7_11_24 SEC_FLOYD Gas Line ESPC_ 7_11_24.pdf

PDF 15 MB Posted Jul 19, 2024

Attached to: Floyd Street Gas Pipeline Replacement
Solicitation number: PE-70750-NONST-2025-000000031
Issued by: Newton County, Georgia

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Written by GovTribe AI · Jul 24, 2024

The document is a solicitation for the CITY OF COVINGTON, GEORGIA related to the FLOYD STREET REPLACEMENT - NATURAL GAS PIPELINE SYSTEM project. The scope of work involves the installation of approximately 9,000 feet of 2-inch polyethylene gas main, fourteen tie-ins to existing 2 and 4 steel gas main, and associated service tie-overs along Floyd Street in Covington, Georgia. A mandatory pre-bid meeting will be held on August 9, 2024 at 10:00 A.M. at the Covington City Hall. Sealed proposals will be received until August 22, 2024 at 10:00 A.M., and proposals will be publicly opened and read aloud at 10:15 A.M. The contract will be awarded to the successful bidder.

The solicitation does not provide details on pricing terms, set asides, incumbent contractors, funding requirements or sources, or other financial information. The document focuses on the technical scope of work, response deadlines, and bid submission logistics.

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Other files

File	Type	Posted
Revised Bid Sheet_ Floyd_Street_Pipeline_Repl.pdf	PDF	Jul 19, 2024
FLOYD STREET GAS LINE REPLACEMENT DESIGN 7_11.pdf	PDF	Jul 19, 2024
FloydStReplacement_BID_DocumentPackage.pdf	PDF	Jul 19, 2024
Floyd_Street_Pipeline_Replacement_Bid_Sheet.xlsx	XLSX spreadsheet	Jul 19, 2024
Addendum _ 1.pdf	PDF	Jul 19, 2024

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DEARING

ST. SE.

LAT N33°35'48"

LONG W83°51'30"

LAT N33°36'01"

LONG W83°50'12"

SEDIMENT & EROSION CONTROL

COVER

EC10.10REVISIONS

APPROVED BY: XXX

DRAWN BY: XXX

DWG. NO.:

NO. DESCRIPTION DATE

Southeastern Gas Engineering www.southeasterngasengineering.com

P.O. Box 20191 Atlanta, Georgia 30325

CITY OF COVINGTON

2194 EMORY STREET N.W.

COVINGTON, GEORGIA 30014

No. 19035

PROFESSIONAL

R E G I S T E R E D

E N G I N E E R

E O R G I A

EDW A R D G . C O NDER

LOCATION MAP

PRIMARY PERMITTEE (OWNER):

PROJECT

SITE

MR. MICHAEL WILLIS

2194 EMORY STREET N.W.

COVINGTON, GA 30014

(770) 385-2000

CITY OF COVINGTON

CITY OF COVINGTON GEORGIA

24-HOUR CONTACT:

CITY OF COVINGTON

MR. ROBERT BAKER

CITY OF COVINGTON

WATER / SEWER MANAGER

(678) 414-1434

DATE: 6-12-2024

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GEORGIA

FOR SOIL EROSION AND SEDIMENT CONTROL PRACTICES

UNIFORM CODING SYSTEM

GEORGIA SOIL AND WATER CONSERVATION COMMISSION

STRUCTURAL PRACTICES

Cr Cr

Dn1 Dn1

Dn2 Dn2

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CODE PRACTICE DETAIL DESCRIPTION CODE PRACTICE DETAIL DESCRIPTIONMAP

SYMBOL

MAP

SYMBOL

STRUCTURAL PRACTICES

CODE PRACTICE DETAIL DESCRIPTIONMAP

SYMBOL

VEGETATIVE PRACTICES

Spb Spb

No. 19035

PROFESSIONAL

R E G I S T E R E D

E N G I N E E R

E O R G I A

EDW A R D G . C O NDER

EROSION, SEDIMENTATION & POLLUTION CONTROL PLAN CHECKLIST

INFRASTRUCTURE CONSTRUCTION PROJECTS

Project Name:______________________________________ Local Issuing Authority: LIA-107-01

Floyd Street Gas Main Replacement

Page #

EC10.10

EC10.11

Included Y/N

Y Y Y Y

Y Y

SWCD:_________________________________________________________

Floyd Street, Covington, GA 30014

Upper Ocmulgee River SWCD Address:____________________________________________

7/10/2024Date on Plans:_______________________________________ Name & Email of person filling out checklist: Edward G. Conder / econder@segasengineering.com Plan TO BE SHOWN ON ES&PC PLAN

1 The applicable Erosion, Sedimentation and Pollution Control Plan Checklist established by the Commission as of January 1 of the year in which the land-disturbing activity was permitted.

(The completed Checklist must be submitted with the ES&PC Plan or the Plan will not be reviewed)

2 Level II certification number issued by the Commission, signature and seal of the certified design professional.

(Signature, seal and Level II number must be on each sheet pertaining to ES&PC Plan or the Plan will not be reviewed)

3 The name and phone number of the 24-hour contact responsible for erosion, sedimentation and pollution controls.

4 Provide the name, address, email address, and phone number of primary permittee.

5 Note total and disturbed acreages of the project or phase under construction.

6 Provide the GPS locations of the beginning and end of the Infrastructure project. Give the Latitude and Longitude in decimal degrees.

7 Initial date of the Plan and the dates of any revisions made to the Plan including the entity who requested the revisions.

8 Descriptions of the nature of construction activity and existing site conditions.

9 Provide vicinity map showing site’s relation to surrounding areas. Include designation of specific phase, if necessary.

10 Identify the project receiving waters and describe all sensitive adjacent areas including streams, lakes, residential areas, wetlands, marshlands, etc. which may be affected.

11 Design professional's certification statement and signature that the site was visited prior to development of the ES&PC Plan as stated on Part IV page 21 of the permit.

12 Design professional's certification statement and signature that the permittee’s ES&PC Plan provides for an appropriate and comprehensive system of BMPs and sampling to meet permit requirements as stated on Part IV page 20 of the permit. *

13 Design professional certification statement and signature that the permittee's ES&PC Plan provides for representative sampling as stated on Part IV.D.6.c.(3) page 37 of the permit as applicable. *

14 Clearly note the statement that "The design professional who prepared the ES&PC Plan is to inspect the installation of the initial sediment storage requirements, perimeter control BMPs, and sediment basins within 7 days after installation."

in accordance with Part IV.A.5 page 26 of the permit. *

15 Clearly note the statement that "Non-exempt activities shall not be conducted within the 25 or 50-foot undisturbed stream buffers as measured from the point of wrested vegetation or within 25-feet of the coastal marshland buffer as measured from the Jurisdictional Determination Line without first acquiring the necessary variances and permits."

16 Provide a description of any buffer encroachments and indicate whether a buffer variance is required.

17 Clearly note the statement that "Amendments/revisions to the ES&PC Plan which have a significant effect on BMPs with a hydraulic component must be certified by the design professional." *

18 Clearly note the statement that "Waste materials shall not be discharged to waters of the State, except as authorized by a Section 404 permit." *

19 Clearly note statement that "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."

20 Clearly note statement that "Erosion control measures will be maintained at all times. If full implementation of the approved Plan does not provide for effective erosion control, additional erosion and sediment control measures shall be implemented to control or treat the sediment source."

21 Clearly note the statement "Any disturbed area left exposed for a period greater than 14 days shall be stabilized with mulch or temporary seeding."

22 Any construction activity which discharges storm water into an Impaired Stream Segment, or within 1 linear mile upstream of and within the same watershed as, any portion of a Biota Impaired Stream Segment must comply with Part III. C. of the permit. Include the completed Appendix 1 listing all the BMPs that will be used for those areas of the site which discharge to the Impaired Stream Segment. *

N/A

N/A N/A

Y Y

N N

23 If a TMDL Implementation Plan for sediment has been finalized for the Impaired Stream Segment (identified in item 22 above) at least six months prior to submittal of NOI, the ES&PC Plan must address any site-specific conditions or requirements included in the TMDL Implementation Plan. *

24 BMPs for concrete washdown of tools, concrete mixer chutes, hoppers and the rear of the vehicles. Washout of the drum at the construction site is prohibited. *

25 Provide BMPs for the remediation of all petroleum spills and leaks.

26 Description of the measures that will be installed during the construction process to control pollutants in storm water that will occur after construction operations have been completed. *

27 Description of practices to provide cover for building materials and building products on site. *

28 Description of the practices that will be used to reduce the pollutants in storm water discharges. *

29 Description and chart or timeline of the intended sequence of major activities which disturb soils for the major portions of the site (i.e., initial perimeter and sediment storage BMPs, clearing and grubbing activities, excavation activities, utility activities, temporary and final stabilization).

30 Provide complete requirements of Inspections and record keeping by the primary permittee. *

31 Provide complete requirements of Sampling Frequency and Reporting of sampling results. *

32 Provide complete details for Retention of Records as per Part IV.F. of the permit. *

33 Description of analytical methods to be used to collect and analyze the samples from each location. *

34 Appendix B rationale for NTU values at all outfall sampling points where applicable. *

35 Delineate all sampling locations, perennial and intermittent streams and other water bodies into which storm water is discharged also provide a summary chart of the justification and analysis for the representative sampling as applicable. *

36 A description of appropriate controls and measures that will be implemented at the construction site including: (1) initial sediment storage requirements and perimeter control BMPs, (2) intermediate grading and drainage BMPs, and (3) final BMPs. For construction sites where there will be no mass grading and the initial perimeter control BMPs, intermediate grading and drainage BMPs, and final BMPs are the same, the Plan may combine all of the BMPs into a single phase. *

EC10.12-16

N/A

N/A N/A

N/A

Y Y

N N Y Y

Y Y N

37 Graphic scale and North arrow.

38 Existing and proposed contour lines with contour lines drawn at an interval in accordance with the following:

Existing Contours Proposed Contours

USGS 1": 2000' Topographical Sheets 1" : 400' Centerline Profile

39 Use of alternative BMPs whose performance has been documented to be equivalent to or superior to conventional BMPs as certified by a Design Professional (unless disapproved by GAEPD or the Georgia Soil and Water Conservation Commission). Please refer to the Alternative BMP Guidance Document found at www.gaswcc.georgia.gov.

40 Use of alternative BMP for application to the Equivalent BMP List. Please refer to Appendix A-2 of the Manual for Erosion & Sediment Control in Georgia 2016 Edition. *

41 Delineation of the applicable 25-foot or 50-foot undisturbed buffers adjacent to State waters and any additional buffers required by the Local Issuing Authority. Clearly note and delineate all areas of impact.

42 Delineation of on-site wetlands and all State waters located on and within 200 feet of the project site.

43 Delineation and acreage of contributing drainage basins on the project site.

44 Delineate on-site drainage and off-site watersheds using USGS 1" :2000' topographical sheets.

45 An estimate of the runoff coefficient or peak discharge flow of the site prior to and after construction activities are completed.

46 Storm-drain pipe and weir velocities with appropriate outlet protection to accommodate discharges without erosion.

Identify/Delineate all storm water discharge points.

47 Soil series for the project site and their delineation.

48 The limits of disturbance for each phase of construction.

49 Provide a minimum of 67 cubic yards of sediment storage per acre drained using a temporary sediment basin, retrofitted detention pond, and/or excavated inlet sediment traps for each common drainage location. Sediment storage volume must be in place prior to and during all land disturbance activities until final stabilization of the site has been achieved. A written justification explaining the decision to use equivalent controls when a sediment basin is not attainable must be included in the Plan for each common drainage location in which a sediment basin is not provided. A written justification as to why 67 cubic yards of storage is not attainable must also be given. Worksheets from the Manual must be included for structural BMPs and all calculations used by the design professional to obtain the required sediment storage when using equivalent controls. When discharging from sediment basins and impoundments, permittees are required to utilize outlet structures that withdraw water from the surface, unless infeasible. If outlet structures that withdraw water from the surface are not feasible, a written justification explaining this decision must be included in the Plan.

EC10.17

50 Location of Best Management Practices that are consistent with and no less stringent than the Manual for Erosion and Sediment Control in Georgia. Use uniform coding symbols from the Manual, Chapter 6, with legend.

51 Provide detailed drawings for all structural practices. Specifications must, at a minimum, meet the guidelines set forth in the Manual for Erosion and Sediment Control in Georgia.

52 Provide vegetative plan, noting all temporary and permanent vegetative practices. Include species, planting dates and seeding, fertilizer, lime and mulching rates. Vegetative plan shall be site specific for appropriate time of year that seeding will take place and for the appropriate geographic region of Georgia.

* If using this checklist for a project that is less than 1 acre and not part of a common development but within 200 ft of a perennial stream, the * checklist items would be N/A.

Effective January 1, 2024

EC10.10

EC10.11

EC10.12-16

EC10.18

EC10.11

EC10.11-18

EC10.12-16

EC10.17

EC10.11-16

SEDIMENT & EROSION CONTROL

NOTES

EC10.11REVISIONS

APPROVED BY: XXX

DRAWN BY: XXX

DWG. NO.:

NO. DESCRIPTION DATE

Southeastern Gas Engineering www.southeasterngasengineering.com

P.O. Box 20191 Atlanta, Georgia 30325

CITY OF COVINGTON

2194 EMORY STREET N.W.

COVINGTON, GEORGIA 30014

No. 19035

PROFESSIONAL

R E G I S T E R E D

E N G I N E E R

E O R G I A

EDW A R D G . C O NDER

DATE: 6-12-2024

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24-HOUR CONTACT:

(770)385-2000

SOIL SYMBOL SOIL NAME SLOPES K FACTOR T FACTOR

CCA CARTECAY AND CHEWACLA 0-2% .17 5

CfC2 CECIL SANDY CLAY LOAM 6-10% .15 5 CuC CECIL-URBAN LAND COMPLEX 2-10% .20 5

CONSTRUCTION SCHEDULE

IF PERMANENT VEGETATION FALL IN A PERIOD OF TIME WHEN PERMANENT GRASSING IS NOT ALLOWED, THE SITE

SHALL BE PERMANENTLY GRASSED AT THE BEGINNING OF THE NEXT GRASSING SEASON.

TEMPORARY EROSION CONTROL STRUCTURES SHALL BE REMOVED AFTER PERMANENT GRASS OR PAVING HAS BEEN ESTABLISHED.

END CONSTRUCTION

BEGIN CONSTRUCTION

ACTIVITY

MONTH

INSTALLATION OF

PERIMETER BMPs

INSTALLATION OF

INFRASTRUCTURE

MAINTENANCE OF EROSION

CONTROL MEASURES

REMOVE TEMPORARY

STRUCTURES **

MONTH

TEMPORARY GRASSING OR

ASPHALT PATCHING

FINAL GRASSING* OR

ASPHALT PATCHING

INSTALL TREE PROTECTION

(IF REQUIRED)

1. CERTIFICATION STATEMENT

I CERTIFY THAT THIS EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN (ES&PC

PLAN) HAS BEEN PREPARED IN ACCORDANCE WITH PART IV GAR 100002.

I CERTIFY THAT THE PERMITTEE'S EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN

PROVIDES FOR AN APPROPRIATE AND COMPREHENSIVE SYSTEM OF BEST MANAGEMENT

PRACTICES REQUIRED BY THE GEORGIA WATER QUALITY CONTROL ACT AND THE DOCUMENT

"MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA" (MANUAL) PUBLISHED BY

THE GEORGIA SOIL AND WATER CONSERVATION COMMISSION AS OF JANUARY 1 OF THE

YEAR IN WHICH THE LAND-DISTURBING ACTIVITY WAS PERMITTED, PROVIDES FOR THE

SAMPLING OF THE RECEIVING WATER(S) OR THE SAMPLING OF THE STORMWATER OUTFALLS

AND THAT THE DESIGNED SYSTEM OF BEST MANAGEMENT PRACTICES AND SAMPLING

METHODS IS EXPECTED TO MEET THE REQUIREMENTS CONTAINED IN THE GENERAL NPDES

PERMIT NO. GAR100002.

I CERTIFY UNDER PENALTY OF LAW THAT THIS PLAN WAS PREPARED AFTER A SITE VISIT TO

THE LOCATIONS DESCRIBED HEREIN BY MYSELF OR MY AUTHORIZED AGENT, UNDER MY

SUPERVISION.

EDWARD G. CONDER

GSWCC NO. 0000045545

EXPIRES 09/19/2025

2. DESCRIPTION

3. ES&PC PLAN GENERAL NOTES

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.

EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF

FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE

CONTROL, ADDITIONAL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE

IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.

MAINTENANCE OF ALL SOIL, EROSION, AND SEDIMENT CONTROL MEASURES AND PRACTICES,

WHETHER TEMPORARY OR PERMANENT, SHALL BE AT ALL TIMES THE RESPONSIBILITY OF THE

CONTRACTOR.

ALL FILL SLOPES SHALL HAVE SILT FENCE PLACED AT THE SLOPE'S TOE.

CONCENTRATED FLOW AREAS AND ALL SLOPES STEEPER THAN 2.5:1 WITH A HEIGHT OF TEN

FEET OR GREATER SHALL BE STABILIZED WITH APPROPRIATE EROSION CONTROL MATTING OR

BLANKET.

THE DESIGN PROFESSIONAL WHO PREPARED THE ES&PC PLAN IS TO INSPECT THE

INSTALLATION OF THE INITIAL SEDIMENT STORAGE REQUIREMENTS, PERIMETER CONTROL

BMPs, AND SEDIMENT BASINS WITHIN 7 DAYS AFTER INSTALLATION IN ACCORDANCE WITH

PART IV.A.5. PAGE 26 OF THE PERMIT. AN ALTERNATIVE DESIGN PROFESSIONAL APPROVED

BY EPD IN WRITING MAY PERFORM THE INSPECTION.

THERE ARE NO DELINEATED WETLANDS ON THIS PROJECT SITE. WETLANDS WILL NOT BE

DISTURBED BY THIS PROJECT.

SEDIMENT STORAGE INDICATORS MUST BE INSTALLED IN SEDIMENT STORAGE STRUCTURES,

INDICATING 1/3 FULL VOLUME.

ALL STORMWATER MANAGEMENT UTILITIES TO BE INSPECTED BY DEPARTMENT OF WATER

RESOURCES.

4. PLAN ALTERATIONS

THIS ES&PC PLAN IS PROVIDED BY THE ENGINEER. IT ADDRESSES THE STAGED CONSTRUCTION

OF THE PROJECT ON THE BASIS OF COMMON CONSTRUCTION METHODS AND TECHNIQUES.

IF THE CONTRACTOR ELECTS TO ALTER THE STAGED CONSTRUCTION FROM THAT SHOWN ON

THE PLANS OR UTILIZE CONSTRUCTION TECHNIQUES THAT RENDER THIS PLAN INEFFECTIVE,

AND THE ENGINEER APPROVES THE REQUEST, THE CONTRACTOR SHALL BE RESPONSIBLE FOR

THE REVISION OF THE ES&PC PLAN TO REFLECT THE REVISED CONSTRUCTION. THIS WILL

ALSO INCLUDE ANY REVISIONS TO THE EROSION AND SEDIMENTATION CONTROL ITEM

QUANTITIES.

THE CONTRACTOR AND THE CERTIFIED DESIGN PROFESSIONAL SHALL CAREFULLY EVALUATE

THIS PLAN PRIOR TO COMMENCING LAND-DISTURBING ACTIVITIES.

AMENDMENTS/REVISIONS TO THE ES&PC PLAN WHICH HAVE A SIGNIFICANT EFFECT ON

BMPs WITH A HYDRAULIC COMPONENT MUST BE CERTIFIED BY THE DESIGN PROFESSIONAL.

A REVISION TO THE EROSION CONTROL PLAN IS REQUIRED WHENEVER THERE IS A CHANGE IN

DESIGN, CONSTRUCTION, OPERATION, OR MAINTENANCE, THAT WILL HAVE A SIGNIFICANT

EFFECT ON BMPs WITH A HYDRAULIC COMPONENT, OR IF THE PLAN PROVES TO BE

INEFFECTIVE IN ELIMINATING POLLUTANT DISCHARGE.

5. TEMPORARY MULCHING

EXCEPT AS PROVIDED IN EPD GENERAL PERMIT GAR 100002, STABILIZATION MEASURES

SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE

CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE

MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE

HAS TEMPORARILY OR PERMANENTLY CEASED.

ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE

STABILIZED WITH MULCH OR TEMPORARY SEEDING. HOWEVER, IN SPECIAL CASES THE

PROJECT ENGINEER MAY REQUIRE THE CONTRACTOR TO PERFORM STABILIZATION MORE

OFTEN THAN 14 DAYS.

6. VEGETATION AND PLANTING SCHEDULE

ALL TEMPORARY AND PERMANENT VEGETATIVE PRACTICES INCLUDING PLANT SPECIES,

PLANTING DATES, SEEDING, FERTILIZING, LIMING, AND MULCHING FOR THIS PROJECT CAN BE

FOUND IN THE ES&PC PLAN.

7. SEQUENCE OF MAJOR ACTIVITIES

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF CONSTRUCTION

SEQUENCING AND PHASING. THE PERIMETER BMP'S AND INLET PROTECTION DEVICES MUST

BE IN PLACE AS SHOWN ON THE PLANS PRIOR TO TO ANY LAND DISTURBING ACTIVITIES.

ADDITIONAL BMPs SHALL BE INSTALLED AND MAINTAINED DURING CONSTRUCTION AS

SHOWN OR AS OTHERWISE REQUIRED. PERMANENT BMP'S AND FINAL STABILIZATION SHALL

BE COMPLETED AS SHOWN ON THE PLAN OR AS OTHERWISE REQUIRED.

8. PETROLEUM STORAGE, SPILLS, AND LEAKS

THESE PLANS EXPRESSLY DELEGATE THE RESPONSIBILITY OF PROPER ON-SITE HAZARDOUS

MATERIAL MANAGEMENT TO THE CONTRACTOR. THE CONTRACTOR SHALL AT A MINIMUM

PROVIDE AN ACTION PLAN AND KEEP THE NECESSARY MATERIALS ON SITE FOR THE CAPTURE,

CLEAN UP, AND DISPOSAL OF ANY PETROLEUM PRODUCT, OR OTHER HAZARDOUS MATERIAL,

LEAKS OR SPILLS ASSOCIATED WITH THE SERVICING, REFUELING OR OPERATION OF ANY

EQUIPMENT UTILIZED AT THE SITE. A COPY OF THE ACTION PLAN SHALL BE MAINTAINED ON

THE PROJECT SITE. ALL PERSONNEL OPERATING OR SERVICING EQUIPMENT SHALL BE

FAMILIAR WITH THE ACTION PLAN. THE CONTRACTOR SHALL NOT PARK, REFUEL, OR

MAINTAIN EQUIPMENT WITHIN STREAMS.

9. SPILL CLEANUP AND CONTROL PRACTICES

· LOCAL, STATE AND MANUFACTURER'S RECOMMENDED METHODS FOR SPILL CLEANUP

WILL BE CLEARLY POSTED AND PROCEDURES WILL BE MADE AVAILABLE TO SITE

PERSONNEL.

· MATERIAL AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE

MATERIAL STORAGE AREAS. TYPICAL MATERIALS AND EQUIPMENT INCLUDES, BUT IS

NOT LIMITED TO, BROOMS, DUSTPANS, MOPS, RAGS, GLOVES, GOGGLES, CAT LITTER,

SAND, SAWDUST AND PROPERLY LABELED PLASTIC AND METAL WASTE CONTAINERS.

· SPILL PREVENTION PRACTICES AND PROCEDURES WILL BE REVIEWED AFTER A SPILL

AND ADJUSTED AS NECESSARY TO PREVENT FUTURE SPILLS.

· ALL SPILLS WILL BE CLEANED UP IMMEDIATELY UPON DISCOVER. ALL SPILLS WILL BE

REPORTED AS REQUIRED BY LOCAL, STATE, AND FEDERAL REGULATIONS.

· FOR SPILLS THAT IMPACT SURFACE WATER (LEAVE A SHEEN ON SURFACE WATER), THE

NATIONAL RESPONSE CENTER (NRC) WILL BE CONTACTED WITHIN 24 HOURS AT

1-800-426-2675.

· FOR SPILLS OF AN UNKNOWN AMOUNT, THE NATIONAL RESPONSE CENTER (NRC) WILL

BE CONTACTED WITHIN 24 HOURS AT 1-800-426-2675.

· FOR SPILLS GREATER THAN 25 GALLONS AND NO SURFACE WATER IMPACTS OCCUR,

THE GEORGIA E.P.D. WILL BE CONTACTED WITHIN 24 HOURS.

· FOR SPILLS LESS THAN 25 GALLONS AND NO SURFACE WATER IMPACTS OCCUR, THE

SPILL WILL BE CLEANED UP AND LOCAL AGENCIES WILL BE CONTACTED AS REQUIRED.

THE CONTRACTOR SHALL NOTIFY THE LICENSED PROFESSIONAL WHO PREPARED THIS PLAN IF

MORE THAN 1,320 GALLONS OF PETROLEUM IS STORED ONSITE (THIS INCLUDES CAPACITIES

OF EQUIPMENT) OR IF ANY ONE PIECE OF EQUIPMENT HAS A CAPACITY GREATER THAN 660

GALLONS. THE CONTRACTOR WILL NEED A SPILL PREVENTION CONTAINMENT AND

COUNTERMEASURES PLAN PREPARED BY THAT LICENSED PROFESSIONAL.

IF THE CONTRACTOR ELECTS TO STORE PETROLEUM PRODUCTS ON SITE, THE CONTRACTOR

SHALL PREPARE AN ES&PC PLAN ADDENDUM THAT ADDRESSES THE ADDITIONAL BMPS

NEEDED FOR ONSITE STORAGE AND SPILL PREVENTION FOR PETROLEUM PRODUCTS. THIS

PLAN SHALL BE PREPARED BY A CERTIFIED DESIGN PROFESSIONAL AS REQUIRED BY GAR

100002 FOR INCLUSION WITH THESE PLANS.

10. SOIL SERIES INFORMATION

A PROJECT-SPECIFIC SOIL SURVEY AND GEOTECHNICAL INVESTIGATION WAS NOT

PERFORMED FOR THIS PROJECT. SOIL SERIES INFORMATION OBTAINED FROM THE NRCS IS

SHOWN ON THE PLAN SHEETS AND SUMMARIZED IN THE CHART CONTAINED HEREIN. THE

NRCS SOIL SURVEY AND SOIL SERIES MAPS FOR THE PROJECT AREA ARE ALSO AVAILABLE

ONLINE AT HTTP:\\WEBSOILSURVEY.NRCS.USDA.GOV\ AND LIST THE SOIL TYPES.

A SUMMARY OF THE SOILS THAT ARE EXPECTED TO BE FOUND ON THE PROJECT SITE IS

SHOWN IN THE TABLE BELOW.

11. POSTCONSTRUCTION BMPs FOR STORMWATER

MANAGEMENT

ALL PERMANENT POST-CONSTRUCTION BMP'S ARE SHOWN IN THE CONSTRUCTION PLANS

AND IN THE ES&PC PLAN. THE POST-CONSTRUCTION BMPs FOR THIS PROJECT CONSIST OF VEGETATION. THE POST-CONSTRUCTION BMPs WILL PROVIDE PERMANENT STABILIZATION OF

THE SITE AND PREVENT ABNORMAL TRANSPORTATION OF SEDIMENT AND POLLUTANTS INTO

RECEIVING WATERS.

12. SILT FENCE INSTALLATIONS WITH J HOOKS AND SPURS

SILT FENCE SHOULD NEVER BE RUN CONTINUOUSLY. THE SILT FENCE SHOULD TURN BACK

INTO THE FILL OR SLOPE TO CREATE SMALL POCKETS THAT TRAP SILT AND FORCE

STORMWATER TO FLOW THROUGH THE SILT FENCE. THIS TECHNIQUE IS CALLED USING J

HOOKS (OR SPURS). THE J HOOKS SHALL BE UTILIZED ON ALL SILT FENCES THAT ARE LOCATED

AROUND THE PERIMETER OF THE PROJECT AND ALONG THE TOE OF EMBANKMENTS OR

SLOPES. THE J HOOKS SHALL BE SPACED IN ACCORDANCE WITH THE TYPICAL LOCATION

DETAILS FOR SILT FENCES / BALED STRAW. THE MAXIMUM J HOOK SPACING IS REACHED

WHEN THE TOP OF THE J HOOK IS AT THE SAME ELEVATION AS THE BOTTOM OF THE

IMMEDIATELY UPGRADIENT J HOOK.

13. SITE STABILIZATION AND BMP MAINTENANCE MEASURES

ALL SEDIMENT CONTROL DEVICES, OTHER THAN SEDIMENT BASINS, SHALL BE CLEANED OF

SEDIMENT WHEN ONE-HALF THE CAPACITY, BY HEIGHT, DEPTH, OR VOLUME HAS BEEN

REACHED. SEDIMENT BASINS SHALL BE CLEANED OF SEDIMENT WHEN ONE-THIRD THE

CAPACITY, BY VOLUME, HAS BEEN REACHED. REFER TO BMP DETAILS INCLUDED HEREIN FOR

FURTHER MAINTENANCE INFORMATION.

14. WASTE DISPOSAL

WHERE ATTAINABLE, LOCATE WASTE COLLECTION AREAS, DUMPSTERS, TRASH CANS AND

PORTABLE TOILETS AWAY FROM STREETS, GUTTERS, WATERCOURSES AND STORM DRAINS.

SECONDARY CONTAINMENT SHALL BE PROVIDED AROUND LIQUID WASTE COLLECTION

AREAS TO MINIMIZE THE LIKELIHOOD OF CONTAMINATED DISCHARGES. THE CONTRACTOR

SHALL COMPLY WITH APPLICABLE STATE AND LOCAL WASTE STORAGE AND DISPOSAL

REGULATIONS AND OBTAIN ALL NECESSARY PERMITS.

WASTE MATERIALS, INCLUDING BUILDING MATERIALS, SHALL NOT BE DISCHARGED TO

WATERS OF THE STATE, UNLESS AUTHORIZED BY A SECTION 404 PERMIT.

15. INSPECTIONS

DAY AND SHALL

IDENTIFY ALL INCIDENTS OF BEST MANAGEMENT PRACTICES THAT HAVE NOT BEEN

PROPERLY INSTALLED AND/OR MAINTAINED AS DESCRIBED IN THE PLAN. WHERE THE

REPORT DOES NOT IDENTIFY ANY INCIDENTS, THE INSPECTION REPORT SHALL CONTAIN

A STATEMENT THAT THE BEST MANAGEMENT PRACTICES ARE IN COMPLIANCE WITH THE

EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN. THE REPORT SHALL BE

SIGNED IN ACCORDANCE WITH PART V.G.2. OF THIS PERMIT.

16. NON-STORM WATER DISCHARGES

NON-STORM WATER DISCHARGES DEFINED IN PART III.A.2 AND IN COMPLIANCE WITH PART

IV.D.7 OF THE NPDES PERMIT MAY BE DISCHARGED, INCLUDING: WATER LINE FLUSHING,

IRRIGATION DRAINAGE, UNCONTAMINATED GROUND WATER. ADDITIONAL NON-STORM

WATER DISCHARGES MAY BE IDENTIFIED AFTER CONSTRUCTION HAS COMMENCED. THESE

DISCHARGES SHALL BE SUBJECT TO THE SAME REQUIREMENTS AS STORM WATER

DISCHARGES REQUIRED BY THE GEORGIA EROSION AND SEDIMENTATION CONTROL ACT, THE

NPDES PERMIT, THE CLEAN WATER ACT, THE MANUAL FOR EROSION AND SEDIMENT

CONTROL IN GEORGIA, DEPARTMENT STANDARDS, AND OTHER CONTRACT DOCUMENTS. THE

NPDES DOES NOT AUTHORIZE THE DISCHARGE OF SOAPS OR SOLVENTS USED IN VEHICLE

AND EQUIPMENT WASHING OR THE DISCHARGE OF WASTEWATER CONTAINING STUCCO,

PAINT, OILS, CURING COMPOUNDS, AND OTHER CONSTRUCTION MATERIALS.

17. STORM WATER DISCHARGES

POLLUTANTS SHALL BE

MINIMIZED IN THE STORM WATER DISCHARGES BY MAINTAINING GOOD HOUSEKEEPING

AND UTILIZING PROPER CARE, HANDLING OF, AND/OR DISPOSAL OF CONSTRUCTION

MATERIALS, SOLVENTS, PETROLEUM PRODUCTS, AND CONSTRUCTION WASTE. STRUCTURAL

AND VEGETATIVE BMPs SHALL BE UTILIZED AS DESCRIBED AND DEPICTED IN THE ES&PC PLAN.

18. PRODUCT SPECIFIC PRACTICES

PETROLEUM BASED PRODUCTS - CONTAINERS FOR PRODUCTS SUCH AS FUELS, LUBRICANTS,

AND TARS WILL BE INSPECTED DAILY FOR LEAKS AND SPILLS. THIS INCLUDES ONSITE VEHICLES

AND MACHINERY DAILY INSPECTIONS AND REGULAR PREVENTATIVE MAINTENANCE OF SUCH

EQUIPMENT. EQUIPMENT MAINTENANCE AREAS WILL BE LOCATED AWAY FROM STATE

WATERS, NATURAL DRAINS, AND STORM WATER DRAINAGE INLETS. IN ADDITION,

TEMPORARY FUELING TANKS SHALL HAVE A SECONDARY CONTAINMENT LINER TO

PREVENT/MINIMIZE SITE CONTAMINATION. DISCHARGE OF OILS, FUELS, AND LUBRICANTS IS

PROHIBITED. PROPER DISPOSAL METHODS WILL INCLUDE COLLECTION IN A SUITABLE

CONTAINER AND DISPOSAL AS REQUIRED BY LOCAL AND STATE REGULATIONS.

PAINTS/FINISHES/SOLVENTS - ALL PRODUCTS WILL BE STORED IN TIGHTLY SEALED ORIGINAL

CONTAINERS WHEN NOT IN USE. EXCESS PRODUCT WILL NOT BE DISCHARGED TO THE STORM

WATER COLLECTION SYSTEM. EXCESS PRODUCT, MATERIALS USED WITH THESE PRODUCTS,

AND PRODUCT CONTAINERS WILL BE DISPOSED OF ACCORDING TO MANUFACTURER'S

SPECIFICATIONS AND RECOMMENDATIONS.

CONCRETE TRUCK WASHING - NO CONCRETE TRUCKS WILL BE ALLOWED TO WASH OUT OR

DISCHARGE SURPLUS CONCRETE OR DRUM WASH WATER ONSITE.

FERTILIZER/HERBICIDES - THESE PRODUCTS WILL BE APPLIED AT RATES THAT DO NOT EXCEED

THE MANUFACTURER'S SPECIFICATIONS OR ABOVE THE GUIDELINES SET FORTH IN THE CROP

ESTABLISHMENT OR IN THE GSWCC MANUAL FOR EROSION AND SEDIMENT CONTROL IN

GEORGIA. ANY STORAGE OF THESE MATERIALS WILL BE UNDER ROOF IN SEALED

CONTAINERS.

BUILDING MATERIALS - NO BUILDING OR CONSTRUCTION MATERIALS WILL BE BURIED OR

DISPOSED OF ONSITE. ALL SUCH MATERIAL WILL BE DISPOSED OF IN PROPER WASTE

DISPOSAL PROCEDURES.

19. DEWATERING AND PUMPING ACTIVITIES

ANY PUMPED DISCHARGE FROM AN EXCAVATION OR DISTURBED AREA SHALL BE ROUTED

THROUGH AN APPROPRIATELY SIZED SEDIMENT BASIN, SILT FILTER BAG, OR SHALL BE

TREATED EQUIVALENTLY WITH SUITABLE BMP'S.

20. OTHER CONTROLS

THE CONTRACTOR SHALL FOLLOW THIS ES&PC PLAN AND ENSURE AND DEMONSTRATE

COMPLIANCE WITH ALL APPLICABLE STATE AND/OR LOCAL REGULATIONS FOR WASTE

DISPOSAL, SANITARY SEWER AND SEPTIC SYSTEMS, AND PETROLEUM STORAGE.

THE CONTRACTOR SHALL CONTROL DUST FROM THE SITE TO THE MAXIMUM EXTENT

PRACTICAL.

21. RETENTION OF RECORDS

A. THE PRIMARY PERMITTEE SHALL RETAIN THE FOLLOWING RECORDS AT THE

CONSTRUCTION SITE OR THE RECORDS SHALL BE READILY AVAILABLE AT A DESIGNATED

ALTERNATE LOCATION FROM COMMENCEMENT OF CONSTRUCTION UNTIL SUCH TIME

AS A NOT IS SUBMITTED IN ACCORDANCE WITH PART VI OF THE PERMIT:

a. A COPY OF ALL NOTICES OF INTENT SUBMITTED TO EPD;

b. A COPY OF THE EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN REQUIRED

BY THE PERMIT;

c. THE DESIGN PROFESSIONAL'S REPORT OF THE RESULTS OF THE INSPECTION CONDUCTED

IN ACCORDANCE WITH PART IVA5. OF THE PERMIT;

d. A COPY OF ALL SAMPLING INFORMATION, RESULTS, AND REPORTS REQUIRED BY THE

PERMIT;

e. A COPY OF ALL INSPECTION REPORTS GENERATED IN ACCORDANCE WITH PART IV.D.4.a.

OF THE PERMIT;

f. A COPY OF ALL VIOLATION SUMMARIES AND VIOLATION SUMMARY REPORTS

GENERATED IN ACCORDANCE WITH PART III.D.2. OF THE PERMIT; AND

g. DAILY RAINFALL INFORMATION COLLECTED IN ACCORDANCE WITH PART IV.D.4.a.(2). OF

THE PERMIT.

B. COPIES OF ALL NOTICES OF INTENT, NOTICES OF TERMINATION, INSPECTION REPORTS,

SAMPLING REPORTS (INCLUDING ALL CALIBRATION AND MAINTENANCE RECORDS AND

ALL ORIGINAL STRIP CHART RECORDINGS FOR CONTINUOUS MONITORING

INSTRUMENTATION) OR OTHER REPORTS REQUESTED BY THE EPD, EROSION,

SEDIMENTATION AND POLLUTION CONTROL PLANS, RECORDS OF ALL DATA USED TO

COMPLETE THE NOTICE OF INTENT TO BE COVERED BY THIS PERMIT AND ALL OTHER

RECORDS REQUIRED BY THIS PERMIT SHALL BE RETAINED BY THE PERMITTEE WHO

EITHER PRODUCED OR USED IT FOR A PERIOD OF AT LEAST THREE YEARS FROM THE DATE

THAT THE NOT IS SUBMITTED IN ACCORDANCE WITH PART VI. OF THIS PERMIT. THESE

RECORDS MUST BE MAINTAINED AT THE PERMITTEE'S PRIMARY PLACE OF BUSINESS OR

AT A DESIGNATED ALTERNATIVE LOCATION ONCE THE CONSTRUCTION ACTIVITY HAS

CEASED AT THE PERMITTED SITE. THIS PERIOD MAY BE EXTENDED BY REQUEST OF THE

EPD AT ANY TIME UPON WRITTEN NOTIFICATION TO THE PERMITTEE.

22. SEDIMENT STORAGE

THE SITE HAS A TOTAL DISTURBED AREA OF 1.10 ACRES. AT A RATE OF 67 CY/AC, THE

REQUIRED MINIMUM SEDIMENT STORAGE IS 74 CY. THE NATURE OF THIS LINEAR

CONSTRUCTION, ALONG A NARROW CORRIDOR, DOES NOT ALLOW FOR CENTRAL SEDIMENT

STORAGE BMPs. SILT FENCE SHALL BE THE PRIMARY MEANS OF SEDIMENT STORAGE.

ALL STORED BUILDING PRODUCTS, CONSTRUCTION WASTES, TRASH, LANDSCAPE MATERIALS,

FERTILIZERS, PESTICIDES, HERBICIDES, DETERGENTS, SANITARY WASTE, AND OTHER

MATERIALS SHALL BE COVERED WITH PLASTIC SHEETING.

23. DISCHARGES INTO OR WITHIN ONE LINEAR MILE UPSTREAM

OF AND WITHIN THE SAME WATERSHED AS ANY BIOTA

IMPAIRED STREAM SEGMENT

PROJECT OUTFALLS ARE LOCATED WITHIN 1 LINEAR MILE UPSTREAM OF THE ALCOVY RIVER.

THIS WATERSHED IS NOT AN IMPAIRED STREAM SEGMENT AND HAS NOT BEEN LISTED FOR

CRITERIA VIOLATED. THEREFORE, A TMDL IMPLEMENTATION PLAN FOR SEDIMENT IS NOT

NECESSARY.

24. STREAM ENCROACHMENTS

STREAMS, AS DEFINED BY O.C.G.A. 12-7-1, ARE NOT IMPACTED BY THIS PROJECT.

NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN 25 OR 50-FOOT UNDISTURBED

STREAMS AS MEASURED FROM THE POINT OF WRESTED VEGETATION OR WITHIN 25-FEET OF

THE COASTAL MARSHLAND BUFFER AS MEASURED FROM THE JURISDICTIONAL

DETERMINATION LINE WITHOUT FIRST ACQUIRING THE NECESSARY VARIANCES AND

PERMITS.

THIS PROJECT DOES NOT INCLUDE ANY BUFFER ENCROACHMENTS.

25. READY MIX CHUTE WASH-DOWN

THE WASHING OF READY-MIX CONCRETE DRUMS AND DUMP TRUCK BODIES USED IN THE

DELIVERY OF PORTLAND CEMENT CONCRETE IS PROHIBITED ON THIS SITE. ONLY THE

DISCHARGE "CHUTE" UTILIZED IN PORTLAND CEMENT CONCRETE DELIVERY MAY BE RINSED

FREE OF FRESH CONCRETE REMAINS. NEVER DISPOSE OF WASH-DOWN WATER DOWN A

STORM DRAIN.

THE PROJECT SITED DOES NOT PROVIDE ACCESS TO A LOCATION WHICH ALLOWS FOR A

WASH-DOWN PIT. THE CONTRACTOR SHALL WASH-DOWN INTO A WHEELBARROW, STEEL

DRUM, OR OTHER CONTAINER FOR TRANSPORT TO A PROPER DISPOSAL SITE. FOR

ADDITIONAL INFORMATION, REFER TO THE GEORGIA SMALL BUSINESS ENVIRONMENTAL

ASSISTANCE PROGRAM'S "A GUIDE FOR READY MIX CHUTE/HOPPER WASH-DOWN".

26. STORMWATER MANAGEMENT STATEMENT

WORK IS LOCATED WITHIN PUBLIC RIGHT-OF-WAY OR

EASEMENT ACQUIRED FOR THIS PROJECT. THE SITE WILL BE RESTORED, AND THERE WILL BE

NO CHANGES TO ELEVATION, DRAINAGE PATTERNS, OR IMPERVIOUS AREA.

THERE WILL BE NO INCREASE IN IMPERVIOUS AREA ASSOCIATED WITH THE PROPOSED

CONSTRUCTION AND ALL DISTURBED AREAS SHALL BE RESTORED TO PRE-CONSTRUCTION

CONDITIONS. SOILS THROUGHOUT THE SITE ARE PREDOMINANTLY GROUP B. USING THIS

DATA, THE ESTIMATED PRE- AND POST-CONSTRUCTION SCS RUNOFF CURVE NUMBER (CN)

FOR THE PROJECT AREA IS APPROXIMATELY 70. TOTAL PROJECT DISTURBED AREAS EQUAL

1.15 ACRES.

THE LOCATIONS OF STORMWATER OUTFALLS AND MONITORING POINTS ARE NOT REQUIRED

FOR THIS PROJECT.

STORMWATER MANAGEMENT FOR THIS PROJECT IS PROVIDED ON-SITE.

STORMWATER MANAGEMENT ON THIS PROJECT CONSISTS OF THE TEMPORARY AND

PERMANENT EROSION AND SEDIMENT CONTROLS.

PRIMARY PERMITTEE ENGINEER

No. 19035

PROFESSIONAL

R E G I S T E R E D

E N G I N E E R

E O R G I A

EDW A R D G . C O NDER

STM

STMSTM

STM

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SANGA S

GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS GAS GAS GAS GAS

GAS

S GA

TEL

TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL

TEL

TEL TEL TEL TEL TEL TEL TEL TEL TEL

W M

WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM

W M

TBX

OHP

O H

P O

H P

O H

P O

H P

O H

OHP

O H

OHP

O H

OHP OHP

OHP

O H

P O

H P

OHP

OHP OHP OHP OHP

OHP

N E

' A

#4RBF#4RBF #4RBF

CONCRETE SIDEWALK

CONC. S/W

& STAIRS

W/ RAIL

CONCRETE

SIDEWALK

XXXXXX

WROUGHT IRON FENCE

CONC.

DRIVEWAY

CONC.

DRIVEWAY

PICKETT FENCEGATE GATE GATE

BRICK

COLUMNS

W/ WROUGHT

IRON FENCE

CONC. S/W

W/ CONC.

WALL

STREET

SIGN

CONC. S/W

W/ CONC.

WALL

BRICK

S/W

ONE WAY

SIGN

35MPH

SIGN

BRICK

S/WCONC. S/W

& STAIRS

W/ RAIL

CONCRETE SIDEWALK

CWSPTSHH

RAMP

BIKE LANE

SIGN

CONC. S/W

NO WRONG

WAY PARKING

SIGN

XXXXXXXXXXXXXX CONCRETE SIDEWALK

WROUGHT

IRON FENCE

GATE

CONC. S/W

35MPH

SIGN MARKER

BIKE LANE

SIGN

WROUGHT IRON FENCE GATE

CONC. S/W

& STEP

W/ CONC.

BLOCK

CONCRETE SIDEWALK

CROSSWALK

AHEAD SIGN

BLOCK WALL

CONC. STAIRS

W/ RAILBRICK

COLUMN

(TYPICAL)

MARKER

FACE OF

PORCH

CONC. WALL

& STEPS

COLUMN,

BRICK WALL

& WROUGHT

IRON FENCE

PAVER

STAIRS

CONC.

S/W

CONC.

S/W

COMMON

CONC.

DRIVEWAY

CONC.

S/W

CONC.

S/W

SAN

STOP

SIGN

STOP

SIGN

CROSSWALK

SIGN

RAMP

GASLINE BY GIS

GAS

GASLINE BY GIS

GAS

GASLINE BY GIS

CONCRETE BLOCK WALL

GASLINE BY GIS

FLOYD STREET FLOYD STREET

2'L-BACK C&G

CONCRETE

24"L-BACK C&G

2'L-BACK C&G 2'L-BACK C&G

CONCRETE WALL

SAN

(A )(B)

(D)

(B)

(D)

RAMP

741.1 74 2 74

4 74

751.1750.6 751.3

8 74

4 74

S S

OHW OHW OHW OHW OHW OHW OHW OHW OHW

OHW

(A )(B)

(D)

(B)

(D)

STM STM

STM

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS GAS GAS GAS

0+ 00 1+00 2+00 3+00 4+00 5+00 6+00

7+00 8+00

STM

STMSTM

STM

GAS

GAS GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS

TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL TEL

TEL

WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM

WM WM

ICV

TBX

WM WM

O H

OHP

O H

OHP OHP OHP

H P

O H

OHP

O H

P O

H P

OHP

O H

P O

H P

O H

N S

1"OTF #4RBF

X X

SANSANSANSANSANSANSANSANSANSANSANSAN

SAN SAN SAN SAN SAN SAN SAN SAN SAN

STOP

SIGN

CROSSWALK

SIGN

CROSSWALK

SIGN

CONC. S/W

W/ STEPS

CONC. S/W

W/ STEPS

CONCRETE SIDEWALK

MARKER

5' CHAINLINK

FENCE

STOP

SIGN

DRIVEWAY

APRON

CONC. S/W

BRICK

SIDEWALK

BIKE LANE

SIGN

RAMP

CROSSWALK

SIGN

MARKER

DECO

POLE

BRICK S/W

W/ STEPS

CONCRETE

STEPS

BRICK PAVERSCONCRETE

SIDEWALK

CONCRETE SIDEWALK

BRICK WALL,

BRICK COLUMNS

& WROUGHT

IRON FENCE BRICK WALL,

BRICK COLUMNS

& WROUGHT

IRON FENCE

CONC.

DRIVEWAY

BRICK

S/W

BIKE LANE

SIGN

CONCRETE SIDEWALK CONCRETE SIDEWALK

CONC.

DRIVEWAY

RAMP

CONC.

S/W

CONCRETE SIDEWALK

MARKER

ASPHALT

DRIVEWAY

YARD INLET

CPP

CONCRETE SIDEWALK

#4RBF

CONC.

DRIVEWAY

CONC.

STAIRS

W/ RAIL

ROCK WALL

BRICK

S/W

BRICK WALL

COLUMN

(TYPICAL)

CONC.

S/W

CONC.

STEPS

COLUMN

(TYPICAL) CONC.

DRIVEWAY

CPP

GATE

BRICK

WALL &

COLUMN

(TYPICAL)

ASPHALT

DRIVEWAY

5' CHAIN

LINK

FENCE

BIKE LANE

SIGN

CROSSWALK

AHEAD SIGN

BIKE LANE

SIGN

HANDRAIL

TOP OF

CREEK

BANK

BOTTOM OF

CREEK BANK

CENTERLINE

OF CREEK

CONCRETE SIDEWALK

WROUGHT IRON

ROCK WALL

SERVES AS

TOP OF BANK

INV=717.46'

18"RCP

ROCK HW

#4RBF

DIST.

#4RBF

WROUGHT IRON FENCE

CONC.

DRIVEWAY

ROCK HW

W/ WING

WALLS

SAN

GAS

GASLINE

BY GIS

GASLINE

BY GIS

GAS

GASLINE

BY GIS

GASLINE

BY GIS

GASLINE

BY GIS

SEWERLINE

BY GIS

SEWERLINE

BY GIS

MH BY GIS

FLOYD STREET

24"L-BACK C&G

SAN

TOP=729.67

C/L BOX INV=720.47*

(24"RCP RECESSED)

15"RCP INV(A)=725.97

INV=721.20'

36"RCP

ROCK WALL

SERVES AS

TOP OF BANK CI

TOP=729.70

24"RCP INV(A)=722.56

24"RCP INV(B)=720.75*

(RECESSED)

12"RCP INV(C)=722.79

48"RCP INV(D)=720.15

(A)

(C)

TOP=734.20

12"RCP INV(A)=729.75

(A)

SANITARY MH

TOP= 730.78

12"DIP INV(A)=723.08

12"DIP INV(B)=724.43

18"CLAY INV(C)=723.03

SANITARY MH

TOP= 729.90

8"DIP INV(A)=724.60

8"CLAY INV(B)=724.70

12"CLAY INV(C)=724.53

(B)(C)

(B)

CROSSWALK

SIGN

TOP=740.90

8"CLAY INV(B)=735.40

8"CLAY INV(C)=735.71

8"CLAY INV(D)=735.30(B)

(D)

RAMP

(A)

TOP=740.38

12"DIP INV(A)=738.99

12"RCP INV(B)=738.53

TOP=739.12

*SILTED IN

(A)

(B) (B)

TOP=742.34

12"DIP INV(A)=733.80

12"DIP INV(B)=734.27

12"DIP INV(C)=733.40

#4RBF

(A)

(C)

TOP=739.94

C/L BOX

INV=736.22

SANITARY MH

TOP= 727.03

18"CLAY INV(A)=721.73

18"CLAY INV(B)=721.68

SAN

(B)

INV=716.37' 18"RCP

INV=716.50' 18"RCP

740.7 741.4 740.6

730.6

730.2

100-YEAR FLOOD

PLAIN. ELEV.

=731.0'

100-YEAR FLOOD

PLAIN. ELEV.

=731.0'

APPROXIMATE MH

PAVED OVER

GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS

GASGAS

GAS

OHW OHW OHW OHW

OHW

M W

CPP

MH BY GIS

(A)

(C)

(A)

SANITARY MH

TOP= 730.78

12"DIP INV(A)=723.08

12"DIP INV(B)=724.43

18"CLAY INV(C)=723.03

SANITARY MH

TOP= 729.90

8"DIP INV(A)=724.60

8"CLAY INV(B)=724.70

12"CLAY INV(C)=724.53

(B)(C)

(B)

TOP=740.90

8"CLAY INV(B)=735.40

8"CLAY INV(C)=735.71

8"CLAY INV(D)=735.30(B)

(D)

(A)

(B) (B)

TOP=742.34

12"DIP INV(A)=733.80

12"DIP INV(B)=734.27

12"DIP INV(C)=733.40

(A)

(C)

SANITARY MH

TOP= 727.03

18"CLAY INV(A)=721.73

18"CLAY INV(B)=721.68

(B)

APPROXIMATE MH

PAVED OVER

INV=717.46'18"RCP

ROCK HW

ROCK HWW/ WINGWALLS

TOP=729.67C/L BOX INV=720.47*(24"RCP RECESSED)15"RCP INV(A)=725.97

TOP=729.7024"RCP INV(A)=722.5624"RCP INV(B)=720.75*(RECESSED)12"RCP INV(C)=722.7948"RCP INV(D)=720.15

TOP=734.20

12"RCP INV(A)=729.75

12"DIP INV(A)=739.47 DI

TOP=740.38

12"DIP INV(A)=738.99

12"RCP INV(B)=738.53

TOP=739.12

*SILTED IN

TOP=740.67

12"RCP INV(A)=738.67

TOP=740.60

12"RCP INV(A)=738.40

12"RCP INV(B)=738.36

TOP=739.71

12"RCP INV(A)=737.76

12"RCP INV(B)=737.61

TOP=739.94

C/L BOX

INV=736.22

INV=716.37' 18"RCP

INV=716.50' 18"RCP

STM STM

STM

STM STM STM

GAS GAS GAS GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS

8+00 9+00 10+00 11+00 12+00

13+00

14+00

15+00

16+00

SCALE: FEET

PLAN

FLOYD ST. NE

N E

S T.

N E

S T.

S E

SEDIMENT & EROSION CONTROL

PLAN (1 OF 5)

EC10.12REVISIONS

APPROVED BY: XXX

DRAWN BY: XXX

DWG. NO.:

NO. DESCRIPTION DATE

Southeastern Gas Engineering www.southeasterngasengineering.com

P.O. Box 20191 Atlanta, Georgia 30325

CITY OF COVINGTON

2194 EMORY STREET N.W.

COVINGTON, GEORGIA 30014

No. 19035

PROFESSIONAL

R E G I S T E R E D

E N G I N E E R

E O R G I A

EDW A R D G . C O NDER

DATE: 6-12-2024

Know what'sbelow.

before you dig.Call

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FLOYD ST. NE

N E

SCALE: FEET

PLAN

S T

S T.

N E

S T

S T.

FLOYD ST. NE

A N

S O

N A

V E.

N E

W M

M E

O R

Sd2-P

Ds2 Ds3Du

TYP - ALL DISTURBED

PERVIOUS AREAS

Sd2-P

No. 19035

PROFESSIONAL

R E G I S T E R E D

E N G I N E E R

E O R G I A

EDW A R D G . C O NDER

NOTE:

1. LIMITS OF DISTURBANCE IS RESTRICTED TO A

6-FOOT-WIDE AREA SURROUNDING THE GAS

MAIN INSTALLATION.

STM STM STM STM STM STM STM

STM

STM STM STM STM STM STM STM STM STM STM STM STM STM

STMSTMSTMSTMSTMSTM

STM

STM STM STM STM STM STM STM

SAN

GAS GAS GAS

GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS GA

GAS

TEL

WM WM

WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM

W M

O H

OHP

OHP OHP

OHP

O H

P O

H P

OHP OHP OHP

OHP

OHP OHP

OHP

OHP OHP

O H

P O

H P

O H

OHP

OHP OHP OHP

O H

OHP

O H

HPOHP

OHP

O H

P O

H P

OHP

OHPO

OHP

O H

OHP

O H

X X

BIKE LANE

SIGN

BOTTOM OF

CREEK BANK

CENTERLINE

OF CREEK

#4RBF BENT

COLUMN

& CONC.

WALL

CONCRETE SIDEWALK

WROUGHT IRON

ROCK WALL

SERVES AS

TOP OF BANK

CONCRETE SIDEWALK

CONC.

DRIVEWAY

CONC.

DRIVEWAY

BRICK

S/W

W M

CONCRETE SIDEWALK

ASPHALT

DRIVEWAY ASPHALT

DRIVEWAY

#4RBF

1"OTPF

UNDER WALL

FUNERAL

HOME SIGN

CONCRETE SIDEWALK

CONC.

S/W ASPHALT

DRIVEWAY

ASPHALT

DRIVEWAY

1"OTPF

BENT

1"ROD

FOUND

TRAFFIC

POLE

CONCRETE SIDEWALK

NO PARKING

SIGN

1"OTPF

AXLE

ROD

FOUND

COBBLESTONE

S/W

CRICKET

FROGTRAIL

NO PARKING

SIGN

CONCRETE SIDEWALK

STONE WALLSTONE WALL

CONC.

STAIRS

BRICK WALL

BRICK

STAIRS

COLUMN

(TYPICAL)

CONC.

DRIVEWAY

BRICK

WALL

ROCK

WALL

CONC.

DRIVEWAY

BRICK &

STONE WALL

BRICK &

STONE WALL

CONC.

STAIRS

COBBLESTONE

S/W

MARKER

CONCRETE SIDEWALK

CONC.

DRIVEWAY

ROCK WALL

ROCK

STAIRS

W/ RAIL

ROD

FOUND

BENT

STOP

SIGN

90'

SAN

GASLINE

BY GIS

GASLINE

BY GIS

GASLINE

BY GIS

GASLINE

BY GIS

TRAFFIC

POLE SIGN

CONCRETE

DRIVEWAY

CONCRETE

SIDEWALK

1"OTPF

35MPH

SIGN

CONCRETE SIDEWALK

CONCRETE

SIDEWALK

BRICK

SIDEWALK

BIKE

LANE

SIGN

STOP

SIGNRAMP

#4RBF

RAMP

STOP

SIGN

CONCRETE SIDEWALK

CONCRETE

DRIVEWAY

MARKER

#4RBF

HOSPITAL

SIGN

FLOYD STREET

24"L-BACK C&G

CONC. APRON

24"L-BACK C&G

CONC. APRON CONC. APRON

24"L-BACK C&G

GAS

GASLINE

BY GIS

GASLINE

BY GIS

24"L-BACK C&G

SAN

ROCK WALL

SERVES AS

TOP OF BANK

SAN

RAMP

WATER METER

INSIDE SEWER

CLEANOUT

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

FLOYD STREET

730.2

731.173

746 74

8 75 0 752 75

4751.5 753.3

100-YEAR FLOOD

PLAIN. ELEV.

=731.0'

100-YEAR FLOOD

PLAIN. ELEV.

=731.0'

OHW

OHW OHW

OHW

SANITARY MH

TOP= 730.42

*MH IS PLUGGED

SANITARY MH

TOP= 744.97

6" DIP INV(A)=738.94

6" DIP INV(B)=737.03

(A)

(B)

SANITARY MH

TOP= 742.48

6" DIP INV(A)=735.28

6" DIP INV(B)=735.10

(A)(B)

(A)

(B) (C)

SANITARY MH

TOP= 729.91

8"DIP INV(A)=724.81

8"DIP INV(B)=724.41

(B)

SANITARY MH

TOP= 755.24

6" DIP INV(A)=750.36

6" DIP INV(B)=749.93

SANITARY MH

TOP= 730.85

6"CLAY INV(A)=726.98

6"CLAY INV(B)=726.96

*CONNECTIVITY

HARD TO DETERMINE.

(A) (B)

W M

GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

16+00

17+00

18+00

19+00 20+00 21+00 22+00

23+00 24+00

STMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTMSTM

STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM STM

STM

STM STM STM STM STM STM STM STM STM STM STM

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS

GAS GAS GAS GAS GAS GAS

S GA

GAS

SWM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM WM

W M

ICV

WM WM WM

WM WM

OHP OHP

OHP

HPOHP

OHP OHP OHP OHP

OHP

O H

OHP OHP OHP

OHP OHP

O H

P O

H P

OHP

O H

P O

H P

OHP OHP OHP OHPOHP OHP OHPOHP OHP OHP

OHP

O H

OHP

O H

OHP

N O

C C

CONCRETE SIDEWALK

CONCRETE

SIDEWALK

BRICK

SIDEWALK

BIKE

LANE

SIGN

STOP

SIGN

HOSPITAL

SIGN

RAMP

ROCK WALL ROCK WALL

ROCK

STEPS

CONC.

PAD

EDGE OF

LANDSCAPING

CONC.

STEPS

W/ BRICK

WALL

PAVER

S/W

CONCRETE SIDEWALK CONCRETE SIDEWALK

BRICK

S/W

BRICK STEPS,

PAVER S/W &

BLOCK WALLS

STOP

SIGN

RAMP

#4RBF

NAIL

FOUND

#4RBF

1" ROD

FOUND

CONCRETE

DRIVEWAY

MARKER

HOSPITAL

SIGN

STOP

SIGN

BIKE

LANE

SIGN

ROCK WALL ROCK WALL

BRICK

COLUMN

(TYPICAL)

CONC.

STEPS CMF

CONCRETE SIDEWALK

BRICK

S/W

CONC.

STEPS

CONCRETE

DRIVEWAY

BRICK WALL

CONCRETE

DRIVEWAY

W/ BRICK

BAND

BRICK WALL

STONE WALL

W/ CONC. STAIRS

CONC. S/W

W/ STEPS

1" ROD

FOUND

BENT

BRICK

COLUMNS

RAMP RAMP

STOP

SIGN

BRICK WALL BRICK WALL

BRICK

STEPS #4RBF

GRAVEL

DRIVEWAY

STOP

SIGN

#4RBF

BLOCK

WALL

SLOW CHILDREN

AT PLAY SIGN

GRAVEL

DRIVEWAY #4RBF

#4RBF

35MPH

SIGN

BRICK

COLUMNS

HOSPITAL

SIGN

CONC. STAIRS

CONCRETE SIDEWALK

CONCRETE

DRIVEWAY

BRICK STAIRS

1"OTPF

24"L-BACK C&G

24"L-BACK C&G 24"L-BACK C&G

24"L-BACK C&G

GASLINE

BY GIS

GASLINE

BY GIS

GASLINE

BY GIS

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

GASLINE

BY GIS

GASLINE

BY GIS

FLOYD STREET

SANITARY MH

TOP= 755.24

6" DIP INV(A)=750.36

6" DIP INV(B)=749.93

INV=756.30

12"RCP

(A)(B)

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

TOP=755.93

C/L BOX INV=750.83

(*APPEARS TO BE

15"RCP, RECESSED)

SANITARY MH

TOP= 757.56

4" DIP INV(A)=754.64

4" DIP INV(B)=754.62

TOP=755.42

18"RCP INV(A)=749.12

18"RCP INV(B)=749.22

(A)(B)

TOP=763.79

C/L BOX INV=757.39

(*PIPES RECESSED)

SANITARY MH

TOP= 768.29

C/L BOX INV=762.51

(*UNABLE TO DETERMINE

PIPE CONNECTIVITY)

TOP=769.99

C/L BOX INV=762.19

(*PIPES RECESSED)

SANITARY MH

TOP=768.76

CONCRETE SIDEWALK

SANITARY MH

TOP=773.04

(*FULL OF SILT)

JB BY GIS

(*NOT VISIBLE

IN FIELD)

TOP=774.35

12"RCP INV(A)=772.65

TOP=774.95

12"RCP INV(A)=773.45

(A)

TOP=774.00

12"RCP INV(A)=770.49

15"RCP INV(B)=769.60

(A)

TOP=775.24

15"RCP INV(A)=771.04

18"RCP INV(B)=770.74

(A)(B)

SANITARY MH

TOP=776.91

8"CLAY INV(A)=771.01

8"CLAY INV(B)=770.91

(A)(B)

6 768

0 77

SANITARY MH

TOP=776.09

C/L BOX INV=773.34

(4"VCP)

S S

GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS

GASGASGASGASGAS

GAS

OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW

OHW

W O

OHW

W M

SANITARY MH

TOP= 755.24

6" DIP INV(A)=750.36

6" DIP INV(B)=749.93

(A)(B)

SANITARY MH

TOP= 757.56

4" DIP INV(A)=754.64

4" DIP INV(B)=754.62

(A)(B)

SANITARY MH

TOP= 768.29

C/L BOX INV=762.51

(*UNABLE TO DETERMINE

PIPE CONNECTIVITY)

SANITARY MH

TOP=768.76

SANITARY MH

TOP=773.04

(*FULL OF SILT)

(A)

(A)(B)

SANITARY MH

TOP=776.91

8"CLAY INV(A)=771.01

8"CLAY INV(B)=770.91

(A)(B)

SANITARY MH

TOP=776.09

C/L BOX INV=773.34

(4"VCP)

INV=756.30

12"RCP

TOP=755.93

C/L BOX INV=750.83

(*APPEARS TO BE

15"RCP, RECESSED)

TOP=755.42

18"RCP INV(A)=749.12

18"RCP INV(B)=749.22

TOP=763.79

C/L BOX INV=757.39

(*PIPES RECESSED)

TOP=769.99

C/L BOX INV=762.19

(*PIPES RECESSED)

JB BY GIS

(*NOT VISIBLE

IN FIELD)

TOP=774.35

12"RCP INV(A)=772.65

TOP=774.95

12"RCP INV(A)=773.45

TOP=774.00

12"RCP INV(A)=770.49

15"RCP INV(B)=769.60

TOP=775.24

15"RCP INV(A)=771.04

18"RCP INV(B)=770.74

GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS

24+00

25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00

FLOYD ST. NE

N E

SCALE: FEET

PLAN

FLOYD ST. NE

S O

C K W

A V E.

S E

ATC

HLIN

T E C1

ATIO

N 24 +0

B U

A V E.

S E

CENTERLINE OF CREEK

EC10.13REVISIONS

APPROVED BY: XXX

DRAWN BY: XXX

DWG. NO.:

NO. DESCRIPTION DATE

Southeastern Gas Engineering www.southeasterngasengineering.com

P.O. Box 20191 Atlanta, Georgia 30325

CITY OF COVINGTON

2194 EMORY STREET N.W.

COVINGTON, GEORGIA 30014

No. 19035

PROFESSIONAL

R E G I S T E R E D

E N G I N E E R

E O R G I A

EDW A R D G . C O NDER

DATE: 6-12-2024

Know what'sbelow.

before you dig.Call

Ju ly

1, H

:\P ro je ct

F ile s\

C ity o f C ov in gt on

G A

\P ro je ct s\

- F lo yd -N ew to n W

M R

D es ig n\

P re lim in ar y

D ra w in gs \0

C iv il

D em o\

Fl oy d\

-D w gs \S

E C

-F

Y D

G as

L in e.

dw g

SEDIMENT & EROSION CONTROL

PLAN (2 OF 5)

Sd2-P Sd2-P

Sd2-P

Ds2 Ds3Du

TYP - ALL DISTURBED

PERVIOUS AREAS

Sd2-P

Sd2-P Sd2-P

FLOYD ST. NE

LIN

T E C1

N 24

SCALE: FEET

PLAN

FLOYD ST. NE

B R O

O K S S

N E

A B

H S

A B

H S

L S T.

N E

L S T.

S E

M E

O R

Ds2 Ds3Du

TYP - ALL DISTURBED

PERVIOUS AREAS

Sd2-P

No. 19035

PROFESSIONAL

R E G I S T E R E D E N G I N E E R

E O R G I A

EDW A R D G . C O NDER

NOTE:

1. LIMITS OF DISTURBANCE IS RESTRICTED TO A

STM

STM STM

GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS

WM WM WM

WM WM WM WM WM WM WM WM WM WM WM WM WM

W M

OHP OHP OHP OHP

OHP

O H

P O

H P

OHP

O H

OHP OHP OHP OHP

O H

P O

H P

O H

P O

H P

O H

OHP

O H

P O

H P

OHP

O H

OHP

N . D

S. D

#4RBF PAVER

S/W GRAVEL

DRIVEWAY CONCRETE

DRIVEWAY

2" ROD

FOUND

#4RBF

35MPH

SIGN

ASPHALT

DRIVEWAY

4X4 WOOD EDGE

1"CTPF

CONCRETE

DRIVEWAY

HOME

SIGN

STOP

SIGN

OHP

BIKE LANE

SIGN

CONCRETE

DRIVEWAY

BRICK STAIRS CONC. STAIRS

CONCRETE

DRIVEWAY

CONCRETE SIDEWALK

CONCRETE

STEPS & S/W

BRICK S/W

#4RBF

1"OTPF

RAMP

BIKE LANE

SIGN

CONCRETE SIDEWALK

CONCRETE

DRIVEWAY

AXLE IN

TREE

CONCRETE

DRIVEWAY

CONCRETE

SIDEWALK

#4RBF

BENT

CONCRETE SIDEWALK

CONCRETE

DRIVEWAY

CONCRETE

SIDEWALK

GRAVEL

DRIVEWAY

#4RBF

AXLE

FOUND

BRICK WALL

BRICK

COLUMN

CONCRETE SIDEWALK

BROKEN

ASPHALT

DRIVEWAY

CONCRETE

DRIVEWAY

CONCRETE

S/W

BRICK

STEPS

BRICK

COLUMN

(TYPICAL)

BRICK WALL

CONCRETE

DRIVEAY

WROUGHT IRON FENCE

BRICK

S/W &

STEPS

#4RBF

BRICK WALL

24"L-BACK C&G

CONC.

APRON

24"L-BACK C&G

CONC.

APRON 24"L-BACK C&G

SAN

SANGA

GASLINE

BY GIS

GAS

GASLINE

BY GIS

SAN SAN…

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 Jul 24, 2024.