5-170.47 Hunters Ridge Lift Station Replacement (Release B).pdf
PDF 10 MB Posted
- Solicitation number
- 2026019-BID5100 Hunter’s Ridge Lift Station Replacement
- Issued by
- Clayton County, Georgia
About this file
This is a comprehensive design and construction documentation set for the Hunters Ridge Lift Station Replacement project in Columbia County, Georgia. The project involves the replacement of an existing sanitary sewer lift station located at 503 Falcon Drive in Martinez, Georgia (Parcel ID 082I458). The scope of work includes demolition of the existing lift station structure, installation of a new duplex submersible lift station with dual 17 horsepower Flygt pumps rated at 125 gallons per minute versus 162 feet of total dynamic head, replacement of force main piping with 4-inch PVC and restrained joint EDIP materials, installation of associated valve pits and bypass connections, electrical service conversion to 3-phase 208-volt power with new control panel, and comprehensive site restoration including erosion control and landscaping. The project site comprises 0.63 acres with a 0.09-acre disturbed area in an R-2 single-family residential zoning district. The design was released for bid on April 13, 2026 (Revision B), with prior review release on March 2, 2026 (Revision A). The project contact is Jody Crabtree, Board of Commissioners, with 24-hour contact number 706-210-3120.
The construction documentation includes 11 sheets of detailed plans prepared by Bluewater Engineering Services covering existing conditions, layout, electrical plans for both existing and proposed configurations, grading and erosion control measures, lift station mechanical details, miscellaneous details including valve pit connections and hydrant specifications, and force main profile sheets. Construction is anticipated to begin May 15, 2026 and be completed by November 15, 2026, with specific erosion and sedimentation control requirements mandating silt fence installation prior to clearing, inlet sediment traps, concrete waste management facilities, and dust control measures throughout the project duration. The contractor is responsible for obtaining all necessary permits, coordinating with Columbia County Water Utility and Georgia Power Company, maintaining traffic control per MUTCD standards, and adhering to all Columbia County construction standards and specifications. No certificate of occupancy will be released until all site improvements are completed and approved by the Water Department Engineering Office.
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Other files
| File | Type | Posted |
|---|---|---|
| 1-Front Ends and Specs Hunters Ridge Bonfire.pdf | ||
| 3-Proposal Form Bonfire.pdf | ||
| 4-NONCOLLUSION AFFIDAVIT.pdf | ||
| 2-Qualifications and Experience.pdf |
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Text version
R-2 SINGLE-FAMILY RESIDENTIAL DISTRICT
HUNTERS RIDGE LIFT STATION
LOCATION MAP
Soil erosion control measures must be in place prior to any land disturbing activity.
REPLACEMENT
COLUMBIA COUNTY, GEORGIA
AutoCAD SHX Text 04/13/2026
AutoCAD SHX Text P. O. Box 617 Evans, Georgia 30809
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BLUEWATER ENGINEERING SERVICES
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OFFICE: (706) 364-5220
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FAX: (706) 364-5221
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BLUEWATER
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ENGINEERING SERVICES
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SCALE: 1"=500'
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PROJECT DATA:
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BOARD OF COMMISSIONERS
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GROVETOWN, GA 30813
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24 HOUR CONTACT:
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JODY CRABTREE
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TOTAL ACREAGE:
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0.63 ACS.
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DISTURBED AREA:
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CURRENT ZONING:
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0.09 ACS.
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ADDRESS:
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P.O. BOX 960
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CURRENT LAND USE:
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LIFT STATION
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PROJECT NAME:
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HUNTERS RIDGE LIFT STATION REPLACEMENT
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PARCEL ID.:
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LIFT STATION
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LEGEND:
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CONTOURS
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EDGE OF PAVEMENT
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CONCRETE
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BUILDING
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ROOF DRAIN
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SIDEWALK
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STRIPING
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WATER
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GAS
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OVERHEAD POWER
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SANITARY SEWER
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STORM SEWER
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WETLANDS
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EASEMENT
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CLEARING
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BUFFER
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EXISTING
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PROPOSED
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CO
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RD
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ABBREVIATIONS:
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PROPOSED LAND USE:
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BC/BC
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AMERICANS WITH DISABILITIES ACT
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CORRUGATED METAL PIPE
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EXIST.
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EXISTING
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GALLON
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STORM DRAIN
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REINFORCING BAR FOUND
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HDCP.
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WATER METER
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LOCAL ISSUING AUTHORITY
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COLUMBIA COUNTY, GEORGIA
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EROSION, SEDIMENTATION
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HRS.
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HOURS
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INVERT ELEVATION
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COVER
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SHEET NUMBER:
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JOB NO:
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& POLLUTION CONTROL PLAN
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RELEASED FOR BID
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RELEASED FOR REVIEW BY COLUMBIA COUNTY
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AutoCAD SHX Text jcrabtree@columbiacountyga.gov
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SITE
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SHEET LIST
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COVER
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EXISTING CONDITIONS
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LAYOUT PLAN
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ELECTRICAL SITE PLAN - EXISTING
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ELECTRICAL SITE PLAN - PROPOSED
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GRADING PLAN AND EROSION CONTROL PLAN
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E.S. & P.C.P. NOTES AND DETAILS
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LIFT STATION DETAILS
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MISCELLANEOUS DETAILS
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MISCELLANEOUS DETAILS
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FORCE MAIN PROFILE 1 OF 2
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FORCE MAIN PROFILE 2 OF 2
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MARTINEZ, GA 30907
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SITE ADDRESS:
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503 FALCON DR
Soil erosion control measures must be in place prior to any land disturbing activity.
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EXIST. SSMH TOP=274.74
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EXIST. SSMH TOP=271.54 IE IN(N)=253.94 IE IN(S)=254.00 IE OUT=254.00
AutoCAD SHX Text EXIST. SSMH TOP=261.49 I.E. IN(E)=254.57 I.E. IN(W)=252.57 I.E. IN(S)=252.62 I.E. OUT=252.54
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EXIST. DRIVEWAY
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SD 48" CPP
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EXIST. DWT TOP=261.44 I.E.(IN)36"=255.61 I.E.(IN)30"=255.65 I.E.(OUT)=255.48
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EXIST. DWT TOP=261.32 I.E.(IN)=256.03 I.E.(OUT)=255.99
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EXIST. SWT TOP=271.74
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EXIST. DWT TOP=271.91
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36" RCP
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36" CMP
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30" RCP
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30" RCP
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18" RCP
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SOIL BOUNDARY
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GATE
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FALCON DR. - 50' R/W
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PHEASANT CREEK DR. - 50' R/W
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XFMR
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SD 48" CPP
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EXISTING STORMWATER MANAGEMENT POND
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EXIST. 8" SS
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EXIST. 8" SS
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EXIST. 8" SS
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N/F BOARD OF COMMISSIONERS PC. ID:082I458 ZONED: R-2
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N/F ERIC S & JULIE M LOEHLEIN PC. ID:082I459 ZONED: R-2
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25' BUFFER
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EXIST. DRIVEWAY
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EXIST. FORCE MAIN
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EXIST. 8" WATER MAIN
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REMOVE TREE
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REMOVE & REPLACE SHRUB
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REMOVE & REPLACE BRICKS AS NEEDED
AutoCAD SHX Text 04/13/2026
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( IN FEET )
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GRAPHIC SCALE
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SOILS DATA:
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%%UMAP SYMBOL
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%%UDESCRIPTION
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%%USLOPE
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%%UREGION
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GROVER SANDY LOAM
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10%%% TO 15%%%
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PIEDMONT
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NORFOLK LOAMY SAND
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6%%% TO 10%%%
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SANDHILLS
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EXISTING CONDITIONS:
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1. LOCATION INFORMATION BASED ON FIELD MAPPING BY BLUEWATER ENGINEERING. LOCATION INFORMATION BASED ON FIELD MAPPING BY BLUEWATER ENGINEERING. 2. TOPOGRAPHIC INFORMATION TAKEN FROM COLUMBIA COUNTY GIS.TOPOGRAPHIC INFORMATION TAKEN FROM COLUMBIA COUNTY GIS.
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GRID NORTH GA EAST ZONE
AutoCAD SHX Text THERE ARE NO TREES > 16" WITHIN THE CLEARING LIMITS THAT WILL BE > 16" WITHIN THE CLEARING LIMITS THAT WILL BE 16" WITHIN THE CLEARING LIMITS THAT WILL BE RETAINED.
AutoCAD SHX Text STATE WATERS: THERE ARE NO STATE WATERS ON THIS SITE BUT THERE ARE STATE WATERS WITHIN 200 FEET OF THIS SITE.
AutoCAD SHX Text JURISDICTIONAL WATERS: : THERE ARE NO JURISDICTIONAL WATERS PRESENT ON THIS SITE BUT THERE ARE JURISDICTIONAL WATERS WITHIN 200 FEET OF THIS SITE.
AutoCAD SHX Text JURISDICTIONAL WATERS SHOWN ON THIS PLAN ARE UNDER THE JURISDICTION OF THE US ARMY CORPS OF ENGINEERS. OWNERS MAY BE SUBJECT TO PENALTY BY LAW FOR DISTURBANCE TO THESE JURISDICTIONAL WATERS AREAS WITHOUT PROPER AUTHORIZATION.
AutoCAD SHX Text FEMA FLOOD ZONE: : NO PORTIONS OF SITE IN FLOOD HAZARD AREA PER FIRM PANEL 13073C0166E, DATED JUNE 7, 2019.
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DATE:
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DRAWN BY:
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SHEET NUMBER:
AutoCAD SHX Text P. O. Box 617 Evans, Georgia 30809
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BLUEWATER ENGINEERING SERVICES
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OFFICE: (706) 364-5220
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REV.
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DATE:
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FAX: (706) 364-5221
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BLUEWATER
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ENGINEERING SERVICES
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DESCRIPTION:
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OF
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HUNTERS RIDGE LIFT STATION REPLACEMENT
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COLUMBIA COUNTY, GEORGIA
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TAK
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EXISTING CONDITIONS
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CERT. #0000000091
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AutoCAD SHX Text 03/02/2026
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RELEASED FOR REVIEW BY COLUMBIA COUNTY
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RELEASED FOR BID
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DATE:
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BLUEWATER ENGINEERING SERVICES
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OFFICE: (706) 364-5220
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CREEK
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EXIST. DRIVEWAY
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SD 48" CPP
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36" RCP
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36" CMP
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30" RCP
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30" RCP
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18" RCP
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GATE
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EXISTING STORMWATER MANAGEMENT POND
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EXIST. DWT TOP=261.32 I.E.(IN)=256.03 I.E.(OUT)=255.99
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EXIST. DWT TOP=261.44 I.E.(IN)36"=255.61 I.E.(IN)30"=255.65 I.E.(OUT)=255.48
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4" EDIP FORCEMAIN
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PROPOSED VALVE PIT
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8" GATE VALVE
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8" PLUG VALVE
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4" GATE VALVE
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4" PLUG VALVE
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8" RJ EDIP
AutoCAD SHX Text 8" STANDPIPE W/8" 90° FLANGE & 8" 90° BEND AT BOTTOM(EXACT LOCATION TO BE COORDINATED WITH COLUMBIA COUNTY WATER UTILITY)(SEE DETAIL)
AutoCAD SHX Text 4" STANDPIPE W/X" 90° FLANGE & 4" 90° BEND AT BOTTOM(EXACT LOCATION TO BE COORDINATED WITH COLUMBIA COUNTY WATER UTILITY)(SEE DETAIL)
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(ABANDONED IN PLACE)
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N/F BOARD OF COMMISSIONERS PC. ID:082I458 ZONED: R-2
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DISCONNECT
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METER
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MAIN PANEL
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PUMP CONTROL CABINET
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ALARM HORN & LIGHT
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EXISTING POWER POLE W/ AREA LIGHT, RECEPTACLE & ANTENNA
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EXIST. DWT TOP=271.91
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EXIST. SSMH TOP=271.54 IE IN(N)=253.94 IE IN(S)=254.00 IE OUT=254.00
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EXIST. DRIVEWAY
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SAWCUT PAVEMENT, CURB AND GUTTER
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SAWCUT CONCRETE
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EXIST. FORCE MAIN
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(ABANDONED IN PLACE)
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4" RJ EDIP
AutoCAD SHX Text DISCONNECT OLD FORCEMAIN & ABANDON IN PLACE FILL ABANDONED FORCEMAIN WITH FLOWABLE FILL
AutoCAD SHX Text DISCONNECT OLD FORCEMAIN & ABANDON IN PLACE FILL ABANDONED FORCEMAIN WITH FLOWABLE FILL
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4" PVC FORCEMAIN
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START NEW PIPING
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NEW 4" EDIP FORCEMAIN
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EXISTING 4" PVC FORCEMAIN
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EXIST. 8" WATER MAIN
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BRICK PAD
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REPLACE BRICKS AS NEEDED
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REPLACE SHRUB
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REPLACE FENCE AS NEEDED
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6 L.F. 10" STEEL CASING 4" RJ EDIP THROUGH CASING
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MTR
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2" METER (SEE DETAIL 14.10-2A ON SHEET 8)
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2" RPZ (SEE DETAIL ON SHEET 9)
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MUELLER 2 1/8" POST HYDRANT (MODEL A411 W/ ONE 2 1/2" NOZZLE)
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2" GATE VALVE
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RPZ
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REPLACE FENCE AS NEEDED
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EDIP
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PVC
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EDIP
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PVC
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NEW 4" PVC FORCEMAIN
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EDIP
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PVC
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55 L.F. 10" STEEL CASING 4" RJ EDIP THROUGH CASING
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ELBOW ROTATED 45° FORWATER LINE CLEARANCE
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POUR STANDARD COLLAR/ANCHOR AROUND SPLIT-RING MEGALUG (SEE DETAIL)
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GRID NORTH GA EAST ZONE
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DATE:
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SHEET NUMBER:
AutoCAD SHX Text P. O. Box 617 Evans, Georgia 30809
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BLUEWATER ENGINEERING SERVICES
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OFFICE: (706) 364-5220
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HUNTERS RIDGE LIFT STATION REPLACEMENT
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COLUMBIA COUNTY, GEORGIA
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LAYOUT PLAN
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CERT. #0000000091
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AutoCAD SHX Text 03/02/2026
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RELEASED FOR REVIEW BY COLUMBIA COUNTY
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RELEASED FOR BID
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OFFICE: (706) 364-5220
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%%UTRAFFIC CONTROL NOTES:
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1. CONTRACTOR WILL BE RESPONSIBLE FOR PREPARING A TEMPORARY TRAFFIC CONTRACTOR WILL BE RESPONSIBLE FOR PREPARING A TEMPORARY TRAFFIC CONTROL PLAN (TTCP) SHOWING PROPOSED MEASURES TO MANAGE TRAFFIC DURING CONSTRUCTION ACTIVITIES. 2. THE TTCP(s) SHALL CONFORM TO THE FEDERAL HIGHWAY ADMINISTRATION'S THE TTCP(s) SHALL CONFORM TO THE FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), CURRENT EDITION, THE GEORGIA DEPARTMENT OF TRANSPORTATION'S "SPECIFICATION 150-TRAFFIC CONTROL", THE GEORGIA DEPARTMENT OF TRANSPORTATION'S "CONSTRUCTION STANDARDS AND DETAILS", AND ANY OTHER TRAFFIC CONTROL DEVICES DEEMED APPROPRIATE OR NECESSARY BY COLUMBIA COUNTY TRAFFIC ENGINEERING. 3. ANY LANE CLOSURES OR ROAD CLOSURES MUST BE APPROVED BY AND ANY LANE CLOSURES OR ROAD CLOSURES MUST BE APPROVED BY AND COORDINATED WITH COLUMBIA COUNTY TRAFFIC ENGINEERING. 4. LANE AND ROAD CLOSURES WILL REQUIRE PROPER LANE TAPERS AND LANE AND ROAD CLOSURES WILL REQUIRE PROPER LANE TAPERS AND ADVANCE WARNINGS PER PREVIOUSLY REFERENCED GUIDELINES. 5. LANE AND ROAD CLOSURES WILL REQUIRE ADVANCE NOTIFICATION, OF AT LANE AND ROAD CLOSURES WILL REQUIRE ADVANCE NOTIFICATION, OF AT LEAST THREE BUSINESS DAYS, GIVEN TO COLUMBIA COUNTY TRAFFIC ENGINEERING IN ORDER TO PREPARE PRESS RELEASES, GEO-CAST BROADCASTS, AND REVIEW (TTCP(s).
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1. ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL BE IN ALL WATER AND SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT COLUMBIA COUNTY WATER UTILITY CONSTRUCTION STANDARDS AND SPECIFICATIONS. 2. ALL CONTRACTORS INSTALLING WATER AND SANITARY SEWER ALL CONTRACTORS INSTALLING WATER AND SANITARY SEWER UTILITIES SHALL BE RESPONSIBLE FOR OBTAINING A CURRENT COPY OF THE COLUMBIA COUNTY WATER UTILITY CONSTRUCTION STANDARDS AND SPECIFICATIONS. EACH SUPERINTENDENT OR FOREMAN SHALL HAVE A SET ON SITE AT ALL TIMES. 3. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE COLUMBIA COUNTY WATER UTILITY MAINTENANCE OFFICE TO REQUEST LOCATES FOR ALL UNDERGROUND SANITARY SEWER FACILITIES. THE CONTACT NUMBER IS 706-863-6928. 4. THE CONTRACTOR IS RESPONSIBLE FOR MAKING ALL THE CONTRACTOR IS RESPONSIBLE FOR MAKING ALL WATER/SEWER SERVICE TAPS DURING CONSTRUCTION OR ADDED FOR THE DEVELOPMENT. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF EXISTING SERVICE TAPS NOT TO BE USED FOR THE DEVELOPMENT OR UPGRADES REQUIRED TO THE EXISTING WATER OR SEWER SERVICES THAT WILL BE USED FOR THE PROPOSED DEVELOPMENT. 5. A 5' EASEMENT IS RESERVED ON ALL SIDE PROPERTY LINES AND A 5' EASEMENT IS RESERVED ON ALL SIDE PROPERTY LINES AND A 10' EASEMENT IS RESERVED ON ALL REAR PROPERTY LINES UNLESS OTHERWISE NOTED. 6. ALL EASEMENTS MUST BE GRASSED AND/OR RIP-RAPPED AS ALL EASEMENTS MUST BE GRASSED AND/OR RIP-RAPPED AS REQUIRED TO CONTROL EROSION. 7. ALL SILT BARRIERS MUST BE PLACED PRIOR TO CLEARING. NO ALL SILT BARRIERS MUST BE PLACED PRIOR TO CLEARING. NO CONSTRUCTION SHALL BE STARTED UNTIL SILT BARRIER INSTALLATION IS COMPLETED. 8. THIS SITE PLAN MAY NOT BE ALTERED OR REVISED IN THE FIELD THIS SITE PLAN MAY NOT BE ALTERED OR REVISED IN THE FIELD BY THE PROJECT CONTRACTOR. THE CONSULTING ENGINEER MUST SUBMIT ANY SITE/UTILITY REVISIONS TO COLUMBIA COUNTY/COLUMBIA COUNTY WATER DEPARTMENT FOR AN APPROVAL PRIOR TO INSTALLATION OF PROPOSED REVISIONS. FAILURE TO DO SO SHALL RESULT IN REJECTION OF SAME. 9. NO CERTIFICATE OF OCCUPANCY WILL BE RELEASED UNTIL ALL NO CERTIFICATE OF OCCUPANCY WILL BE RELEASED UNTIL ALL SITE IMPROVEMENTS, AS APPROVED BY THE WATER DEPARTMENT ENGINEERING OFFICE, ARE COMPLETE.
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%%UUTILITY NOTES:
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THIS PLAN WAS PREPARED IN STATE PLANE COORDINATE SYSTEM, GA EAST ZONE NAD 83.
AutoCAD SHX Text NOTE: FIELD LOCATE EXISTING UTILITIES PRIOR TO INSTALLING NEW LIFT STATION AND FORCE MAIN. CONTACT ENGINEER AND COLUMBIA COUNTY WATER UTILITY ENGINEERING DEPARTMENT IN THE EVENT THAT THERE IS A CONFLICT WHICH WILL REQUIRE ANY FIELD CHANGES.
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1. FIELD LOCATE EXISTING UTILITIES PRIOR TO INSTALLATION OF SEWER LINE. CONTRACTOR TO CALL UTILITIES FIELD LOCATE EXISTING UTILITIES PRIOR TO INSTALLATION OF SEWER LINE. CONTRACTOR TO CALL UTILITIES PROTECTION CENTER: "CALL BEFORE YOU DIG" 811, 72-HOURS PRIOR TO STARTING WORK. CONTACT ENGINEER AND COLUMBIA COUNTY WATER UTILITY ENGINEERING DEPARTMENT IN THE EVENT THAT THERE IS A CONFLICT WHICH WILL REQUIRE ANY FIELD CHANGES. 2. SEWERS SHALL BE LAID AT LEAST TEN (10) FEET HORIZONTAL FROM ANY EXISTING OR PROPOSED WATER MAIN. SEWERS SHALL BE LAID AT LEAST TEN (10) FEET HORIZONTAL FROM ANY EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. 3. SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES SEWERS CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE SEWER. THIS SHALL BE THE CASE WHERE THE WATER MAIN IS EITHER ABOVE OR BELOW THE SEWER. THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATER MAIN JOINTS. WHERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO MAINTAIN LINE AND GRADE. 4. ALL EXCAVATION INCLUDING TRENCHING, BORE-PITS, ETC. SHALL BE BACKFILLED AT THE END OF EACH WORK ALL EXCAVATION INCLUDING TRENCHING, BORE-PITS, ETC. SHALL BE BACKFILLED AT THE END OF EACH WORK DAY. 5. CONTRACTOR SHALL CLEAR EASEMENTS AS REQUIRED TO INSTALL PROPOSED UTILITY AND DISPOSE OF ALL CONTRACTOR SHALL CLEAR EASEMENTS AS REQUIRED TO INSTALL PROPOSED UTILITY AND DISPOSE OF ALL DEBRIS OFF SITE. 6. SILT BARRIERS MUST BE IN PLACE PRIOR TO OR CONCURRENT WITH CLEARING, REGARDLESS OF PLAN SILT BARRIERS MUST BE IN PLACE PRIOR TO OR CONCURRENT WITH CLEARING, REGARDLESS OF PLAN REQUIREMENTS. NO GRADING MAY BE DONE UNTIL SILT BARRIER INSTALLATION IS COMPLETE. CONTRACTOR MUST CALL FOR AN INSPECTION OF SOIL EROSION CONTROL MEASURES PRIOR TO BEGINNING GRADING ACTIVITY. 7. ALL EASEMENTS TO BE GRASSED AND/OR RIP-RAPPED AS REQUIRED TO CONTROL EROSION. ALL EASEMENTS TO BE GRASSED AND/OR RIP-RAPPED AS REQUIRED TO CONTROL EROSION. 8. THE CONTRACTOR WILL ADHERE TO THE WEIGHT LIMITS PRESCRIBED ON COUNTY MAINTAINED ROADS FOR HAULING THE CONTRACTOR WILL ADHERE TO THE WEIGHT LIMITS PRESCRIBED ON COUNTY MAINTAINED ROADS FOR HAULING EQUIPMENT AND/OR MATERIALS TO AND FROM THE SITE. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGES TO THE STREETS AND/OR UTILITIES DUE TO NON-COMPLIANCE OF WEIGHT LIMIT REGULATIONS. 9. CONTRACTORS ARE RESPONSIBLE TO REMOVE OR CLEAN OUT ANY SILT, DIRT, MUD OR ANY OTHER TYPE OF CONTRACTORS ARE RESPONSIBLE TO REMOVE OR CLEAN OUT ANY SILT, DIRT, MUD OR ANY OTHER TYPE OF DEBRIS THAT COMES OFF THEIR SITE AND FINDS ITS WAY INTO A PRIVATE OR COUNTY OWNED POND. THEY ARE RESPONSIBLE TO REMOVE ANY OF THE ABOVE MENTIONED ITEMS THAT COME OFF THEIR SITE ONTO PRIVATE OR COUNTY OWNED PROPERTIES TO INCLUDE RIGHTS OF WAY. 10. ALL CONSTRUCTION IN R/W OR EASEMENTS TO CONFORM TO COLUMBIA COUNTY STANDARDS AND SPECIFICATIONS. ALL CONSTRUCTION IN R/W OR EASEMENTS TO CONFORM TO COLUMBIA COUNTY STANDARDS AND SPECIFICATIONS. 11. DISTURBANCES FOR THIS PROJECT WILL BE LIMITED TO TEMPORARY CONSTRUCTION EASEMENTS AND/OR EXISTING DISTURBANCES FOR THIS PROJECT WILL BE LIMITED TO TEMPORARY CONSTRUCTION EASEMENTS AND/OR EXISTING AND PROPOSED PERMANENT EASEMENTS. 12. WHERE Sd1-S SILT FENCE IS SHOWN, C-POP SHALL BE CONSIDERED AN EQUAL SEDIMENT CONTROL OPTION. WHERE Sd1-S SILT FENCE IS SHOWN, C-POP SHALL BE CONSIDERED AN EQUAL SEDIMENT CONTROL OPTION. 13. ALL SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT COLUMBIA COUNTY WATER ALL SANITARY SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT COLUMBIA COUNTY WATER UTILITY CONSTRUCTION STANDARDS AND SPECIFICATIONS. 14. ALL CONTRACTORS INSTALLING SANITARY SEWER UTILITIES SHALL BE RESPONSIBLE FOR OBTAINING A CURRENT ALL CONTRACTORS INSTALLING SANITARY SEWER UTILITIES SHALL BE RESPONSIBLE FOR OBTAINING A CURRENT COPY OF THE COLUMBIA COUNTY WATER UTILITY CONSTRUCTION STANDARDS AND SPECIFICATIONS. EACH SUPERINTENDENT OR FOREMAN SHALL HAVE A SET ON SITE AT ALL TIMES. 15. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE COLUMBIA COUNTY WATER UTILITY MAINTENANCE OFFICE THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING THE COLUMBIA COUNTY WATER UTILITY MAINTENANCE OFFICE TO REQUEST LOCATES FOR ALL UNDERGROUND SANITARY SEWER FACILITIES. THE CONTACT NUMBER IS 706-863-6928. 16. THIS SITE PLAN MAY NOT BE ALTERED OR REVISED IN THE FIELD BY THE PROJECT CONTRACTOR. THE THIS SITE PLAN MAY NOT BE ALTERED OR REVISED IN THE FIELD BY THE PROJECT CONTRACTOR. THE CONSULTING ENGINEER MUST SUBMIT ANY SITE/UTILITY REVISIONS TO COLUMBIA COUNTY/COLUMBIA COUNTY WATER DEPARTMENT FOR AN APPROVAL PRIOR TO INSTALLATION OF PROPOSED REVISIONS. FAILURE TO DO SO SHALL RESULT IN REJECTION OF SAME.
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%%USEWER GENERAL NOTES:
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1. THIS PLAN IS NOT TO BE RECORDED. THIS PLAN IS NOT TO BE RECORDED. 2. ALL CONSTRUCTION TO CONFORM TO COLUMBIA COUNTY STANDARDS AND SPECIFICATIONS. ALL CONSTRUCTION TO CONFORM TO COLUMBIA COUNTY STANDARDS AND SPECIFICATIONS. 3. THE CONTRACTOR WILL COORDINATE THE WORK WITH THE UTILITY COMPANIES AND WILL VERIFY ALL EXISTING PIPE INVERTS AND EXISTING ROAD ELEVATIONS PRIOR THE CONTRACTOR WILL COORDINATE THE WORK WITH THE UTILITY COMPANIES AND WILL VERIFY ALL EXISTING PIPE INVERTS AND EXISTING ROAD ELEVATIONS PRIOR TO CONSTRUCTION. 4. NOTIFY THE COUNTY ENGINEER'S OFFICE 48 HRS. PRIOR TO STARTING CONSTRUCTION, POURING TRAP TOPS, DUMPING BASE, OR PAVING. NOTIFY THE COUNTY ENGINEER'S OFFICE 48 HRS. PRIOR TO STARTING CONSTRUCTION, POURING TRAP TOPS, DUMPING BASE, OR PAVING. 5. NOTIFY COLUMBIA COUNTY STORMWATER UTILITY OFFICE 24 HRS PRIOR TO CONSTRUCTION OF STORMWATER INFRASTRUCTURE. NOTIFY COLUMBIA COUNTY STORMWATER UTILITY OFFICE 24 HRS PRIOR TO CONSTRUCTION OF STORMWATER INFRASTRUCTURE. 6. ALL BOXES AND TRAPS HAVING A DEPTH GREATER THAN 4' MUST HAVE STEPS VERTICALLY AND RING AND COVERS ALIGNED FOR READY ACCESS TO RUNGS. ALL BOXES AND TRAPS HAVING A DEPTH GREATER THAN 4' MUST HAVE STEPS VERTICALLY AND RING AND COVERS ALIGNED FOR READY ACCESS TO RUNGS. 7. FULL WIDTH OF THE RIGHT-OF-WAY AND ADDITIONAL UTILITY EASEMENT MUST BE CLEARED & GRADED WITH A SLOPE OF 1/4" TO 1/2" PER FOOT. FULL WIDTH OF THE RIGHT-OF-WAY AND ADDITIONAL UTILITY EASEMENT MUST BE CLEARED & GRADED WITH A SLOPE OF 1/4" TO 1/2" PER FOOT. 8. WITHIN COUNTY R/W: WITHIN COUNTY R/W: a. TOP 6 INCHES OF SUBBASE MUST BE THOROUGHLY MIXED IN PLACE AND COMPACTED TO 100% MAXIMUM DRY DENSITY, STANDARD PROCTOR; TOP 6 INCHES OF SUBBASE MUST BE THOROUGHLY MIXED IN PLACE AND COMPACTED TO 100% MAXIMUM DRY DENSITY, STANDARD PROCTOR; b. SUBBASE MUST BE GDOT SPEC SEC 810 CLASS 1A MATERIAL; HIGHER CLASSES OF SOIL MAY NOT BE USED FOR SUBBASES; WHEN SUBBASE DOES NOT MEET SUBBASE MUST BE GDOT SPEC SEC 810 CLASS 1A MATERIAL; HIGHER CLASSES OF SOIL MAY NOT BE USED FOR SUBBASES; WHEN SUBBASE DOES NOT MEET CLASS 1A THEN ACCEPTABLE SUBBASE STABILIZATION METHODS ARE: 1) LIME STABILIZATION 2) PORTLAND CEMENT 3) AGGREGATE 4) TYPE B ASPHALT BASE MATERIAL METHOD TO BE USED AND SPECIFIC DESIGN MUST BE APPROVED BY THE COUNTY ENGINEER. c. BASE MATERIAL IS COMPACTED GRADED AGGREGATE CONFORMING TO GDOT SPEC SEC 815 COMPACTED TO 100% MAXIMUM DRY DENSITY, STANDARD PROCTOR OR BASE MATERIAL IS COMPACTED GRADED AGGREGATE CONFORMING TO GDOT SPEC SEC 815 COMPACTED TO 100% MAXIMUM DRY DENSITY, STANDARD PROCTOR OR 4" ABC PLACED IN ACCORDANCE WITH GDOT SECTION 400; BASE MATERIAL TO BE 6-INCH OF GRADED AGGREGATE BASE AND PAVING MATERIAL TO BE 2-INCHES APPROVED ASPHALT MIX OR MUST MATCH THE DESIGN OF THE ADJOINING ROADBED, WHICHEVER IS THE GREATER; CERTIFICATION OF BASE MATERIAL MUST BE SUBMITTED PRIOR TO DUMPING BASE. 9. NO MARQUEE, ISLAND OR SPRINKLER SYSTEM MAY BE LOCATED IN WITHIN COUNTY R/W. NO MARQUEE, ISLAND OR SPRINKLER SYSTEM MAY BE LOCATED IN WITHIN COUNTY R/W. 10. INITIAL BMPs MUST BE IN PLACE PRIOR TO CLEARING, REGARDLESS OF PLAN REQUIREMENT OR LOT SIZE. NO CLEARING OR GRADING MAY BE DONE UNTIL INITIAL INITIAL BMPs MUST BE IN PLACE PRIOR TO CLEARING, REGARDLESS OF PLAN REQUIREMENT OR LOT SIZE. NO CLEARING OR GRADING MAY BE DONE UNTIL INITIAL BMP INSTALLATION IS COMPLETE. CONTRACTOR MUST CONTACT ENVIRONMENTAL SERVICES FOR INSPECTION OF BMPs PRIOR TO BEGINNING CLEARING OR GRADING ACTIVITIES. 11. ALL EASEMENTS TO BE GRASSED AND/OR RIP-RAPPED AS REQUIRED TO CONTROL EROSION. ALL EASEMENTS TO BE GRASSED AND/OR RIP-RAPPED AS REQUIRED TO CONTROL EROSION. 12. DEVELOPERS AND/OR CONTRACTORS ARE RESPONSIBLE TO REMOVE OR CLEAN OUT ANY SILT, DIRT, MUD OR ANY OTHER TYPE OF DEBRIS THAT COMES OFF THEIR DEVELOPERS AND/OR CONTRACTORS ARE RESPONSIBLE TO REMOVE OR CLEAN OUT ANY SILT, DIRT, MUD OR ANY OTHER TYPE OF DEBRIS THAT COMES OFF THEIR SITE AND FINDS ITS WAY INTO A PRIVATE POND, ONTO PRIVATE PROPERTY, INTO A COUNTY OWNED POND OR COUNTY OWNED PROPERTY TO INCLUDE RIGHTS-OF-WAY. 13. COLUMBIA COUNTY MAY REQUIRE ADDITIONAL RIP-RAP AT DISCHARGE POINTS AND STILLING STRUCTURES. COLUMBIA COUNTY MAY REQUIRE ADDITIONAL RIP-RAP AT DISCHARGE POINTS AND STILLING STRUCTURES. 14. COLUMBIA COUNTY MAY REQUIRE ADDITIONAL SWALES ALONG REAR AND/OR SIDE LOT LINES AFTER DEVELOPMENT BEGINS. COLUMBIA COUNTY MAY REQUIRE ADDITIONAL SWALES ALONG REAR AND/OR SIDE LOT LINES AFTER DEVELOPMENT BEGINS. 15. COLUMBIA COUNTY MAY REQUIRE ADDITIONAL FRENCH DRAINS. COLUMBIA COUNTY MAY REQUIRE ADDITIONAL FRENCH DRAINS. 16. THE CONTRACTOR WILL ADHERE TO THE WEIGHT LIMITS PRESCRIBED ON COUNTY MAINTAINED ROADS FOR HAULING EQUIPMENT AND/OR MATERIALS TO AND FROM THE CONTRACTOR WILL ADHERE TO THE WEIGHT LIMITS PRESCRIBED ON COUNTY MAINTAINED ROADS FOR HAULING EQUIPMENT AND/OR MATERIALS TO AND FROM THIS SITE. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY DAMAGES TO THE STREETS AND/OR UTILITIES DUE TO NONCOMPLIANCE OF WEIGHT LIMIT REGULATIONS. 17. OWNER/DEVELOPER WILL BE RESPONSIBLE FOR THE INSTALLATION OF TRAFFIC CONTROL DEVICES, TO INCLUDE SIGNS AND MARKINGS, PER THE FEDERAL HIGHWAY OWNER/DEVELOPER WILL BE RESPONSIBLE FOR THE INSTALLATION OF TRAFFIC CONTROL DEVICES, TO INCLUDE SIGNS AND MARKINGS, PER THE FEDERAL HIGHWAY ADMINISTRATION'S MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION, AND COLUMBIA COUNTY'S STREET ID, REGULATORY, WARNING SIGN AND PAVEMENT MARKING POLICY, AND OTHER TRAFFIC CONTROL DEVICES DEEMED APPROPRIATE OR NECESSARY BY COLUMBIA COUNTY TRAFFIC ENGINEERING. 18. THERE ARE NO KNOWN GRAVE SITES, CEMETERIES OR BURIAL GROUNDS LOCATED ON THIS PROPERTY. SHOULD SUCH SITE BE DISCOVERED DURING CONSTRUCTION, THERE ARE NO KNOWN GRAVE SITES, CEMETERIES OR BURIAL GROUNDS LOCATED ON THIS PROPERTY. SHOULD SUCH SITE BE DISCOVERED DURING CONSTRUCTION, THE CONTRACTOR MUST CONTACT THE PLANNING DEPARTMENT IMMEDIATELY.
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%%USPECIAL NOTE REGARDING STANDPIPES:
AutoCAD SHX Text CONTRACTOR SHALL FLAG PROPOSED STANDPIPE LOCATIONS AND COORDINATE WITH PROJECT ENGINEER AND COLUMBIA COUNTY WATER UTILITY PRIOR TO INSTALLING.
NOTE: FOR RESTRAINED JOINT PIPE LENGTHS, SEE DETAIL 14.3.2.4.1 ON SHEET 9.
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SD 48" CPP
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36" RCP
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36" CMP
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GATE
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AutoCAD SHX Text EXIST. SSMH TOP=261.49 I.E. IN(E)=254.57 I.E. IN(W)=252.57 I.E. IN(S)=252.62 I.E. OUT=252.54
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EXIST. DWT TOP=261.32 I.E.(IN)=256.03 I.E.(OUT)=255.99
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EXIST. DWT TOP=261.44 I.E.(IN)36"=255.61 I.E.(IN)30"=255.65 I.E.(OUT)=255.48
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EXIST. 8" SS
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EXIST. FORCE MAIN
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EXISTING ELECTRICAL PANEL
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EXISTING LIGHT POLE
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EXISTING LIFT STATION
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(ABANDONED IN PLACE)
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N/F ERIC S & JULIE M LOEHLEIN PC. ID:082I459 ZONED: R-2
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DISCONNECT
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METER
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PUMP CONTROL CABINET
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GRID NORTH GA EAST ZONE
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DRAWN BY:
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SHEET NUMBER:
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BLUEWATER ENGINEERING SERVICES
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OFFICE: (706) 364-5220
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OF
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TAK
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ELECTRICAL SITE PLAN - EXISTING
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CERT. #0000000091
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AutoCAD SHX Text 03/02/2026
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RELEASED FOR REVIEW BY COLUMBIA COUNTY
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RELEASED FOR BID
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DATE:
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DRAWN BY:
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SHEET NUMBER:
AutoCAD SHX Text P. O. Box 617 Evans, Georgia 30809
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BLUEWATER ENGINEERING SERVICES
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OFFICE: (706) 364-5220
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REV.
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DATE:
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FAX: (706) 364-5221
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BLUEWATER
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ENGINEERING SERVICES
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JOB NO:
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DESCRIPTION:
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OF
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%%UELECTRICAL SITE NOTES:
1. ALL ELECTRICAL EQUIPMENT SERVICING THE EXISTING LIFT STATION SHALL BE ALL ELECTRICAL EQUIPMENT SERVICING THE EXISTING LIFT STATION SHALL BE REMOVED ONCE THE NEW LIFT STATION IS PLACED IN SERVICE. 2. CONTRACTOR SHALL COORDINATE WITH GEORGIA POWER COMPANY AND CONTRACTOR SHALL COORDINATE WITH GEORGIA POWER COMPANY AND PROVIDE A SCHEDULE OF ACTIVITIES FOR SWITCH OVER OF ELECTRICAL SERVICES TO NEW LIFT STATION. 3. BASED ON INFORMATION FROM GEORGIA POWER COMPANY, EXISTING BASED ON INFORMATION FROM GEORGIA POWER COMPANY, EXISTING TRANSFORMER IS 75 KVA, 3 PHASE, 120/208V. 4. AN ELECTRICAL PLAN IS REQUIRED TO BE SUBMITTED TO THE BUILDING AN ELECTRICAL PLAN IS REQUIRED TO BE SUBMITTED TO THE BUILDING STANDARDS DEPARTMENT. THE ELECTRICIAN WILL BE RESPONSIBLE FOR OBTAINING THIS PERMIT.
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SD 48" CPP
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36" RCP
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36" CMP
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30" RCP
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GATE
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AutoCAD SHX Text EXIST. SSMH TOP=261.49 I.E. IN(E)=254.57 I.E. IN(W)=252.57 I.E. IN(S)=252.62 I.E. OUT=252.54
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EXIST. DWT TOP=261.32 I.E.(IN)=256.03 I.E.(OUT)=255.99
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EXIST. DWT TOP=261.44 I.E.(IN)36"=255.61 I.E.(IN)30"=255.65 I.E.(OUT)=255.48
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EXIST. 8" SS
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EXIST. FORCE MAIN
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EXISTING ELECTRICAL PANEL
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EXISTING LIGHT POLE
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EXISTING LIFT STATION
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(ABANDONED IN PLACE)
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N/F BOARD OF COMMISSIONERS PC. ID:082I458 ZONED: R-2
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N/F ERIC S & JULIE M LOEHLEIN PC. ID:082I459 ZONED: R-2
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DISCONNECT
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METER
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MAIN PANEL
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PUMP CONTROL CABINET
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ALARM HORN & LIGHT
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EXISTING POWER POLE W/ AREA LIGHT, RECEPTACLE & ANTENNA
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NEW ELECTRICAL PANEL
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EXIST. 8" WATER MAIN
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MTR
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RPZ
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( IN FEET )
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GRAPHIC SCALE
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GRID NORTH GA EAST ZONE
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DATE:
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DRAWN BY:
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SHEET NUMBER:
AutoCAD SHX Text P. O. Box 617 Evans, Georgia 30809
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BLUEWATER ENGINEERING SERVICES
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OFFICE: (706) 364-5220
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REV.
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DATE:
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FAX: (706) 364-5221
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BLUEWATER
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ENGINEERING SERVICES
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JOB NO:
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DESCRIPTION:
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OF
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HUNTERS RIDGE LIFT STATION REPLACEMENT
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COLUMBIA COUNTY, GEORGIA
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TAK
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ELECTRICAL SITE PLAN - PROPOSED
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CERT. #0000000091
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AutoCAD SHX Text 03/02/2026
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RELEASED FOR REVIEW BY COLUMBIA COUNTY
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RELEASED FOR BID
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DATE:
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DRAWN BY:
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SHEET NUMBER:
AutoCAD SHX Text P. O. Box 617 Evans, Georgia 30809
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BLUEWATER ENGINEERING SERVICES
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OFFICE: (706) 364-5220
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REV.
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DATE:
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FAX: (706) 364-5221
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DESCRIPTION:
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OF
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%%UELECTRICAL SITE NOTES:
1. CONTRACTOR SHALL LAY OUT PROPOSED ELECTRICAL PANEL LOCATION AND CONTRACTOR SHALL LAY OUT PROPOSED ELECTRICAL PANEL LOCATION AND COORDINATE WITH GEORGIA POWER CO. REGARDING ELECTRICAL SERVICE TO NEW LIFT STATION. 2. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND SITE WIRING LAYOUT CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND SITE WIRING LAYOUT SCHEMATIC FOR ALL NEW ELECTRICAL WIRING. 3. CONTRACTOR SHALL REMOVE EXISTING SCADA EQUIPMENT. A NEW SCADA CONTRACTOR SHALL REMOVE EXISTING SCADA EQUIPMENT. A NEW SCADA SYSTEM SHALL BE INSTALLED BY OTHERS. 4. CONTRACTOR SHALL SUPPLY A MANUAL TRANSFER SWITCH AND AN CONTRACTOR SHALL SUPPLY A MANUAL TRANSFER SWITCH AND AN EMERGENCY GENERATOR CONNECTION IN A CAM LOCK CONNECTION BOX. 5. IN ORDER TO PROTECT THE INTEGRITY OF AND INSURE COMPATIBILITY WITH IN ORDER TO PROTECT THE INTEGRITY OF AND INSURE COMPATIBILITY WITH WATER SYSTEM EQUIPMENT, THE SERVICES OF WHITAKER ELECTRIC, OF APPLING, GEORGIA SHALL BE OBTAINED BY THE CONTRACTOR TO ACT AS THE INSTRUMENTATION AND CONTROL SYSTEM INTEGRATOR TO PERFORM THE WORK DEFINED HEREIN. NO SUBSTITUTIONS WILL BE ALLOWED AND PRODUCTS OR SERVICES FROM OTHER SOURCES WILL NOT BE ACCEPTED WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ENGINEER. 6. AN ELECTRICAL PLAN IS REQUIRED TO BE SUBMITTED TO THE BUILDING AN ELECTRICAL PLAN IS REQUIRED TO BE SUBMITTED TO THE BUILDING STANDARDS DEPARTMENT. THE ELECTRICIAN WILL BE RESPONSIBLE FOR OBTAINING THIS PERMIT.
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EXIST. DRIVEWAY
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SD 48" CPP
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36" RCP
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36" CMP
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30" RCP
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30" RCP
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18" RCP
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GATE
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FALCON DR. - 50' R/W
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PHEASANT CREEK DR. - 50' R/W
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EXISTING STORMWATER MANAGEMENT POND
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AutoCAD SHX Text EXIST. SSMH TOP=261.49 I.E. IN(E)=254.57 I.E. IN(W)=252.57 I.E. IN(S)=252.62 I.E. OUT=252.54
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EXIST. DWT TOP=261.32 I.E.(IN)=256.03 I.E.(OUT)=255.99
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EXIST. DWT TOP=261.44 I.E.(IN)36"=255.61 I.E.(IN)30"=255.65 I.E.(OUT)=255.48
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EXIST. 8" SS
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EXIST. 8" SS
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EXIST. 8" SS
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EXIST. FORCE MAIN
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EXISTING ELECTRICAL PANEL
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EXISTING LIGHT POLE
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EXISTING XFMR
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EXISTING LIFT STATION
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(ABANDONED IN PLACE)
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N/F BOARD OF COMMISSIONERS PC. ID:082I458 ZONED: R-2
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SEE NOTE
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LIMITS OF DISTURBANCE
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LIMITS OF DISTURBANCE
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DISCONNECT
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METER
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MAIN PANEL
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PUMP CONTROL CABINET
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ALARM HORN & LIGHT
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EXISTING POWER POLE W/ AREA LIGHT, RECEPTACLE & ANTENNA
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EXIST. DWT TOP=271.91
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EXIST. SSMH TOP=271.54 IE IN(N)=253.94 IE IN(S)=254.00 IE OUT=254.00
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EXIST. DRIVEWAY
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LIMITS OF DISTURBANCE
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EXIST. FORCE MAIN
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(ABANDONED IN PLACE)
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START NEW PIPING
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EXISTING 4" PVC FORCEMAIN
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EXIST. 8" WATER MAIN
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BRICK PAD
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REPLACE BRICKS AS NEEDED
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REPLACE SHRUB
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REPLACE FENCE AS NEEDED
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MTR
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2" METER (SEE DETAIL 14.10-2A ON SHEET 8)
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2" RPZ (SEE DETAIL ON SHEET 9)
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MUELLER 2 1/8" POST HYDRANT (MODEL A411 W/ ONE 2 1/2" NOZZLE)
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2" GATE VALVE
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RPZ
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LIMITS OF DISTURBANCE
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REPLACE FENCE AS NEEDED
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GRID NORTH GA EAST ZONE
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DATE:
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DRAWN BY:
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SHEET NUMBER:
AutoCAD SHX Text P. O. Box 617 Evans, Georgia 30809
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BLUEWATER ENGINEERING SERVICES
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OFFICE: (706) 364-5220
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REV.
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DATE:
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FAX: (706) 364-5221
AutoCAD SHX Text N
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BLUEWATER
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ENGINEERING SERVICES
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JOB NO:
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DESCRIPTION:
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OF
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HUNTERS RIDGE LIFT STATION REPLACEMENT
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COLUMBIA COUNTY, GEORGIA
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TAK
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GRADING PLAN AND EROSION CONTROL PLAN
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CERT. #0000000091
AutoCAD SHX Text A
AutoCAD SHX Text 03/02/2026
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RELEASED FOR REVIEW BY COLUMBIA COUNTY
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RELEASED FOR BID
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DATE:
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DRAWN BY:
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SHEET NUMBER:
AutoCAD SHX Text P. O. Box 617 Evans, Georgia 30809
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BLUEWATER ENGINEERING SERVICES
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OFFICE: (706) 364-5220
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REV.
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DATE:
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FAX: (706) 364-5221
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DESCRIPTION:
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AutoCAD SHX Text THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO LAND DISTURBING ACTIVITIES.
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