c8.0 site details
TRANSCRIPT
Pardue Mill Bridge Repair
P.O. BOX 331CORNELIA, GA 30531
PH: 678-267-3690FAX: 678-267-3731
LOCATION MAP - NOT TO SCALE
Name, address and phone number of developer/owner:Habersham County130 Jacobs WayClarkesville, GA 30523706-754-7734 (Derick Canup)
Name of 24-hour contact who is responsible for erosion and sediment control:Derick Canup130 Jacobs WayClarkesville, GA 30523
Name address and phone number of primary permittee:Habersham County130 Jacobs WayClarkesville, GA 30523706-754-7734 (Derick Canup)
Engineer's/Surveyor's name, address and phone numberJASON M SMITH, PE, GA LEVEL II CERT# 2492J M Smith Engineering LLC155 Clarkesville StreetCornelia, GA 30531(678) 267-3690
Water system:City of Clarkesville
Sewer System:N/A
Zoning:County Right-of-WaySETBACKS: Front: n/a Side: n/a Rear: n/aMAX BUILDING HEIGHT: n/a
TOTAL SITE ACREAGE/DISTURBED ACREAGE - 0.2 acres/ 0.2 ACRESTOTAL SITE ACREAGE INCLUDES ALL PARCELS INVOLVED IN GRADING
SCHEDULE OF DRAWINGSCOVERGENERAL NOTES
ES&PC PLANES&PC DETAILS
C0.0C1.0
C4.2-C4.3
2020-043-25
SITE DEVELOPMENT PLANS FOR:
155 CLARKESVILLE STREET
LOCAL: 706-894-2331
1/22/2021Pardue Mill Road
Clarkesville,GA 30523Land Lot 6, 10th District, Habersham County
Tax Parcel: N/A
OWNER/DEVELOPERHabersham County
130 Jacobs WayClarkesville, GA 30523
706-754-7734
GA SWCC LEVEL II CERT #0000002492
C4.0C4.1
ES&PC NOTES
24 HOUR CONTACT:Derick Canup706-499-4782
1/22/2020
PERMIT SET - VALID WITH APPROVED STAMP
C2.0 SITE & GRADING PLAN
SITE DETAILSC8.0
SITESTRUCTURAL DETAILSS1-S2
1/22/2020
GASWCC LEVEL II NO: 2492
24 HOUR CONTACT:################
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General Notes:
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Ow
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Know what's below. Call before you dig.
GEORGIAUtilities Protection Center, Inc.
Pard
ue M
ill Br
idge
Rep
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Pard
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ill R
oad C
lark
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A 30523
Land L
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Dis
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abers
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County
, GA
1/22/2021
Habers
ham
County
2020-043-25
JMS JMS JMS
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2021
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24 HOUR CONTACT:Derick Canup706-499-4782
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grav
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15"cmpinv.=81.4
inv.=78.9
32" highwood rail
Pardue Mill Road50' r/w
18"c
mp
inv.=75.0
inv.=72.0
mill damm
ill rock
3/4"waterline
existingbridge
beam ledge=72.8 beam ledge
=72.5
wood fence
asph
alt dr
ive
asphalt drive
n/f WELBORN FAMILY TRUST
DB 285/694, DB 285/696,
PB 14/65, & PB 135
n/f WELBORN FAMILY TRUSTDB 285/694, DB 285/696,
PB 14/65, & PB 135
n/f JAMES STOCKTONDB 83/289
32" highwood rail
asphalt deck
1270
1270
1280
1270
25 FT STREAM BUFFER
CONSULT WITH COUNTYREGARDING OVERLAY REQUIREMENTSAS NECESSARY FOR REPAIRSOF CONSTRUCTION
ANY DISASSEMBLY OF BRIDGE COMPONENTSMUST BE COORDINATED WITH COUNTYAND REPAIRED TO CONDITIONS AT OR
BETTER THAN EXISTING CONDITIONS- CONSULT WITH COUNTY AND ENGINEER OF
RECORD PRIOR TO ANY DISASSEMBLYOR REPAIR
25 FT STREAM BUFFER
65 LF 12" STEEL CASINGCAP ENDS
FOUNDATION STABILIZATIONSEE CONCEPT DETAIL
SEE STRUCTURALFOR FOUNDATION PIERSAND TIEBACKS CONCEPT
SEE STRUCTURALFOR FOUNDATION PIERSAND TIEBACKS CONCEPT
SAW CUT ASPHALT PRIOR TO EXCAVATIONTO INSTALL CASING PATCH PER DETAIL
SEE STRUCTURALFOR STEEL CASING SUPPORTS
SAW CUT ASPHALT PRIOR TO EXCAVATIONTO INSTALL CASING PATCH PER DETAIL
FOUNDATION STABILIZATIONSEE CONCEPT DETAIL
NOTE:SITE RECEIVES 1612.8 ACRES OFFSITE DRAINAGE
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Jan
22, 2
021
- 12:
04pm
NUMBERSHEET
Prin
ted
By:
Ow
ner
Know what's below. Call before you dig.
GEORGIAUtilities Protection Center, Inc.
Pard
ue M
ill Br
idge
Rep
air
Pard
ue M
ill R
oad C
lark
esvill
e, G
A 30523
Land L
ot 6, 10th
Dis
tric
tH
abers
ham
County
, GA
1/22/2021
Habers
ham
County
2020-043-25
JMS JMS JMS
C2.0
SIT
E P
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N
As Noted
2021
PER
MIT
SET
- VA
LID
WIT
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1/22/2020
GASWCC LEVEL II NO: 2492
24 HOUR CONTACT:Derick Canup706-499-4782
24 HOUR CONTACT:Derick Canup706-499-4782
NARRATIVE:
EXISTING CONDITIONS
GENERAL NOTES
1. "The escape of sediment from the site shall be prevented by the installation of erosion and sediment control measures and practices prior to, orconcurrent with, land disturbing activities."
2. "Erosion control measures will be maintained at all times. If full implementation of the approved plan does not provide for effective control,additional erosion and sediment control measures shall be implemented to control or treat the sediment source."
3. "Any disturbed area left exposed for a period greater than 14 days shall be stabilized with mulch or temporary seeding."4. Either the plan designer or a designated representative has visited the site prior to the design of the E&SC plans.5. Maintenance statement - "All erosion and sediment control measures will be checked daily and any deficiencies noted will be corrected by the end
of each day. Additional erosion and sediment control measures will be installed if deemed necessary after an on-site inspection by the issuingauthority.
6. "The only material to be buried on site is vegetative material, provided it is not buried within 100 feet of any property line or enclosed structure.Construction waste may neither be burned nor buried and must be taken to a state approved landfill."
7. All construction debris will be carried to a state approved landfill.8. "At least one person from each work crew/company/entity on a project or site must have completed the education and training certification (E&TC) requirement
and be certified through the GASWCC while all land disturbing activity (LDA) is occurring."9. "The installation of erosion control measures and practices shall occur prior to or concurrent with land disturbing activities."10. ”All structures will be required to conform to the Standard Building Code's Horizontal Separation Standards. Approval of this permit will not justify any
deviation in Horizontal Separation Standards as adopted and amended by the Georgia Department of Community Affairs”.11. Maximum cut or fill slopes are 2 horizontal to 1 vertical12. All silt fence must be Georgia DOT approved fabric.13. All fill slopes will have silt fence at the toe of slope.14. All cut and fill slopes must be surface roughened and vegetated within seven (7) days of their construction.15. Existing utilities locations are for convenience and informational purposes only and are to be considered approximate. Have all utilities located before
construction or grading begins. Call 1-800-282-7411.16. Toilet facilities shall be available for construction workers within 300 feet of each site. 17. Off-site vehicle tracking of sediments and the generation of dust shall be minimized or eliminated by any means available. Construction exits are to be
maintained in a manner that helps to minimized off-site tracking of soils and should be repaired if they no longer are effective. Brooms, rakes, shovels andother hand tools may be necessary to remove any sedimentation tracked off-site onto the adjacent roadway and should be on-site at all times. Dust controlshall include controlling the surface and air movements of dust on construction sites, roadways and similar sites. Methods and materials which can be usedinclude mulches, vegetative cover, spray-on adhesives, mechanical manipulation of existing soils surfaces, irrigation, barriers, chemicals, and stone surfacecovers.
18. Situational lots if shown on these plans should be used as a guide for secondary permittees ES&PC. Additional measures may be necessary to achieveproper sediment containment. No situational lots will be shown on stand alone projects not requiring secondary permittees.
19. Non-exempt activities shall not be conducted within the 25 or 50 foot stream buffers if noted on these plans measured from the point of wrested vegetationwithout first acquiring necessary variances and permits.
20. BMPs to control pollutants from waste disposal practices, soil additives, remediation of spills and leaks of petroleum products, concrete truck washout, etc.shall be in place at all times. A spill kit for petroleum spills shall be maintained by the contractor and all spills shall be reported to the local NRCS office. Spillmaterial shall be disposed of in accordance with state guidelines in an approved landfill. All septic systems are regulated by the Georgia Department of Healthand are to be permitted through the local health department prior to installation and inspected upon installation. Nothing in this permit shall be construed topreclude the institution of any legal action or relieve the permittee from any responsibilities, liabilities, or penalties to which the permittee is or may be subjectunder the Georgia Hazardous Waste Management Act, O.C.G.A. § 12-8-60, et seq. or under Chapter 14 of Title 12 of the Official Code of Georgia Annotated;nor is the Operator relieved from any responsibilities, liabilities or penalties to which the permittee is or may be subject under Section 311 of the Clean WaterAct or Section 106 of Comprehensive Environmental Response Compensation And Liability Act.
21. Applicable portions of the ES&PC Plans are to be provided to each secondary permittee prior to the secondary conducting any construction activities. Eachsecondary permittee is required to sign the plan or portion of the plan applicable to their site. All names and addresses for secondary permittees will be listedon the permit set.
22. The design professional must be retained by the primary permittee to conduct a site inspection within seven (7) days after initial construction begins in orderto determine if the BMPs have been installed as designed, the installation of initial sediment storage requirements, and perimeter control BMPS are installedand are being maintained as required by the Plan and the Green Book. The design professional must report the results of the inspection to the primarypermittee within seven (7) days and the primary must correct all deficiencies identified in the report within two (2) business days after receiving the report(unless additional time is needed due to adverse weather). The primary permittee may use an alternate design professional to conduct the BMP inspection,provided that they make a written request to EPD to change from the design professional who developed the plan and EPD has agreed.
23. Ammendments/revisions to the ES&PC Plan which have a significant effect on BMP's with a hydraulic component must be certified by a design professional.24. 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 may include storm water detention and retention structures, use of vegetated swales and natural depressions for flow attenuation or a combinationof these practices (sequential systems). Details for any of these practices are provided as part of these plans. Calculations for any storm water structuresused to attenuate flows are provided in the hydrology study. Velocity dissipation devices will be placed at discharge locations and along the length of anyoutflow channel in order to provide a non-erosive flow so that the natural physical and biological characteristics and functions of the water course aremaintained and protected. The installation of these devices may be subject to Section 404 of the Federal Clean Water Act. Note: The permittee is onlyresponsible for the installation and maintenance of storm water management devices prior to final stabilization of the site and not the operation andmaintenance of such structures after construction activities have been completed.
25. Waste materials shall not be discharged to waters of the State, except as authorized by a Section 404 permit. Waste materials, including waste buildingmaterials, construction and demolition debris shall be properly disposed of in a state landfill; concrete washout, excavated sediment, etc., will be properlydisposed on-site. Any disposal of solid waste to waters of the State is prohibited unless authorized by a Section 404 permit.
26. Maintenance of all soil erosion and sedimentation control practices, whether temporary or permanent, shall be at all times the responsibility of the propertyowner.
27. The concrete wash down of tools, concrete mixer chutes, hoppers and the rear of the vehicles will not be conducted on site. Washout of the drum at theconstruction site is prohibited.
28. Sanitary sewer requirements are governed by local utility and the GA EPD. All installation to comply with local and state regulations. 29. Waste Disposal - All liquid waste materials will be collected and stored in sealed metal containers approved by the project engineer. All trash and
construction debris from the site will be deposited in the approved containers. Containers will be serviced as necessary, and the trash will be hauled to anapproved disposal site or licensed landfill. All onsite personnel will be instructed in the proper procedures for waste disposal, and notices stating properpractices will be posted in the field office. The general contractor's representative responsible for the conduct of work on the site will be responsible for seeingwaste disposal procedures are followed.
30. Hazardous Waste - All hazardous waste materials will be disposed of in a manner specified by local or state regulations or by the manufacturer. Sitepersonnel will be instructed in these practices, and the individual designated as the contractor's on-site representative will be responsible for seeing that thesepractices are followed.
31. Sanitary Waste - Portable sanitary facilities will be provided on all construction sites. Sanitary waste will be collected from the portable units in a timelymanner by a licensed waste management contractor or as required by any local regulations. A minimum of one portable sanitary unit will be provide to everyten (10) workers on the site. All sanitary waste units will be located in an area where the likelihood of the unit contributing to storm water discharge isnegligible. Additional containment BMP's must be implemented such as gravel bags or specially designed plastic skid containers around the base, to preventwastes from contributing to Stormwater discharges. The location of sanitary waste units bust be identified on the intermediate phase by the contractor oncethe locations have been determined. Sanitary service will be provided by either the Municipal Authority or a septic system at the completion of the project.
32. Erosion and sedimentation control measures and practices shall be maintained at all times. If full implementation of the approved plan does not provide foreffective erosion and sediment control, additional erosion and sediment control measures shall be implemented to control or treat the sediment source.
33. Sediment storage maintenance indicators must be installed in sediment storage structures, indicating the 1/3 full volume.34. Maintenance of all soil erosion and sedimentation control measures and practices, whether temporary or permanent, shall be at all times the responsibility of
the property owner.35. A 50-foot undisturbed buffer and a 75-foot impervious setback is to be maintained adjacent to all streams.36. Detention pond, detention outlet structures and temporary sediment pond features are to be constructed and fully operational prior to any other construction or
grading.37. Disturbed areas shall be stabilized with temporary vegetation or mulch if land-disturbing activities cease for more than 14 calendar days.38. All fill slopes shall have silt fence placed at the slope's toe.39. Concentrated flow areas and all slopes steeper than 2.5:1 with a height of ten feet or greater shall be stabilized with the appropriate erosion control matting or
blanket.40. The professional who seals this plan certifies under penalty of law that this plan was prepared after a site visit to the locations described herein by the
professional or the professional's authorized agent, under the professional's direct supervision.41. The design professional who prepared the ES&PC Plan is to inspect the installation of the initial sediment storage requirements and perimeter control
BMPs within 7 days after installation.
1/22/2020
GASWCC LEVEL II NO: 2492
B C D
DB
3
2
1
A
3
2
1
CA
J M S
mith
Eng
inee
ring
LLC
FAX
(678
) 267
-373
1LO
CAL
(706
) 894
-233
1CO
RNEL
IA, G
EORG
IA
ENGI
NEER
S AN
D CO
NSUL
TANT
S15
5 CL
ARKE
SVIL
LE S
TREE
T
3053
1ww
w.jm
smith
engi
neer
ing.
com
TEL
(678
) 267
-369
0PO
ST O
FFIC
E BO
X 33
1
OF
FO
R
SCALE:
CHECKED
DATE:
JOB NO.:
DESIGNED DRAWN
Prin
ted:
J:\J
obs\
043-
Hab
ersh
am C
ount
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20-0
43-2
5 P
ardu
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ill\C
ON
DW
G\S
HE
ETS
\SH
EE
TS.d
wg
Jan
22, 2
021
- 12:
04pm
NUMBERSHEET
Prin
ted
By:
Ow
ner
Know what's below. Call before you dig.
GEORGIAUtilities Protection Center, Inc.
Pard
ue M
ill Br
idge
Rep
air
Pard
ue M
ill R
oad C
lark
esvill
e, G
A 30523
Land L
ot 6, 10th
Dis
tric
tH
abers
ham
County
, GA
1/22/2021
Habers
ham
County
2020-043-25
JMS JMS JMS
C4.0
ES
&P
C N
OT
ES
As Noted
2021
PER
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Monitoring Reports Should be sent to the following address:
Mountain District - Cartersville OfficeGeorgia Environmental Protection DivisionP.O. Box 3250Cartersville, GA 30120-1705(770) 387-4900
Sampling Requirements(1) A topographic map addressing the location of the monitoring locations of nephelometric turbidity and locations of waters of the state is included in theinitial ES&PC plan(2) A detailed description of analytical methods that will be used to collect the samples is as below concerning Sample Type, Points, Frequency andReporting procedures.(3) NTU values are derived from appendix B GAR 100001 and use the following data:
Stream classification: WARM WATERSite Size (acres): 0.2Surface water DA Sq mi: 2.520NTU value from App B: 75
Sample Type.All sampling shall be collected by “grab samples" and the analysis of these samples must be conducted in accordance with methodology and testprocedures established by 40 CFR Part 136 (unless other test procedures have been approved); the guidance document titled "NPDES Storm WaterSampling Guidance Document, EPA 833-B-92-001" and guidance documents that may be prepared by the EPD.(1). Sample containers should be labeled prior to collecting the samples.(2). Samples should be well mixed before transferring to a secondary container.(3). Large mouth, well cleaned and rinsed glass or plastic jars should be used for collecting samples. The jars should be cleaned thoroughly to avoidcontamination.(4). Manual, automatic or rising stage sampling may be utilized. Samples required by this permit should be analyzed immediately, but in no case later than48 hours after collection. However, samples from automatic samplers must be collected no later than the next business day after their accumulation, unlessflow through automated analysis is utilized. Dilution of samples is not required. Samples may be analyzed directly with a properly calibrated turbidimeter.Samples are not required to be cooled.(5). Sampling and analysis of the receiving water(s) or outfalls beyond the minimum frequency stated in this permit must be reported to EPD as specified inPart IV.E.Sampling Points.(1). For construction activities the primary permittee must sample all receiving water(s), or all outfall(s), or a combination of receiving water(s) and outfall(s).Samples taken for the purpose of compliance with this permit shall be representative of the monitored activity and representative of the water quality of thereceiving water(s) and/or the storm water outfalls using the following minimum guidelines:(a). The upstream sample for each receiving water(s) must be taken immediately upstream of the confluence of the first storm water discharge from thepermitted activity (i.e., the discharge farthest upstream at the site) but downstream of any other storm water discharges not associated with the permittedactivity. Where appropriate, several upstream samples from across the receiving water(s) may need to be taken and the arithmetic average of the turbidityof these samples used for the upstream turbidity value.(b). The downstream sample for each receiving water(s) must be taken downstream of the confluence of the last storm water discharge from the permittedactivity (i.e., the discharge farthest downstream at the site) but upstream of any other storm water discharge not associated with the permitted activity.Where appropriate, several downstream samples from across the receiving water(s) may need to be taken and the arithmetic average of the turbidity ofthese samples used for the downstream turbidity value.(c). Ideally the samples should be taken from the horizontal and vertical center of the receiving water(s) or the storm water outfall channel(s).(d). Care should be taken to avoid stirring the bottom sediments in the receiving water(s) or in the outfall storm water channel.(e). The sampling container should be held so that the opening faces upstream.(f). The samples should be kept free from floating debris.(g). Permittees do not have to sample sheetflow that flows onto undisturbed natural areas or areas stabilized by the project. For purposes of this section,stabilized shall mean, for unpaved areas and areas not covered by permanent structures, 100% of the soil surface is uniformly covered in permanentvegetation with a density of 70% or greater, or equivalent permanent stabilization measures (such as the use of rip rap, gabions, permanent mulches orgeotextiles) have been used. Permanent vegetation shall consist of: planted trees, shrubs, perennial vines; a crop of perennial vegetation appropriate forthe time of year and region; or a crop of annual vegetation and a seeding of target crop perennials appropriate for the region. Final stabilization applies toeach phase of construction.(h). All sampling pursuant to this permit must be done in such a way (including generally accepted sampling methods, locations, timing, and frequency) asto accurately reflect whether storm water runoff from the facility/site is in compliance with the standard set forth in Parts III.C.3. or III.C.4., whichever isapplicable.Sampling Frequency(1). The primary permittee must sample in accordance with the Plan at least once for each rainfall event described below. For a qualifying event, samplesmust be taken within forty-five (45)minutes of:(a) the accumulation of the minimum amount of rainfall for the qualifying event, if the storm water discharge to a monitored receiving water or from amonitored outfall has begun at or prior to the accumulation, or(b) the beginning of any storm water discharge to a monitored receiving water or from a monitored outfall, if the discharge begins after the accumulation ofthe minimum amount of rainfall for the qualifying event.(2). However, where manual and automatic sampling are impossible (as defined in this permit), or are beyond the permittee’s control, the permittee shalltake samples as soon as possible, but in no case more than twelve (12) hours after the beginning of the storm water discharge.(3). Sampling by the permittee shall occur for the following events:(a). For each area of the site that discharges to a receiving stream, the first rain event that reaches or exceeds 0.5 inch and allows for monitoring duringnormal business hours* (Monday thru Friday, 8:00 AM to 5:00 PM and Saturday 8:00 AM to 5:00 PM when construction activity is being conducted by thePrimary permittee) that occurs after all clearing and grubbing operations have been completed in the drainage area of the location selected as the samplinglocation;(b). In addition to (a) above, for each area of the site that discharges to a receiving stream, the first rain event that reaches or exceeds 0.5 inch and allowsfor monitoring during normal business hours* that occurs either 90 days after the first sampling event or after all mass grading operations have beencompleted in the drainage area of the location selected as the sampling location, whichever comes first;(c). At the time of sampling performed pursuant to (a) and (b) above, if BMPs are found to be properly designed, installed and maintained, no further actionis required. If BMPs in any area of the site that discharges to a receiving stream are not properly designed, installed and maintained, corrective action shallbe defined and implemented within 2 business days, and turbidity samples shall be taken from discharges from that area of the site for each subsequentrain event that reaches or exceeds 0.5 inch during normal business hours* until the selected turbidity standard is attained, or until post-storm eventinspections determine that BMPs are properly designed, installed and maintained; and(d). Existing construction activities, i.e., those that are occurring on or before the effective date of this permit, that have met the sampling required by (a)above shall sample in accordance with (b). Those existing construction activities that have met the sampling required by (b) above shall not be required toconduct additional sampling other than as required by (c) above.*Note that the permittee may choose to meet the requirements of (a) and (b) above by collecting turbidity samples from any rain event that reaches orexceeds 0.5 inch and allows for monitoring at any time of the day or week.Reporting.1. The applicable permittees are required to submit a summary of the monitoring results to the EPD at the address shown in Part II.C of GAR 100001. bythe fifteenth day of the month following the reporting period. Reporting periods are months during which samples are taken in accordance with this permit.Sampling results shall be in a clearly legible format. Upon written notification, EPD may require the applicable permittee to submit the sampling results on amore frequent basis. Sampling and analysis of any storm water discharge(s) or the receiving water(s) beyond the minimum frequency stated in this permitmust be reported in a similar manner to the EPD. The sampling reports must be signed in accordance with Part V.G. Sampling reports must be submitted toEPD until such time as a NOT is submitted in accordance with Part VI.2. Each permittee must retain copies of all monitoring results reported by that permittee in accordance with this Part. In addition to other record keepingrequirements, the monitoring information shall include:a. The date, exact place, and time of sampling or measurements;b. The name(s) of the individual(s) who performed the sampling and measurements;c. The date(s) analyses were performed;d. The time(s) analyses were initiated;e. The name(s) of the individual(s) who performed the analyses;f. References and written procedures, when available, for the analytical techniques or methods used.; andg. The results of such analyses, including the bench sheets, instrument readouts, computer disks or tapes, etc., used to determine these results.h. Results which exceed 1000 NTU shall be reported as "exceeds 1000 NTU."3. Retention of Records.a. Each primary permittee shall retain a copy of the Erosion, Sedimentation and Pollution Control Plan required by this permit at the construction site or thePlan shall be readily available at a designated alternate location from the date of project initiation to the date of final stabilization. Primary permittees areencouraged to post copies of their NOI, Erosion, Sedimentation & Pollution Control Plan, sampling results, inspection reports, etc. on or in a permit board atthe construction exit to facilitate inspections by local issuing authorities and EPD.b. Copies of all Notices of Intent, Notices of Termination, reports, plans, monitoring reports, monitoring information, including all calibration and maintenancerecords and all original strip chart recordings for continuous monitoring instrumentation, Erosion, Sedimentation and Pollution Control Plans, records of alldata 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 whoeither produced or used it for a period of at least three years from the date that the site is finally stabilized. These records must be maintained at thepermittee’s primary place of business once the construction activity has ceased at the permitted site. This period may be extended by request of the EPD atany time upon written notification to the permittee.Report Submittal.All written correspondence required by this permit shall be submitted by return receipt certified mail (or similar service) to the appropriate District Office ofthe EPD according to the schedule in Appendix A of GAR 10001.
InspectionsPermittee requirements
1) Each day when any type of construction activity has taken place at a primary permittee's site, certified personnel provided by the primary permittee shall inspect: (a) all areas atthe primary permittee's site where petroleum products are stored, used, or handled for spills and leaks from vehicles and equipment and (b) all locations at the primarypermittee's site where vehicles enter or exit the site for evidence of off-site sediment tracking.. These inspections must be conducted until a Notice of Termination is submitted.
2) Measure rainfall once every 24 hours except any non-working Saturday, non-working Sunday and non-working Federal holiday until a Notice of Termination is submitted.Measurement of rainfall may be suspended if all areas of the site have undergone final stabilization or established a crop of annual vegetation and a seeding of targetperennials appropriate for the region.
3) Certified personnel (provided by the primary permittee) shall inspect the following at least once every seven (7) calendar days and within 24 hours of the end of a storm that is0.5 inches rainfall or greater (unless such storm ends after 5:00 PM on any Friday or on any non-working Saturday, non-working Sunday or any non-working Federal holiday inwhich case the inspection shall be completed by the end of the next business day and/or working day, whichever occurs first): (a) disturbed areas of the primary permittee'sconstruction site ; (b) areas used by the primary permittee for storage of materials that are exposed to precipitation ; and (c) structural control measures. Erosion and sedimentcontrol measures identified in the Plan applicable to the primary permittee's site shall be observed to ensure that they are operating correctly. Where discharge locations orpoints are accessible, they shall be inspected to ascertain whether erosion control measures are effective in preventing significant impacts to receiving water(s). For areas of asite that have undergone final stabilization or established a crop of annual vegetation and a seeding of target perennials appropriate for the region, the permittee must complywith Part IV.D.4.a.(4). These inspections must be conducted until a Notice of Termination is submitted.
4) Certified personnel (provided by the primary permittee) shall inspect at least once per month during the term of this permit (i.e., until a Notice of Termination is received byEPD) the areas of the site that have undergone final stabilization or established a crop of annual vegetation and a seeding of target perennials appropriate for the region.These areas shall be inspected for evidence of, or the potential for, pollutants entering the drainage system and the receiving water(s). Erosion and sediment control measuresidentified in the Plan shall be observed to ensure that they are operating correctly. Where discharge locations or points are accessible, they shall be inspected to ascertainwhether erosion control measures are effective in preventing significant impacts to receiving water(s).
5) Based on the results of each inspection, the site description and the pollution prevention and control measures identified in the Erosion, Sedimentation and Pollution ControlPlan, the Plan shall be revised as appropriate not later than seven (7) calendar days following each inspection. Implementation of such changes shall be made as soon aspractical but in no case later than seven (7) calendar days following each inspection.
6) A report of each inspection that includes the name(s) of certified personnel making each inspection, the date(s) of each inspection, construction phase (i.e., initial, intermediateor final), major observations relating to the implementation of the Erosion, Sedimentation and Pollution Control Plan, and actions taken in accordance with Part 1V.D.4.a.(5). ofthe permit shall be made and retained at the site or be readily available at a designated alternate location until the entire site or that portion of a construction project that hasbeen phased has undergone final stabilization and a Notice of Termination is submitted to EPD. Such reports shall be readily available by end of the second business dayand/or working 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 thereport does not identify any incidents, the inspection report shall contain a certification that the best management practices are in compliance with the Erosion, Sedimentationand Pollution Control Plan. The report shall be signed in accordance with Part V.G.2. of this permit.
Sampling Frequency.1) The primary permittee must sample in accordance with the Plan at least once for each rainfall event described below. For a qualifying event, the permittee shall sample at the
beginning of any storm water discharge to a monitored receiving water and/or from a monitored outfall location within in forty-five (45) minutes or as soon as possible.2) However, where manual and automatic sampling are impossible (as defined in this permit), or are beyond the permittee's control, the permittee shall take samples as soon as
possible, but in no case more than twelve (12) hours after the beginning of the storm water discharge.3) Sampling by the permittee shall occur for the following qualifying events:
a) For each area of the site that discharges to a receiving water or from an outfall, the first rain event that reaches or exceeds 0.5 inch with a storm water discharge thatoccurs during normal business hours as defined in this permit after all clearing and grubbing operations have been completed, but prior to completion of mass gradingoperations, in the drainage area of the location selected as the sampling location;
b) In addition to (a) above, for each area of the site that discharges to a receiving water or from an outfall, the first rain event that reaches or exceeds 0.5 inch with a stormwater discharge that occurs during normal business hours as defined in this permit either 90 days after the first sampling event or after all mass grading operations havebeen completed, but prior to submittal of a NOT, in the drainage area of the location selected as the sampling location, whichever comes first;
c) At the time of sampling performed pursuant to (a) and (b) above, if BMPs in any area of the site that discharges to a receiving water or from an outfall are not properlydesigned, installed and maintained, corrective action shall be defined and implemented within two (2) business days, and turbidity samples shall be taken from dischargesfrom that area of the site for each subsequent rain event that reaches or exceeds 0.5 inch during normal business hours* until the selected turbidity standard is attained, oruntil post-storm event inspections determine that BMPs are properly designed, installed and maintained;
d) Where sampling pursuant to (a), (b) or (c) above is required but not possible (or not required because there was no discharge), the permittee, in accordance with PartIV.D.4.a.(6), must include a written justification in the inspection report of why sampling was not performed. Providing this justification does not relieve the permittee of anysubsequent sampling obligations under (a), (b) or (c) above; and
e) Existing construction activities, i.e., those that are occurring on or before the effective date of this permit, that have met the sampling required by (a) above shall sample inaccordance with (b). Those existing construction activities that have met the sampling required by (b) above shall not be required to conduct additional sampling other thanas required by (c) above.
*Note that the permittee may choose to meet the requirements of (a) and (b) above by collecting turbidity samples from any rain event that reaches or exceeds 0.5 inch and allows forsampling at any time of the day or week.
Reporting
1. The applicable permittees are required to submit the sampling results to the EPD at the address shown in Part II.C. by the fifteenth day of the month following the reportingperiod. Reporting periods are months during which samples are taken in accordance with this permit. Sampling results shall be in a clearly legible format. Upon written notification,EPD may require the applicable permittee to submit the sampling results on a more frequent basis. Sampling and analysis of any storm water discharge(s) or the receiving water(s)beyond the minimum frequency stated in this permit must be reported in a similar manner to the EPD. The sampling reports must be signed in accordance with Part V.G.2. Samplingreports must be submitted to EPD until such time as a NOT is submitted in accordance with Part VI.
2. All sampling reports shall include the following information:a) The rainfall amount, date, exact place and time of sampling or measurements;b) The name(s) of the certified personnel who performed the sampling and measurements;c) The date(s) analyses were performed;d) The time(s) analyses were initiated;e) The name(s) of the certified personnel who performed the analyses;f) References and written procedures, when available, for the analytical techniques or methods used;g) The results of such analyses, including the bench sheets, instrument readouts, computer disks or tapes, etc., used to determine these results;h) Results which exceed 1000 NTU shall be reported as "exceeds 1000 NTU;" andi) Certification statement that sampling was conducted as per the Plan.
3. All written correspondence required by this permit shall be submitted by return receipt certified mail (or similar service) to the appropriate District Office of the EPDaccording to the schedule in Appendix A of this permit. The permittee shall retain a copy of the proof of submittal at the construction site or the proof of submittal shall be readilyavailable at a designated location from commencement of construction until such time as a NOT is submitted in accordance with Part VI. If an electronic submittal is provided by EPDthen the written correspondence may be submitted electronically; if required, a paper copy must also be submitted by return receipt certified mail or similar service.
Retention of Records
1. The primary permittee shall retain the following records at the construction site or the records shall be readily available at a designated alternate location fromcommencement of construction until such time as a NOT is submitted in accordance with Part VI:
a) A copy of all Notices of Intent submitted to EPD;b) A copy of the Erosion, Sedimentation and Pollution Control Plan required by this permit;c) The design professional's report of the results of the inspection conducted in accordance with Part 1V.A.5. of this permit;d) A copy of all sampling information, results, and reports required by this permit;e) A copy of all inspection reports generated in accordance with Part IV.D.4.a. of this permit;f) A copy of all violation summaries and violation summary reports generated in accordance with Part 111.D.2. of this permit; andg) Daily rainfall information collected in accordance with Part IV.D.4.a.(2). of this permit.
2. Copies of all Notices of Intent, Notices of Termination, inspection reports, sampling reports (including all calibration and maintenance records and all original strip chartrecordings for continuous monitoring instrumentation) or other reports requested by the EPD, Erosion, Sedimentation and Pollution Control Plans, records of all data used to completethe 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 leastthree 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 adesignated 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 writtennotification to the permittee.
EROSION CONTROL CERTIFICATION
STAND ALONE PERMIT
“I certify that the permittee’s Erosion, Sedimentation and Pollution Control Plan provides for an appropriate and comprehensive system ofbest management practices required by the Georgia Water Quality Control Act and the document “Manual for Erosion and Sediment Controlin Georgia" (Manual) published by the State Soil and Water Conservation Commission as of January 1 of the year in which the land-disturbingactivity was permitted, provides for the sampling of the receiving water(s) or the sampling of the storm water outfalls and that the designedsystem of best management practices and sampling methods is expected to meet the requirements contained in the General NPDES PermitNo. GAR 100001"
"I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with asystem designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of theperson or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is,to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting falseinformation, including the possibility of fine and imprisonment for knowing violations."
"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 direct supervision."
___________________________________________SIGNATURE - JASON M. SMITH, PE, GASWCC LEVEL II CERTIFIED DESIGN PROFESSIONAL #0000002492
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 discovery. 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 - 8 0 0 - 4 2 6 - 2 6 7 5 .· 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 1320 gallons of petroleum is stored onsite (this includes capacities ofequipment) or if any one piece of equipment has a capacity greater than 660 gallons. The contractor will need a Spill Prevention Containment and CountermeasurersPlan prepared by that licensed professional.
Product Specific PracticesPetroleum Based Products - Containers for products such as fuels, lubricants, and tars will be inspected daily for leaks and spills. This includes onsite vehicles andmachinery daily inspections and regular preventative maintenance of such equipment. Equipment maintenance areas will be located away fromState Waters, natural drains, and storm water drainage inlets. In addition, temporary fueling tanks shall have a secondary containment liner to prevent/minimize sitecontamination. Discharge of oils, fuels, and lubricants is prohibited. Proper disposal methods will include collection in a suitable container anddisposal 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 watercollection system. Excess product, materials used with these products, and product containers will be disposed of according to manufacturer's specifications andrecommendations.
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 cropestablishment 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.
X
X
X
X
X
W
W
W W
W
W
W
W W
W
W
W
W
W
W
W
W
W
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OHE
OHE
OHE
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OHE
OHE
OHE
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OHEOHE
OHEOHE
OHEOHE
OHEOHE
OHEOHE
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1270
1270
1280
1270
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25 FT STREAM BUFFER
CzF
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CONS
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CONS LIMIT
CONS LIMITCONS LIMIT
CONS LIMIT
CONS LIMIT
CONS LIMITCO
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IT
CO
NS LIM
IT
CONS LIMIT
CONS LIMIT
CONS LIMIT
CONS LIMIT
CONS LIMIT CONS LIMIT CONS LIMIT
XX
XX
XX
XX
XX
X X
XX
X X
XX
XX
XX
XX
XX
XX
X
Tc-F
Tc-F
Sd1-S
Sd1-S
Sd1-S Sd1-S
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
25 FT STREAM BUFFER
CONSTRUCTION ENTRANCELAT:N034.5930
LONG:W083.5856
DS1 DS2DS2DS1
DS3DS3
DS1 DS2DS2DS1
DS3DS3
DS1 DS2DS2DS1
DS3DS3
DS1 DS2DS2DS1
DS3DS3
CONCRETE WASHDOWN
1/22/2020
GASWCC LEVEL II NO: 2492
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DB
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A
3
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CA
J M S
mith
Eng
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LLC
FAX
(678
) 267
-373
1LO
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(706
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-233
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GEORGIAUtilities Protection Center, Inc.
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Note: Petroleum storage shall be done in accordance withone of the two following methods to prevent stormwaterdischarges on the site:
a. All petroleum storage containers shall be coveredwith plastic sheeting or be located under a temporaryroof.
b. All petroleum storage containers shall be located in asecondary containment area.
SITE RECEIVES 1612.8 ACRES OFFSITE DRAINAGE NORTH OF PROJECT AREA
24 HOUR CONTACT:Derick Canup706-499-4782
EROSION CONTROL CERTIFICATION
"I CERTIFY UNDER PENALTY OF LAW THAT THIS PLAN WAS PREPARED AFTER ASITE VISIT TO THE LOCATIONS DESCRIBED HEREIN BY MYSELF OR MYAUTHORIZED AGENT, UNDER MY DIRECT SUPERVISION."
___________________________________________SIGNATURE - JASON M. SMITH, PE,GASWCC LEVEL II CERTIFIED DESIGN PROFESSIONAL #0000002492
SILT STORAGE PROVIDED
SILT STORAGE REQUIREMENTS
U-1 UPSTREAM MONITORING POINT
D-1 DOWNSTREAM MONITORING POINT
24 HOUR CONTACT:Derick Canup706-499-4782
SEEDING SCHEDULE
VEGETATIVE PLAN 3Ds 2sDSOD PLANTING REQUIREMENTS D 4
SOD FERTILIZER REQUIREMENTS
s
SEEDING
TEMPORARY MULCHING
PERMANENT MULCHINGAND
PLANTS, PLANTING RATES, AND PLANTING DATES FOR TEMPORARY COVER OR COMPANION CROPSSPECIES BROADCAST RESOURCE REMARKS
(Darker shades indicate optimum dates, and lighter shades indicate permissible but marginal dates.)
Rates per PLS perAcre 1000 SF
J F M A A S O N DMOUNTAINS
PIEDMONTSOUTHERN
COASTAL PLAINSOUTHERN
LESPEDEZA ANNUAL(Lespedeza striata)
ALONE ..........
IN MIXTURES ..........
40 lbs.
10 lbs.
0.9 lb.
0.2 lb.
200,000 SEED PER POUNDMAY VOLUNTEER FOR SEVERAL YEARSUSE INOCULANT EL
J F M A M J J A S O N DMOUNTAINS
PIEDMONTSOUTHERN
COASTAL PLAINSOUTHERN
MILLET, BROWNTOP(Panicum fasciculatum)
ALONE ..........
IN MIXTURES ..........
40 lbs.
10 lbs.
0.9 lb.
0.2 lb.
137,000 SEED PER POUNDQUICK DENSE COVERWILL PROVIDE TOO MUCH COMP-
ETITION IN MIXTURES IF SEEDEDAT HIGH RATES
J F M A M J J A S O N DMOUNTAINS
PIEDMONTSOUTHERN
COASTAL PLAINSOUTHERN
RYE(Secale cereale)
ALONE ..........
IN MIXTURES ..........
3.9 lb.
0.6 lb.
18,000 SEED PER POUNDDENSE COVERDROUGHT TOLERANT AND WINTER-
HARDY3 bu.
1/2 bu.(168 lbs.)
(28 lbs.)
J F M A M J J A S O N DMOUNTAINS
PIEDMONTSOUTHERN
COASTAL PLAINSOUTHERN
RYEGRASS, ANNUAL(Lolium temulentum)
ALONE .......... 0.9 lb.
227,000 SEED PER POUNDDENSE COVERVERY COMPETITIVE AND IS NOT
TO BE USED IN MIXTURES40 lbs.
M J J
TEMPORARY SEEDING
PLANTS, PLANTING RATES, AND PLANTING DATES FOR TEMPORARY COVER OR COMPANION CROPSSPECIES BROADCAST RESOURCE REMARKS
(Darker shades indicate optimum dates, and lighter shades indicate permissible but marginal dates.)
Rates per PLS perAcre 1000 SF
PERMANENT SEEDING/SODDING
J F M A M J J A S O N D
PIEDMONTSOUTHERN
COASTAL PLAINSOUTHERN
BERMUDA, COMMON(Cynodon dactylon)
ALONE .......... 10 lbs.
6 lbs.
0.2 lb.
0.1 lb.
1,787,000 SEED PER POUNDQUICK COVERLOW GROWING AND SOD FORMING
J F M A M J J A S O N D
PIEDMONTSOUTHERN
COASTAL PLAINSOUTHERN
BERMUDA, COMMON(Cynodon dactylon)
10 lbs.
6 lbs.
0.2 lb.
0.1 lb.
PLANT WITH WINTER ANNUALSPLANT WITH TALL FESCUE
J F M A M J J A S O N D
PIEDMONTSOUTHERN
COASTAL PLAINSOUTHERN
CENTIPEDE(Eremochloa ophiuroides)
13,000 SEED PER POUNDUSE ON PRODUCTIVE SOILSNOT AS WINTER HARDY AS RYE OR
BARLEYBlock Sod only
J F M A M J J A S O N DMOUNTAINS
PIEDMONTSOUTHERN
CROWNVETECH(Coronilla varia)
W/ WINTER ANNUALS 0.3 lb.
100,000 SEED PER POUNDDENSE GROWTHDROUGHT TOLERANT AND FIRE
RESISTANT.
15 lbs.
J F M A M J J A S O N DMOUNTAINS
PIEDMONTSOUTHERN
FESCUE, TALL(Festuca arundinacea)
ALONE .......... 1.1 lb.50lbs.
J F M A M J J A S O N DMOUNTAINS
PIEDMONTSOUTHERN
COASTAL PLAINSOUTHERN
LESPEDEZA, SERICEA(Lespedeza cuneata)
SCARIFIED....... 1.4 lb.60 lbs.
Hulled Seed
WITH OTHERPERENNIALS..........
FULL SUNGOOD FOR ATHLETIC FIELDS
Unhulled Seed
WITH OTHERPERENNIALS..........
WITH TEMPORARYCOVER..........
OR COOL SEASONGRASSES
ATTRACTIVE ROSE, PINK, AND WHITEBLOSSOMS SPRING TO LATE FALL.
MIX W/ 30 POUNDS OF TALL FESCUEOR 15 POUNDS OF RYE.
INOCULATE SEED W/ M INOCULANTUSE FROM NORTH ATLANTA AND
NORTHWARD.
W/ OTHER PERENNIALS.. 0.7 lb.30 lbs.
227,000 SEED PER POUNDUSE ALONE ONLY ON BETTER SITESNOT FOR DROUGHTY SOILSMIX W/ PERENNIAL LESPEDEZAS
OR CROWNVETCH.APPLY TOPDRESSING IN SPRING
FOLLOWING FALL PLANTINGS.NOT FOR HEAVY USE AREAS OR
ATHLETIC FIELDS
350,000 SEED PER POUNDWIDELY ADAPTEDLOW MAINTENANCE MIX W/ COMMON BERMUDA, BAHIA, OR TALL
FESCUE.TAKES 2 TO 3 YEARS TO BECOME
FULLY ESTABLISHED.EXCELLENT ON ROADBANKSINOCULATE SEED W/ EL INOCULANT
J F M A M J J A S O N DMOUNTAINS
PIEDMONTSOUTHERN
COASTAL PLAINSOUTHERN
UNSCARIFIED....... 1.7 lb.75 lbs.
MIX W/ TALL FESCUE OR WINTERANNUALS.
J F M A M J J A S O N DMOUNTAINS
PIEDMONTSOUTHERN
COASTAL PLAINSOUTHERN
SEED-BEARING HAY..... 138 lb.3 tons
CUT WHEN SEED IS MATURE, BUTBEFORE IT SHATTERS.
ADD TALL FESCUE OR WINTERANNUALS.
J F M A M J J A S O N DMOUNTAINS
PIEDMONTSOUTHERN
COASTAL PLAINSOUTHERN
(Lespedeza cuneata)
ALONE..........
1,500,000 SEED PER POUNDQUICK COVERDROUGHT TOLERANTGROWS WELL W/ SERICEA LESPEDEZA
W/ OTHER PERENNIALS...
4 lbs.
2 lbs.
0.1 lb.
0.05 lb.
ON ROADBANKS.
MULCHING APPLICATION REQUIREMENTS
MATERIAL RATE DEPTH
GEORGIA UNIFORM CODING SYSTEMFOR SOIL EROSION AND SEDIMENT CONTROL PRACTICESSTATE SOIL AND WATER CONSERVATION COMMISSION OF GEORGIA
Ds1
Ds3
Ds4
Ss
Sb
Tac
Ds1
Ds3
Ds4
Sb
Tac
Ds2 Ds2
Du Du
Ss
Cs
Bf
Cs
Fl-Co Fl-Co
Bf
STRUCTURAL PRACTICES
Ch
Co
Cr Cr
Dc
Di
Dn1Dn1
Dn2Dn2
Fr
Ga
Gr
Lv
Rd
ReRe
Rt
Sd1
Sd2
Sd3
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Sk
Sd4
Gr
Co
Sd3
Sk
Sr
StSt
Su
Tc
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Tr
Tp
Tc
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Sr
CODE PRACTICE DETAIL DESCRIPTIONMAPSYMBOL
CODE PRACTICE DETAIL DESCRIPTIONMAPSYMBOL
VEGETATIVE PRACTICES
Su
SpbSpb
Cd
Sericea Lespedeza,Chinese Lespedeza
8/10/15 REVISED PER FORSYTH COUNTY COMMENTS9/17/15 REVISED PER FORSYTH COUNTY COMMENTS
B C D
DB
3
2
1
A
3
2
1
CA
J M S
mith
Eng
inee
ring
LLC
FAX
(678
) 267
-373
1LO
CAL
(706
) 894
-233
1CO
RNEL
IA, G
EORG
IA
ENGI
NEER
S AN
D CO
NSUL
TANT
S15
5 CL
ARKE
SVIL
LE S
TREE
T
3053
1ww
w.jm
smith
engi
neer
ing.
com
TEL
(678
) 267
-369
0PO
ST O
FFIC
E BO
X 33
1
OF
FO
R
SCALE:
CHECKED
DATE:
JOB NO.:
DESIGNED DRAWN
Prin
ted:
J:\J
obs\
043-
Hab
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ount
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EE
TS.d
wg
Jan
22, 2
021
- 12:
04pm
NUMBERSHEET
Prin
ted
By:
Ow
ner
Know what's below. Call before you dig.
GEORGIAUtilities Protection Center, Inc.
Pard
ue M
ill Br
idge
Rep
air
Pard
ue M
ill R
oad C
lark
esvill
e, G
A 30523
Land L
ot 6, 10th
Dis
tric
tH
abers
ham
County
, GA
1/22/2021
Habers
ham
County
2020-043-25
JMS JMS JMS
C4.2
ES
&P
C D
ET
AIL
S
As Noted
2021
PER
MIT
SET
- VA
LID
WIT
H A
PPR
OVE
D S
TAM
P
1/22/2020
GASWCC LEVEL II NO: 2492
24 H
OUR
CONT
ACT:
Deric
k Can
up70
6-49
9-47
82 1/22/2020
GASWCC LEVEL II NO: 2492
B C D
DB
3
2
1
A
3
2
1
CA
J M S
mith
Eng
inee
ring
LLC
FAX
(678
) 267
-373
1LO
CAL
(706
) 894
-233
1CO
RNEL
IA, G
EORG
IA
ENGI
NEER
S AN
D CO
NSUL
TANT
S15
5 CL
ARKE
SVIL
LE S
TREE
T
3053
1ww
w.jm
smith
engi
neer
ing.
com
TEL
(678
) 267
-369
0PO
ST O
FFIC
E BO
X 33
1
OF
FO
R
SCALE:
CHECKED
DATE:
JOB NO.:
DESIGNED DRAWN
Prin
ted:
J:\J
obs\
043-
Hab
ersh
am C
ount
y\20
20-0
43-2
5 P
ardu
e M
ill\C
ON
DW
G\S
HE
ETS
\SH
EE
TS.d
wg
Jan
22, 2
021
- 12:
05pm
NUMBERSHEET
Prin
ted
By:
Ow
ner
Know what's below. Call before you dig.
GEORGIAUtilities Protection Center, Inc.
Pard
ue M
ill Br
idge
Rep
air
Pard
ue M
ill R
oad C
lark
esvill
e, G
A 30523
Land L
ot 6, 10th
Dis
tric
tH
abers
ham
County
, GA
1/22/2021
Habers
ham
County
2020-043-25
JMS JMS JMS
C4.3
ES
&P
C D
ET
AIL
S
As Noted
2021
PER
MIT
SET
- VA
LID
WIT
H A
PPR
OVE
D S
TAM
P
TYPICAL STRAW BALE CHECK DAMPLAN
SECTION A-A
SECTION B-B
d
3d
D
La
La
D
OUTLET PROTECTION tSSTORM DRAIN
SILT FENCE TYPE-S
SsSURFACE ROUGHENING
Co
SIDE VIEW
FRONT VIEW
FILL SLOPE TREATMENT
TRACKING
Sd1
10 mil PLASTIC LINING
STAKE(TYP.)
STRAWBALE(TYP.)
STAPLES(2 PERBALE)
WOOD OR METALSTAKES (2 PER
BALE)
STRAWBALE
10 mil PLASTIC LINING
NATIVEMATERIAL(OPTIONAL)
BINDINGWIRE
1/8" DIA.STEELWIRE
PLYWOOD 48" x24" PAINTEDWHITEBLACKLETTERS 6"HEIGHTLAG SCREWS(1/2")WOOD POSTS(4" x 4" x 8')
CONCRETE WASH DOWN CRUSHED STONECONSTRUCTION EXIT
EXIT DIAGRAM
ENTRANCE ELEVATION
Cd
Figure 6-36.1
GSWCC 2016 Edition 6-221
Tc-F
24 HOUR CONTACT:Derick Canup706-499-4782
1/22/2020
GASWCC LEVEL II NO: 2492
B C D
DB
3
2
1
A
3
2
1
CA
J M S
mith
Eng
inee
ring
LLC
FAX
(678
) 267
-373
1LO
CAL
(706
) 894
-233
1CO
RNEL
IA, G
EORG
IA
ENGI
NEER
S AN
D CO
NSUL
TANT
S15
5 CL
ARKE
SVIL
LE S
TREE
T
3053
1ww
w.jm
smith
engi
neer
ing.
com
TEL
(678
) 267
-369
0PO
ST O
FFIC
E BO
X 33
1
OF
FO
R
SCALE:
CHECKED
DATE:
JOB NO.:
DESIGNED DRAWN
Prin
ted:
J:\J
obs\
043-
Hab
ersh
am C
ount
y\20
20-0
43-2
5 P
ardu
e M
ill\C
ON
DW
G\S
HE
ETS
\SH
EE
TS.d
wg
Jan
22, 2
021
- 12:
05pm
NUMBERSHEET
Prin
ted
By:
Ow
ner
Know what's below. Call before you dig.
GEORGIAUtilities Protection Center, Inc.
Pard
ue M
ill Br
idge
Rep
air
Pard
ue M
ill R
oad C
lark
esvill
e, T
rial lic
ense h
as e
xpired.
30523
Land L
ot 6, 10th
Dis
tric
tH
abers
ham
County
, GA
1/22/2021
Habers
ham
County
2020-043-25
JMS JMS JMS
C8.0
SIT
E D
ET
AIL
S
As Noted
2021
PER
MIT
SET
- VA
LID
WIT
H A
PPR
OVE
D S
TAM
P
EXCAVATE LOOSE MATERIALAFTER STABILIZATION WITH PIERS AND SUPPORTS
PLACE FLOWABLE FILL IN VOID UNDER EXISTING FOOTING AND AT A MINIMUM OF 6 INCHES OUTSIDEOF PIER SUPPORTS TO PROVIDE EROSION PROTECTION
PLACE TYPE 1 RIP RAP ALONGTOE OF ENTIRE ABUTMENT
Grade stabilization concept
note: see structural for anchoring details
PAVEMENT REPLACEMENT DETAILS