SB021_26 Add2.pdf

PDF 14 MB Posted Mar 5, 2026

Attached to: SB021-26 LAWRENCEVILLE GATEWAY TRAIL TRAILHEAD
Solicitation number: PE-66751-NONST-2026-000000083
Issued by: Gwinnett County, Georgia

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Written by GovTribe AI · May 1, 2026

SB021-26 Lawrenceville Gateway Trail Trailhead Project - Addendum #2

This is Addendum #2 to a construction solicitation issued by the City of Lawrenceville, Georgia for the Gateway Trail Trailhead Project, dated March 1, 2026. The addendum provides revised site plans dated March 19, 2026, a revised bid tab, and clarifications to three bidder questions regarding demolition plan documentation, water meter relocation approval requirements, and City of Lawrenceville Logo Plaque sourcing. The project involves construction of a trailhead facility on Collins Industrial Way near Georgia Gwinnett College, featuring a 23-space parking lot (including ADA-compliant spaces), brick-paved plaza with monument sign, seat walls, bicycle racks, a 10-foot-wide connecting trail, handicap-accessible ramps, and associated site work including stormwater management, erosion control, and electrical infrastructure. The bidding form specifies 53 line items with unit prices and quantities, including demolition, earthwork, storm drain infrastructure, asphalt and concrete paving, landscaping, hardscaping, electrical systems, and site furnishings. Acknowledgment of Addendum #2 is required in submitted bids; failure to do so may result in bid rejection.

The solicitation requires lump-sum and unit pricing for all work in accordance with the technical specifications and construction plans provided. The project involves substantial grading and drainage work, with a total disturbed area of 1.2 acres and implementation of comprehensive erosion and sediment control measures in compliance with Georgia Water Quality Control Act requirements and NPDES permits. The contractor is responsible for all permitting, inspections, approvals, utility coordination (including Jackson EMC power service and Gwinnett County water resources verification), and adherence to the National Electrical Code and local building codes. Key deliverables include electrical service establishment with pad-mounted transformer, underground conduit installation, lighting systems (parking lot and plaza), monument sign electrical work, and grounding grid installation. The bid tab includes pricing for warranties, bonds, mobilization, traffic control, and all materials and labor necessary for project completion as indicated on the approved construction documents.

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Other files

File	Type	Posted
SB0021_26 Add1 w Plans.pdf	PDF	Mar 5, 2026
SB021_26 Inv PROJECT MANUAL_Gateway Trailhead.pdf	PDF	Mar 5, 2026

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March, 20 2026

ADDENDUM #2

SB021-26

Lawrenceville Gateway Trail Trailhead Project

Please see attached revised plans dated from 3/19/2026.

Please see attached revised bid tab.

Please see the questions/clarifications below:

Questions:

1. Please clarify the C1.0 demolition plans, as we could not find them in the provided drawings.

Answer: Sheet C1.0 is label as “Existing Conditions”.

2. Will the water meter relocation require approval by Gwinnett County?

Answer: Contractor to verify with Gwinnett County Department of Water Resources.

3. Does the city provide the City of Lawrenceville Logo Plaque or is there a vendor we should reach out to?

Answer: City will not provide City of Lawrenceville Logo Plaque. No preferable vendor is being requested.

This addendum should be acknowledged in your bid. Failure to do so may result in your bid being deemed non-responsive.

Kenneth Morris Purchasing Director

SB021-26 – Addendum 2

LAWRENCEVILLE GATEWAY TRAIL TRAILHEAD

BIDDING FORM

00410-1

Failure to return this page as part of bid document may result in rejection of bid.

Bidder submits the following lump-sum/unit prices for the LAWRENCEVILLE GATEWAY TRAIL TRAILHEAD identified in Bid Form as part of this Bid. Failure to utilize and return this form as a part of the bidding documents may result in rejection of bid.

ITEM

NO.

ITEM DESCRIPTION QTY UNIT

UNIT

PRICE

TOTAL

PRICE

1 Warranties and Bonds 1 LS

2 Mobilization & Staging 1 LS

3 Traffic Control 1 LS

4 Erosion Control - All Complete per plans and specs. 1 LS

Demolition - All Complete per plans and specs. See sheet C1.0

1 LS

Earthwork & Fine Grading - All Complete (includes site clearing & removal of kudzu in immediate work area)

1 LS

7 Relocate existing water meter 1 EA

8 10” Precast Trench & Grates 20 LF

8" HPDE Storm Pipe, including pipe bedding and fill up to grade

87 LF

18" HPDE Storm Pipe, including pipe bedding and fill up to grade

132 LF

18” RCP Strom Pipe, including pipe bedding and fill up to grade

58 LF

60" HPDE Storm Storage Pipe, including pipe bedding and fill up to grade

120 LF

Drop Inlet Manhole Structure, Precast Conc. (3' deep, 4' dia.)

1 EA

Double Wing Catch Basin Structure, Precast Conc. (6’ deep, 4' dia.)

1 EA

15 Junction Box Structure, Precast Conc. (12' deep, 7' dia.) 1 EA

Junction Box Structure, Precast Conc. (6.5' deep, 7' dia.)

- WQ Outlet Structure

1 EA

17 Headwall, Precast Conc. (18" dia.) 1 EA

18 Rip Rap Type 3 & Filter Blanket 73 SF

19 24" Curb & Gutter, Conc. 1,023 LF

00410-2

ITEM

NO.

ITEM DESCRIPTION QTY UNIT

UNIT

PRICE

TOTAL

PRICE

20 8" Edge Banding, Conc. (12" deep) 402 LF

21 Asphalt, 9.5 Superpave TP 2 GP 2. Including tack Coat 130 TN

Asphalt, 19 Superpave GP 1 or 2 (binder). Including tack Coat

125 TN

23 GAB (6" deep under asphalt parking and trail) 327 TON

24 GAB (4" deep under concrete paving) 24 TON

Concrete for walkways, under plaza, bike rack, waste receptacle

22 CY

26 Truncated Dome (color red) 104 SF

Modular Brick Pavers 3/8” tooled mortar joints, ½” Mortar setting bed, 4” reinforced concrete w 6”x6” – W1.4 x W1.4WWM, and 4” GAB, 95% STD Proctor. See detail on Sheet C5.2

1,865 SF

Brick Paver Sealing – Sure Klean Sealer (or approved equal)

1,865 SF

29 Thermoplastic Striping, White 24" 80 LF

30 Thermoplastic Striping, White 8" 96 LF

31 Thermoplastic Striping, White 4" 105 LF

Thermoplastic Striping, HC Striping and HC vertical signage. See detail on Sheet C5.3

1 EA

Granite Rubble Seat Wall, including but not limited to footing, GAB, rebar, granite cap, granite rubble, etc. See detail on Sheet C5.3

100 LF

34 Removable Bollards. See detail on Sheet C5.3 14 EA

35 Stop Sign & Post (per GDOT/MUTCD specs) 1 EA

City Parking Sign, including foundation. See detail on Sheet C5.1

1 EA

37 Bike Rack. See detail on Sheet C5.3 10 EA

38 Waste Bins, Double. See detail on Sheet C5.3 3 EA

Electrical Meter, Transformer, Panel. All completed per plans.

1 LS

Electrical Line/Wires/Conductors & Conduit. All completed per plans.

1 LS

Parking Lot Lighting & Pole (Cooper Lighting).

Including foundation, junction box, wiring and conduits.

20 ft round tapered steel pole with a light fixture. All completed per plans. City to provide electrical junction box/hand hole (material only) and contractor to install electrical junction box/hand hole per City standards (see ECG detail on sheet C5.1)

7 EA

00410-3

ITEM

NO.

ITEM DESCRIPTION QTY UNIT

UNIT

PRICE

TOTAL

PRICE

Pedestrian Plaza Lighting & Pole (Sternberg Lighting).

Including foundation, junction box, wiring and conduits.

12 ft round aluminum pole with a light fixture. All completed per plans. City to provide electrical junction box/hand hole (material only) and contractor to install electrical junction box/hand hole per City standards (see ECG detail on sheet C5.1)

3 EA

Lighting Fixture (Recessed Mansory seat wall light), Seating Wall. Including wiring and conduits. All completed per plans.

10 EA

Lighting Fixture (adjustable flood led light), Monument Sign. Including wiring and conduits. All completed per plans.

4 EA

Monument Sign, Complete (See sheets C6.0, C6.1, C6.2 for details)

1 LS

46 Green Gable Black Gum 8 EA

47 Nuttall Oak (3” cal) 5 EA

48 Princelton Elm (3” cal) 5 EA

49 Green Vase Zelkova (3” cal) 8 EA

50 Dwarf Yaupon (3 Gal) 53 EA

51 Variegated Liriope (1 Gal) 175 EA

52 Tiftuf Bermuda Sod 27,000 SF

53 Hardwood Mulch 23 CY

TOTAL $

00410-4

Amounts are to be shown in numbers only. It is understood; that the estimated quantities in the Bid Proposal are approximate and are used only for comparison of bids, and are subject to increase or decrease as required to properly complete the Contract work. Low bidder shall be determined on the basis of the TOTAL BID PRICE. Furthermore, the Contractor shall be responsible for including all items required to perform the project as indicated on the plans and specifications and including all costs into the most appropriate unit prices, if not explicitly described in the Payment paragraph of each section.

NOTES

*Individuals, firms and businesses seeking an award of a City of Lawrenceville contract may not initiate or continue any verbal or written communications regarding a solicitation with any City officer, elected official, employee or other City representative without permission of the Purchasing Manager named in the solicitation between the date of the issuance of the solicitation and the date of the final contract award by the City Council. Violations will be reviewed by the Purchasing Manager. If determined that such communication has compromised the competitive process, the offer submitted by the individual, firm or business may be disqualified from consideration for award

SITE DEVELOPMENT PLANS

LAWRENCEVILLE GATEWAY

TRAIL TRAILHEAD

LAND LOT 10 & 30, DISTRICT 7, Parcel 7010 010

COLLINS INDUSTRIAL WAY

LAWRENCEVILLE, GA 30043

LDP26-00004

planners ● engineers ● architects ● surveyors

400 Pike Boulevard, Lawrenceville, Ga 30046

770.338.8000 ● www.ppi.us

PROJECT DATE: 02/06/2026

THE PROJECT AIMS TO ENHANCE PUBLIC ACCESS TO LOCAL TRAILS WHILE CREATING A SAFE, WELCOMING, AND ACCESSIBLE SPACE FOR VISITORS. LOCATED JUST OFF COLLINS INDUSTRIAL WAY, NEAR GEORGIA GWINNETT COLLEGE, THIS TRAILHEAD WILL FEATURE A 23-SPACE PARKING LOT, INCLUDING AN ADA-COMPLIANT SPACES, A MONUMENT SIGN WITH A BRICK-PAVED GATHERING SPACE, SEAT WALLS, AND

BICYCLE RACKS. ADDITIONALLY, THE TRAILHEAD WILL BE FULLY WHEELCHAIR ACCESSIBLE,

INCORPORATING HANDICAP RAMPS ON THE STREET SIDEWALK AND AT THE TRAIL ENTRANCE. THE 10-FOOT-WIDE TRAIL WILL SEAMLESSLY CONNECT WITH AN EXISTING TRAIL, IMPROVING REGIONAL

CONNECTIVITY FOR HIKERS, CYCLISTS, AND OUTDOOR ENTHUSIASTS.

RCH

SCAP

L A N D

NO. 1138

OWNER / DEVELOPER

CITY OF LAWRENCEVILLE

435 W PIKE STREET

LAWRENCEVILLE GEORGIA 30046

CONTACT: ERANILDO LUSTOSA ALVES JUNIOR

PHONE:678-407-6698

EMAIL: ERANILDO.LUSTOSA@LAWRENCEVILLEGA.ORG

LANDSCAPE ARCHITECT

PRECISION PLANNING, INC.

400 PIKE BOULEVARD

LAWRENCEVILLE, GA 30046

CONTACT: STEVE SAPPINGTON

PHONE: 770-338-8000

EMAIL: 740SS@PPI.US

SHEET LIST TABLE

SHEET # SHEET TITLE

C0.0 COVER SHEET

C0.1 GENERAL NOTES

C1.0 EXISTING CONDITIONS

C2.0 SITE PLAN

C2.1 PLAZA PLAN

C3.0 GRADING & DRAINAGE

C3.1 STORM PROFILES

C4.0 INITIAL EROSION CONTROLPLAN

C4.1 INTERMEDIATE EROSION CONTROL PLAN

C4.2 FINAL EROSION CONTROL PLAN

C4.3 EROSION CONTROL NOTES

C4.4 EROSION CONTROL DETAILS

C4.5 EROSION CONTROL DETAILS

C5.0 CONSTRUCTION DETAILS

C5.1 CONSTRUCTION DETAILS

C5.2 CONSTRUCTION DETAILS

C5.3 CONSTRUCTION DETAILS

C5.4 CONSTRUCTION DETAILS

C6.0 MONUMENT SIGN DETAILS

C6.1 MONUMENT SIGN DETAILS

C6.2 MONUMENT SIGN DETAILS

E-1 ELEC. SITE PLAN & ONE-LINE DIA.

E-2 PHOTOMETRIC PLAN

E-3

ELECTRICAL DETAILS

DISTURBED AREA (INITIAL) = 0.4 AC

TOTAL DISTURBED AREA = 1.2 AC

OFFSITE DISTURBED AREA = 0.1 AC

E-4

PLAZA ELECTRICALS

C0.1

N O

C H

D D

N D

E C

O N

U C

N D

O C

U M

A N

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B ou le va rd , L aw re nc ev ille , G a

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02/06/26

DATE

C24-166

PPI PROJECT NO.

E N

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NO. 1138

D S

C O

M M

OWNER / DEVELOPER

CITY OF LAWRENCEVILLE

435 W PIKE STREET

LAWRENCEVILLE GEORGIA 30046

CONTACT: ERANILDO LUSTOSA ALVES JUNIOR

PHONE: 678-407-6698

EMAIL: ERANILDO.LUSTOSA@LAWRENCEVILLEGA.ORG

LANDSCAPE ARCHITECT

PRECISION PLANNING, INC.

400 PIKE BOULEVARD

LAWRENCEVILLE, GA 30046

CONTACT: STEVE SAPPINGTON

PHONE: 770-338-8000

EMAIL: 740SS@PPI.US

B.O.C.

C O

N C

B.O.C.

OXI

' C

OLO

T (P

.B .1

, P

G.1

60'

N/F

LAWRENCEVILLE STORAGE

ASSOCIATES, INC.

ZONED BG2

PARCEL 7010 107

N/F

DOWNTOWN DEVELOPMENT

AUTHORITY OF

LAWRENCEVILLE GA

ZONED LM

PARCEL 7010 010

R/W (TYP.)

STORAGE BUILDING

ASPHALT DRIVE

R/W (TYP.)

P/L (TYP.)

P.L. (TYP.)

STREAM

EX.

4' SIDEWALK

EX.

4' SIDEWALK

EX.

FENCE

EX.

FENCE

EX.

FIRE HYDRANT AND

WATER VALVE

EX.

WATER VALVES

C O

L L

I N

D U

S T

L W

A Y

EX. ASPHALT TRAIL

75' IM

PER

VIO

S SETBAC

50' U N

ISTU

BED

G W

ETT

O U

TY STR

EAM

FFER

25' U N

ISTU

BED

STATE

ATER

FFER

RIM

8.2

3.8 6'

(18 "H

DPE)

UT=

.77

' (1 8"

RCP)

RIM

8.5

UT=

.26

' (1 8"

RCP)

SAWCUT &

REMOVE 82

LF EX. CURB

& GUTTER

CONTRACTOR TO VERIFY

FINAL TIE IN ELEVATION

EXISTING WATER

METER TO BE

RELOCATED

(SEE SITE PLAN)

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02/06/26

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PPI PROJECT NO.

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GRAPHIC SCALE

( IN FEET )

1 inch = ft.

20 10 20 40 60

C1.0

G C

O N

OWNER / DEVELOPER

CITY OF LAWRENCEVILLE

435 W PIKE STREET

LAWRENCEVILLE GEORGIA 30046

CONTACT: ERANILDO LUSTOSA ALVES JUNIOR

PHONE:678-407-6698

EMAIL: ERANILDO.LUSTOSA@LAWRENCEVILLEGA.ORG

LANDSCAPE ARCHITECT

PRECISION PLANNING, INC.

400 PIKE BOULEVARD

LAWRENCEVILLE, GA 30046

CONTACT: STEVE SAPPINGTON

PHONE: 770-338-8000

UTILITY NOTE

B.O.C.

C O

N C

B.O.C.

OXI

' C

OLO

T (P

.B .1

, P

G.1

60'

UNDERGROUND

GAS M

ARKERS

R4'

9' (TYP.)

10' ASPHALT

TRAIL (TYP.)

10' ASPHALT

TRAIL (TYP.)

BICYCLE

RACK (TYP.)

BICYCLE

RACK (TYP.)

10' CONC.

SIDEWALK

(TYP.)

H/C RAMP

CONNECT TO

ASPHALT

TRAIL (TYP.)

H/C RAMP

5' CONC.

SIDEWALK

(TYP.)

5' CONC.

SIDEWALK

(TYP.)

PLAZA SEE

DETAIL

N/F

LAWRENCEVILLE STORAGE

ASSOCIATES, INC.

ZONED BG2

PARCEL 7010 107

N/F

DOWNTOWN DEVELOPMENT

AUTHORITY OF

LAWRENCEVILLE GA

ZONED LM

PARCEL 7010 010

24" STOP

BAR

STOP

SIGN

CROSSWALK

PER GDOT

STD T-11A

P/L (TYP.)

' H/C RAMP

11 SPACES

12 SPACES

P.L. (TYP.)

ASPHALT

PAVING

R/W (TYP.)

STORAGE BUILDING

ASPHALT DRIVE

R/W (TYP.)

P/L (TYP.)

P.L. (TYP.)

STREAM

BOLLARDS

EX.

RETAINING

WALL

TRAIL HEAD

MONUMENT SIGN

BOLLARDS

EX. RETAINING WALL

10' CONC.

SIDEWALK

(TYP.)

EX.

4' SIDEWALK

EX.

4' SIDEWALK

EX.

FENCE

EX.

FENCE

EX.

FIRE HYDRANT AND

WATER VALVE

EX.

WATER VALVES

C O

L L

I N

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S T

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A Y

CITY

SIGN

EX. CURB AND

GUTTER

EX. ASPHALT TRAIL

75' IM

PER

VIO

S SETBAC

50' U N

ISTU

BED

G W

ETT

O U

TY STR

EAM

FFER

25' U N

ISTU

BED

STATE

ATER

FFER

40 DWARF YAUPON

175 VARIEGATED

LIRIOPE

SOD

SOD SOD

SOD

5 NUTTAL

OAK

6 GREEN VASE

ZELKOVA

5 GREEN VASE

ZELKOVA

ELECTRICAL METER &

TRANSFORMER (SEE

ELECTRICAL PLAN) ADA VERTICAL

SIGN (VAN

ACCESSIBLE)

R10'

R5'

BOLLARDS

SITE IS OVERGROWN WITH KUDZU.

CITY SHOULD IMPLEMENT A

COMPREHENSIVE KUZDU

ERADICATION PLAN AT TIME OF

DEVELOPMENT.

RIM

8.2

3.8 6'

(18 "H

DPE)

UT=

.77

' (1 8"

RCP)

RIM

8.5

UT=

.26

' (1 8"

RCP)

R10'

R10 ' R8'

SOD

R8'

R25

RELOCATED

WATER

METER

TRUNCATED

DOME PAVERS

TRUNCATED

DOME PAVERS

R4'

PARKING

LOT

LIGHTING

PARKING

LOT

LIGHTING

SOD

CONTRACTOR TO VERIFY

FINAL TIE IN ELEVATION

TRANSITION

CURB FROM

24" TO 30"

PEDESTRIAN

LIGHTS

10'

LANDSCAPE

STRIP (TYP.)

4 PRINCETON ELM

1 PRINCETON ELM

8 BLACK GUM

60' RADIUS FROM TRUNK

OF PARKING TREES

(TYP.)

6 DWARF

YAUPON

7 DWARF

YAUPON

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Pi ke

B ou le va rd , L aw re nc ev ille , G a

w w .p pi .u s

02/06/26

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C24-166

PPI PROJECT NO.

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NO. 1138

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( IN FEET )

1 inch = ft.

20 10 20 40 80

C2.0

OWNER / DEVELOPER

CITY OF LAWRENCEVILLE

435 W PIKE STREET

LAWRENCEVILLE GEORGIA 30046

CONTACT: ERANILDO LUSTOSA ALVES JUNIOR

PHONE:678-407-6698

EMAIL: ERANILDO.LUSTOSA@LAWRENCEVILLEGA.ORG

LANDSCAPE ARCHITECT

PRECISION PLANNING, INC.

400 PIKE BOULEVARD

LAWRENCEVILLE, GA 30046

CONTACT: STEVE SAPPINGTON

PHONE: 770-338-8000

EMAIL: 740SS@PPI.US

UTILITY NOTE

LANDSCAPE STRIP CALCULATIONS:

LANDSCAPE STRIP LENGTH = 101.4 LF (EXCLUDING DRIVEWAY CROSSING)

101.4 LF /25 = 4.06 = 5 TREE REQUIRED

5 TREES PROVIDED

(101.4 LF / 25) X 3 =12.17 = 13 SHRUBS REQUIRED

13 SHRUBS PROVIDED

PARKING LOT CALCULATIONS:

1 TREE PER 7 SPACES REQUIRED

23 PARKING SPACES PROVIDED

23/7 = 3.29 = 4 PARKING TREES REQUIRED

5 PARKING TREES PROVIDED

10' ASPHALT TRAIL10' ASPHALT TRAIL

10' CONCRETE SIDEWALK

BICYCLE RACK

WASTE BINS

10' C

ONCRETE SIDEWALK

BOLLARD (TYP.)

H/C RAMP W/

PINE HALL BRICK

TRUNCATED DOME

PAVERS

WASTE BINS

BRICK PAVERS

SEAT WALL

(TYP.)

8" CONCRETE

EDGE (TYP.)

8" CONCRETE

EDGE (TYP.)

TRAIL HEAD

MONUMENT

SIGN

BOLLARD (TYP.)

8" CONCRETE

EDGE (TYP.)

8" CONCRETE

EDGE (TYP.)5'

R2 .5

R5'

R12

R25

R32'

SEAT WALL

(TYP.)

PLANTING

BED PLANTING

BED

PLANTING

BED

PLANTING

BED

P/L(TYP)

EX.

RETAINING

WALL

R10'

R5'

ADA PARKING

VAN ACCESSIBLE SIGN

PEDESTRIAN LIGHT

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Pi ke

B ou le va rd , L aw re nc ev ille , G a

w w .p pi .u s

02/06/26

DATE

C24-166

PPI PROJECT NO.

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L ot

, D is tri ct

, P ar ce l 7

L W

W R

, G

T R

H : E

:\P R

-C

O F

\D W

G \2

-2 6.

D W

O T

RCH

SCAP

L A N D

NO. 1138

D S

C O

M M

EST Z

ONE)

C2.1

GRAPHIC SCALE

( IN FEET )

1 inch = ft.

5 2.5 5 10 20

OWNER / DEVELOPER

CITY OF LAWRENCEVILLE

435 W PIKE STREET

LAWRENCEVILLE GEORGIA 30046

CONTACT: ERANILDO LUSTOSA ALVES JUNIOR

PHONE:678-407-6698

EMAIL: ERANILDO.LUSTOSA@LAWRENCEVILLEGA.ORG

LANDSCAPE ARCHITECT

PRECISION PLANNING, INC.

400 PIKE BOULEVARD

LAWRENCEVILLE, GA 30046

CONTACT: STEVE SAPPINGTON

PHONE: 770-338-8000

UTILITY NOTE

A4 DWCB

A3 JB

A6 TRENCH

A5 DI

B2 TRENCH

A7 TRENCH

B.O.C.

2" C

EDAR

3" O

4" O

3" C

HERRY

3" C

HERRY

3" C

HERRY

C O

N C

B.O.C.

2" C

EDAR

2" C

EDAR

2" C

EDAR

2" C

EDAR

OXI

' C

OLO

T (P

.B .1

, P

G.1

60'

UNDERGROUND

GAS M

ARKERS

N/F

LAWRENCEVILLE STORAGE

ASSOCIATES, INC.

ZONED BG2

PARCEL 7010 107

N/F

DOWNTOWN DEVELOPMENT

AUTHORITY OF

LAWRENCEVILLE GA

ZONED LM

PARCEL 7010 010

R/W (TYP.)

STORAGE BUILDING

ASPHALT DRIVE

R/W (TYP.)

P/L (TYP.)

P.L. (TYP.)

STREAM

EX.

4' SIDEWALK

EX.

4' SIDEWALK

EX.

FENCE

EX.

FENCE

EX.

FIRE HYDRANT AND

WATER VALVE

EX.

WATER VALVES

C O

L L

I N

D U

S T

L W

A Y

EX. ASPHALT TRAIL

75' IM

PER

VIO

S SETBAC

50' U N

ISTU

BED

G W

ETT

O U

TY STR

EAM

FFER

25' U N

ISTU

BED

STATE

ATER

FFER

CONTRACTOR TO VERIFY

FINAL TIE IN ELEVATION

A2 JB

A1 HW

B3 TRENCH

CONTRACTOR TO

PROVIDE POSITIVE

DRAINAGE AWAY FROM

EX. RETAINING WALL

AT TIE-IN, CONTRACTOR

SHALL MATCH EXISTING

TRAIL GRADE TO

PREVENT LOW POINT

C3.0

G R

D R

E C

D R

E C

O N

U C

N D

O C

U M

A N

R M

D R

O D

U C

N S, IN

H O

T, A

R E

R U

C E

A R

R O

N N

, I N

C . U

D T

O . T

S H

N O

R O

D U

O R

C O

N Y

N O

R A

R E

T O

B E

D F

O R

R O

T H

N W

O U

T W

N F

R O

D D

U E

C O

N T

N N

, I N

N P

G , I

N C

P pl an ne rs e ng in ee rs a rc hi te ct s s ur ve yo rs

Pi ke

B ou le va rd , L aw re nc ev ille , G a

w w .p pi .u s

02/06/26

DATE

C24-166

PPI PROJECT NO.

E N

C R

O N

La nd

L ot

, D is tri ct

, P ar ce l 7

L W

W R

, G

T R

H : E

:\P R

-C

O F

\D W

G \2

G R

D R

-3

.D W

O T

RCH

SCAP

L A N D

NO. 1138

D S

C O

M M

20 10 20 40 80

EST Z

ONE)

OWNER / DEVELOPER

CITY OF LAWRENCEVILLE

435 W PIKE STREET

LAWRENCEVILLE GEORGIA 30046

CONTACT: ERANILDO LUSTOSA ALVES JUNIOR

PHONE:678-407-6698

EMAIL: ERANILDO.LUSTOSA@LAWRENCEVILLEGA.ORG

LANDSCAPE ARCHITECT

PRECISION PLANNING, INC.

400 PIKE BOULEVARD

LAWRENCEVILLE, GA 30046

CONTACT: STEVE SAPPINGTON

STORM A PROFILE

10 LF of

TRENCH DRAIN 2.00%

(A7)

A5 T

C H

D A7

V O

U T

D A6

19 LF of

8" HDPE @ 8.00%

(A6)

A5 D

I R

(S D

O U

(S D

58 LF of

18" RCP @ 3.07%

(A5)

A4 D

W C

B R

(S D

O U

(S D

72 LF of

18" HDPE @ 1.98%

(A4)

A1 H

W R

(S D

A6 T

C H

V O

U T

D A7

A5 T

C H

D A7

V O

U T

D A6

19 LF of

8" HDPE @ 8.00%

(A6)

A5 D

I R

(S D

O U

(S D

58 LF of

18" RCP @ 3.07%

(A5)

A4 D

W C

B R

(S D

O U

(S D

72 LF of

18" HDPE @ 1.98%

(A4)

A3 J

B R

(S D

O U

(S D

A1 H

W R

(S D

120 LF of

60" HDPE @ 0.50%

(A3) 60 LF of

18" HDPE @ 2.73%

(A2)

A2 J

B (W

Q O

C T.

(S D

V O

U T

D A2

STORM B PROFILE

A3 J

B R

(S D

O U

(S D

10 LF of

TRENCH DRAIN @ 1.00%

(B2)

B2 T

C H

D B2

V O

U T

D B1

68 LF of

8" HDPE @ 4.01%

(B1)

B3 T

C H

V O

U T

D B2

60" HDPE PIPE (IN)

OUTLET STRUCTURE

7' DIA. (INSIDE)

PRECAST CONCRETE

MANHOLE

REINFORCED

CONCRETE WIER WALL

18" HDPE PIPE (OUT)

MANHOLE

COVER

PLAN VIEW

WIER WALL OUTLET STRUCTURE

SECTION VIEW

WATER QUALITY OUTLET

STRUCTURE DETAIL

NTS

REINFORCED

CONCRETE

TOP EL. = 1010.00 100-YR. EL. = 1009.80

8" WIER EL. = 1008.91

WQ 6" PVC CAP W/ 0.50"

ORIFICE EL. = 1005.44

MANHOLE

COVER

REINFORCED

CONCRETE

WIER WALL

OUTLET STRUCTURE

7' DIA. (INSIDE)

PRECAST CONCRETE

MANHOLE

C3.1

R M

P R

C H

D D

N D

E C

O N

U C

N D

O C

U M

A N

R M

D R

O D

U C

N S, IN

H O

T, A

R E

R U

C E

A R

R O

N N

, I N

C . U

D T

O . T

S H

N O

R O

D U

O R

C O

N Y

N O

R A

R E

T O

B E

D F

O R

R O

T H

N W

O U

T W

N F

R O

D D

U E

C O

N T

N N

, I N

N P

G , I

N C

P pl an ne rs e ng in ee rs a rc hi te ct s s ur ve yo rs

Pi ke

B ou le va rd , L aw re nc ev ille , G a

w w .p pi .u s

02/06/26

DATE

C24-166

PPI PROJECT NO.

E N

C R

O N

La nd

L ot

, D is tri ct

, P ar ce l 7

L W

W R

, G

T R

H : E

:\P R

-C

O F

\D W

G \2

G R

D R

-3

.D W

O T

RCH

SCAP

L A N D

NO. 1138

D S

C O

M M

OWNER / DEVELOPER

CITY OF LAWRENCEVILLE

435 W PIKE STREET

LAWRENCEVILLE GEORGIA 30046

CONTACT: ERANILDO LUSTOSA ALVES JUNIOR

PHONE:678-407-6698

EMAIL: ERANILDO.LUSTOSA@LAWRENCEVILLEGA.ORG

LANDSCAPE ARCHITECT

PRECISION PLANNING, INC.

400 PIKE BOULEVARD

LAWRENCEVILLE, GA 30046

CONTACT: STEVE SAPPINGTON

PHONE: 770-338-8000

EMAIL: 740SS@PPI.US

STORMWATER MANAGEMENT NARRATIVE

THIS PROJECT IS LOCATED ON THE SOUTH SIDE OF COLLINS INDUSTRIAL WAY WITHIN THE CITY OF LAWRENCEVILLE, GA. THE PROJECT CONTAINS A PARKING LOT, PLAZA AND SIDEWALKS/TRAILS. DUE TO THE PROJECT CONTAINING MORE THAN 5,000 SQUARE FEET OF IMPERVIOUS AREA, THIS

PROJECT REQUIRES STORMWATER MANAGEMENT, INCLUDING WATER QUALITY.

AN UNDERGROUND STORAGE SYSTEM HAS BEEN DESIGNED TO PROVIDE THE NECESSARY STORAGE FOR THE PROJECT. THIS SYSTEM INCLUDES A 60” HDPE AND A WEIR WALL LOCATED WITHIN THE DOWNSTREAM JUNCTION BOX. (SEE DETAILS.) WATER QUALITY AND THE DETENTION FOR THE 2-100 YEAR STORM FREQUENCIES ARE STORED WITHIN THIS SYSTEM. PLEASE REFER TO THE TABLE BELOW FOR THE PRE AND POST ANALYSIS OF

THE FLOWS LEAVING THE SITE.

B.O.C.

C O

N C

B.O.C.

OXI

' C

OLO

T (P

.B .1

, P

G.1

60'

N/F

LAWRENCEVILLE STORAGE

ASSOCIATES, INC.

ZONED BG2

PARCEL 7010 107

N/F

DOWNTOWN DEVELOPMENT

AUTHORITY OF

LAWRENCEVILLE GA

ZONED LM

PARCEL 7010 010

R/W (TYP.)

STORAGE BUILDING

ASPHALT DRIVE

R/W (TYP.)

P/L (TYP.)

P.L. (TYP.)

STREAM

EX.

4' SIDEWALK

EX.

4' SIDEWALK

EX.

FENCE

EX.

FENCE

EX.

FIRE HYDRANT AND

WATER VALVE

EX.

WATER VALVES

C O

L L

I N

D U

S T

L W

A Y

EX. ASPHALT TRAIL

75' IM

PER

VIO

S SETBAC

50' U N

ISTU

BED

G W

ETT

O U

TY STR

EAM

FFER

25' U N

ISTU

BED

STATE

ATER

FFER

RIM

8.2

3.8 6'

(18 "H

DPE)

RIM

8.5

UT=

.26

' (1 8"

RCP)

CONTRACTOR TO VERIFY

FINAL TIE IN ELEVATION

Ds1 Ds2

Sd1-Ns

LAT.= 33.976667

LONG.= -84.005000

Ds1 Ds2Du

Sd1-Ns

LIMITS OF

DISTURBANCE

LIMITS OF

DISTURBANCE

LAT.= N33° 58' 34"

LONG.= W84° 00' 14"

SAMPLING POINT

GeC2

GeE2

Cfs

SILT FENCE (TYPE"Ns")

CONSTRUCTION EXIT Ds1

Sd1-Ns

Sd2-F

DISTURBED AREA STABILIZATION

(WITH MULCHING ONLY)

INLET SEDIMENT TRAP

"SILT-SAVER"

EROSION CONTROL LEGEND

Ds2 DISTURBED AREA STABILIZATION

(WITH TEMPORARY VEGETATION)

Du DUST CONTROL

Ds4 DISTURBED AREA STABILIZATION

(WITH SODDING )

Wa WASH AREA

C4.0

N C

O N

C H

D D

N D

E C

O N

U C

N D

O C

U M

A N

R M

D R

O D

U C

N S, IN

H O

T, A

R E

R U

C E

A R

R O

N N

, I N

C . U

D T

O . T

S H

N O

R O

D U

O R

C O

N Y

N O

R A

R E

T O

B E

D F

O R

R O

T H

N W

O U

T W

N F

R O

D D

U E

C O

N T

N N

, I N

N P

G , I

N C

P pl an ne rs e ng in ee rs a rc hi te ct s s ur ve yo rs

Pi ke

B ou le va rd , L aw re nc ev ille , G a

w w .p pi .u s

02/06/26

DATE

C24-166

PPI PROJECT NO.

E N

C R

O N

La nd

L ot

, D is tri ct

, P ar ce l 7

L W

W R

, G

T R

H : E

:\P R

-C

O F

\D W

G \2

E R

O N

C O

O L.

D W

O T

RCH

SCAP

L A N D

NO. 1138

D S

C O

M M

20 10 20 40 60

EST Z

ONE)

OWNER / DEVELOPER

CITY OF LAWRENCEVILLE

435 W PIKE STREET

LAWRENCEVILLE GEORGIA 30046

CONTACT: ERANILDO LUSTOSA ALVES JUNIOR

PHONE:678-407-6698

EMAIL: ERANILDO.LUSTOSA@LAWRENCEVILLEGA.ORG

LANDSCAPE ARCHITECT

PRECISION PLANNING, INC.

400 PIKE BOULEVARD

LAWRENCEVILLE, GA 30046

CONTACT: STEVE SAPPINGTON

PHONE: 770-338-8000

EMAIL: 740SS@PPI.US

St STORM DRAIN OUTLET

PROTECTION

Sd2-P INLET SEDIMENT TRAP

"PIG-IN-BLANKET"

GeC2 Gwinnett Clay Loam, 6 to 10 percent slopes, eroded

GeE2 Gwinnett Clay Loam, 10 to 25 percent slopes, eroded

Cfs Chewacla Silt Loam, 0 to 2 percent slopes, frequently flooded

DISTURBED AREA (INITIAL) = 0.4 AC

TOTAL DISTURBED AREA = 1.2 AC

OFFSITE DISTURBED AREA = 0.1 AC

B.O.C.

C O

N C

B.O.C.

OXI

' C

OLO

T (P

.B .1

, P

G.1

60'

N/F

LAWRENCEVILLE STORAGE

ASSOCIATES, INC.

ZONED BG2

PARCEL 7010 107

N/F

DOWNTOWN DEVELOPMENT

AUTHORITY OF

LAWRENCEVILLE GA

ZONED LM

PARCEL 7010 010

R/W (TYP.)

STORAGE BUILDING

ASPHALT DRIVE

R/W (TYP.)

P/L (TYP.)

P.L. (TYP.)

STREAM

EX.

4' SIDEWALK

EX.

4' SIDEWALK

EX.

FENCE

EX.

FENCE

EX.

FIRE HYDRANT AND

WATER VALVE

EX.

WATER VALVES

C O

L L

I N

D U

S T

L W

A Y

EX. ASPHALT TRAIL

75' IM

PER

VIO

S SETBAC

50' U N

ISTU

BED

G W

ETT

O U

TY STR

EAM

FFER

25' U N

ISTU

BED

STATE

ATER

FFER

RIM

8.2

3.8 6'

(18 "H

DPE)

RIM

8.5

UT=

.26

' (1 8"

RCP)

CONTRACTOR TO VERIFY

FINAL TIE IN ELEVATION

Ds1 Ds2

LIMITS OF

DISTURBANCE

LIMITS OF

DISTURBANCE

LIMITS OF

DISTURBANCE

LIMITS OF

DISTURBANCE

Sd1-Ns

LAT.= 33.976667

LONG.= -84.005000

Ds1 Ds2Du

CONCRETE

WASHOUT AREA

Sd1-Ns

Sd2-F

LAT.= N33° 58' 34"

LONG.= W84° 00' 14"

SAMPLING POINT

GeC2

GeE2

Cfs

SILT FENCE (TYPE"S")

CONSTRUCTION EXIT Ds1

Sd1-Ns

Sd2-F

DISTURBED AREA STABILIZATION

(WITH MULCHING ONLY)

INLET SEDIMENT TRAP

"SILT-SAVER"

EROSION CONTROL LEGEND

Ds2 DISTURBED AREA STABILIZATION

(WITH TEMPORARY VEGETATION)

Du DUST CONTROL

Ds4 DISTURBED AREA STABILIZATION

(WITH SODDING )

Wa WASH AREA

C4.1

R M

O N

C O

O L

C H

D D

N D

E C

O N

U C

N D

O C

U M

A N

R M

D R

O D

U C

N S, IN

H O

T, A

R E

R U

C E

A R

R O

N N

, I N

C . U

D T

O . T

S H

N O

R O

D U

O R

C O

N Y

N O

R A

R E

T O

B E

D F

O R

R O

T H

N W

O U

T W

N F

R O

D D

U E

C O

N T

N N

, I N

N P

G , I

N C

P pl an ne rs e ng in ee rs a rc hi te ct s s ur ve yo rs

Pi ke

B ou le va rd , L aw re nc ev ille , G a

w w .p pi .u s

02/06/26

DATE

C24-166

PPI PROJECT NO.

E N

C R

O N

La nd

L ot

, D is tri ct

, P ar ce l 7

L W

W R

, G

T R

H : E

:\P R

-C

O F

\D W

G \2

E R

O N

C O

O L.

D W

O T

RCH

SCAP

L A N D

NO. 1138

D S

C O

M M

20 10 20 40 60

EST Z

ONE)

OWNER / DEVELOPER

CITY OF LAWRENCEVILLE

435 W PIKE STREET

LAWRENCEVILLE GEORGIA 30046

CONTACT: ERANILDO LUSTOSA ALVES JUNIOR

PHONE:678-407-6698

EMAIL: ERANILDO.LUSTOSA@LAWRENCEVILLEGA.ORG

LANDSCAPE ARCHITECT

PRECISION PLANNING, INC.

400 PIKE BOULEVARD

LAWRENCEVILLE, GA 30046

CONTACT: STEVE SAPPINGTON

PHONE: 770-338-8000

EMAIL: 740SS@PPI.US

St STORM DRAIN OUTLET

PROTECTION

Sd2-P INLET SEDIMENT TRAP

"PIG-IN-BLANKET"

DISTURBED AREA (INITIAL) = 0.4 AC

B.O.C.

C O

N C

B.O.C.

OXI

' C

OLO

T (P

.B .1

, P

G.1

60'

N/F

LAWRENCEVILLE STORAGE

ASSOCIATES, INC.

ZONED BG2

PARCEL 7010 107

N/F

DOWNTOWN DEVELOPMENT

AUTHORITY OF

LAWRENCEVILLE GA

ZONED LM

PARCEL 7010 010

R/W (TYP.)

STORAGE BUILDING

ASPHALT DRIVE

R/W (TYP.)

P/L (TYP.)

P.L. (TYP.)

STREAM

EX.

4' SIDEWALK

EX.

4' SIDEWALK

EX.

FENCE

EX.

FENCE

EX.

FIRE HYDRANT AND

WATER VALVE

EX.

WATER VALVES

C O

L L

I N

D U

S T

L W

A Y

EX. ASPHALT TRAIL

75' IM

PER

VIO

S SETBAC

50' U N

ISTU

BED

G W

ETT

O U

TY STR

EAM

FFER

25' U N

ISTU

BED

STATE

ATER

FFER

CONTRACTOR TO VERIFY

FINAL TIE IN ELEVATION

Ds1 Ds2Ds4

LIMITS OF

DISTURBANCE

LIMITS OF

DISTURBANCE

LIMITS OF

DISTURBANCE

LIMITS OF

DISTURBANCE

Sd1-Ns

ASPHALT PAVING

11 SPACES

12 SPACES

Sd2-F

Sd2-P

LAT.= 33.976667

LONG.= -84.005000

Ds1 Ds2 Ds4Du

Ds4

CONCRETE

WASHOUT AREA

Sd1-Ns

Sd2-F

Sd2-P

Sd1-Ns

LAT.= N33° 58' 34"

LONG.= W84° 00' 14"

SAMPLING POINT

GeC2

GeE2

Cfs

C4.2

R O

N C

O N

AN C

D D

N D

E C

O N

U C

N D

O C

U M

A N

R M

D R

O D

U C

N S, IN

H O

T, A

R E

R U

C E

A R

R O

N N

, I N

C . U

D T

O . T

S H

N O

R O

D U

O R

C O

N Y

N O

R A

R E

T O

B E

D F

O R

R O

T H

N W

O U

T W

N F

R O

D D

U E

C O

N T

N N

, I N

N P

G , I

N C

P pl an ne rs e ng in ee rs a rc hi te ct s s ur ve yo rs

Pi ke

B ou le va rd , L aw re nc ev ille , G a

w w .p pi .u s

02/06/26

DATE

C24-166

PPI PROJECT NO.

E N

C R

O N

La nd

L ot

, D is tri ct

, P ar ce l 7

L W

W R

, G

T R

H : E

:\P R

-C

O F

\D W

G \2

E R

O N

C O

O L.

D W

O T

RCH

SCAP

L A N D

NO. 1138

D S

C O

M M

20 10 20 40 60

EST Z

ONE)

SILT FENCE (TYPE"S")

CONSTRUCTION EXIT Ds1

Sd1-Ns

Sd2-F

DISTURBED AREA STABILIZATION

(WITH MULCHING ONLY)

INLET SEDIMENT TRAP

"SILT-SAVER"

EROSION CONTROL LEGEND

Ds2 DISTURBED AREA STABILIZATION

(WITH TEMPORARY VEGETATION)

Du DUST CONTROL

Ds4 DISTURBED AREA STABILIZATION

(WITH SODDING )

Wa WASH AREA

OWNER / DEVELOPER

CITY OF LAWRENCEVILLE

435 W PIKE STREET

LAWRENCEVILLE GEORGIA 30046

CONTACT: ERANILDO LUSTOSA ALVES JUNIOR

PHONE:678-407-6698

EMAIL: ERANILDO.LUSTOSA@LAWRENCEVILLEGA.ORG

LANDSCAPE ARCHITECT

PRECISION PLANNING, INC.

400 PIKE BOULEVARD

LAWRENCEVILLE, GA 30046

CONTACT: STEVE SAPPINGTON

PHONE: 770-338-8000

EMAIL: 740SS@PPI.US

St STORM DRAIN OUTLET

PROTECTION

Sd2-P INLET SEDIMENT TRAP

"PIG-IN-BLANKET"

DISTURBED AREA (INITIAL) = 0.4 AC

C4.3

N C

O N

L N

C H

D D

N D

E C

O N

U C

N D

O C

U M

A N

R M

D R

O D

U C

N S, IN

H O

T, A

R E

R U

C E

A R

R O

N N

, I N

C . U

D T

O . T

S H

N O

R O

D U

O R

C O

N Y

N O

R A

R E

T O

B E

D F

O R

R O

T H

N W

O U

T W

N F

R O

D D

U E

C O

N T

N N

, I N

N P

G , I

N C

P pl an ne rs e ng in ee rs a rc hi te ct s s ur ve yo rs

Pi ke

B ou le va rd , L aw re nc ev ille , G a

w w .p pi .u s

02/06/26

DATE

C24-166

PPI PROJECT NO.

E N

C R

O N

La nd

L ot

, D is tri ct

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GSWCC LEVEL 2 CERTIFICATIONS #2,12,13

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.

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" 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 GAR 100001.

SIGNED: DATE:01/16/2026

CERTIFIED DESIGN PROFESSIONAL

GSWCC CERTIFICATION NO. LEVEL II #0000001193

EXPIRATION DATE: 06/23/2026

COMPANY: PRECISION PLANNING, INC.

24-HOUR CONTACT #4

NAME: ERANILDO LUSTOSA ALVES JUNIOR

PHONE NUMBER: 678-407-6698

PRIMARY PERMITTEE #5

NAME: ERANILDO LUSTOSA ALVES JUNIOR

COMPANY: CITY OF LAWRENCEVILLE

435 W PIKE STREET

LAWRENCEVILLE, GA 30046

PHONE NUMBER: 678-407-6698

EMAIL: ERANILDO.LUSTOSA@LAWRENCEVILLEGA.ORG

PLAN SUMMARY #8

DESCRIPTION: INSTALL TRAILHEAD DATE: 12/01/2025

CONSTRUCTION ACTIVITY #9

EXISTING CONDITIONS SUMMARY: THE SITE IS CURRENTLY OVERGROWN CLEARED AREA WITH UNDERBRUSH AND

KUDZU.

PROPOSED CONDITIONS SUMMARY: THE SITE WILL BE CLEARED OF VEGETATION. A PARKING LOT, TRAIL AND SIDEWALKS

SHALL BE CONSTRUCTED.

INITIAL EROSION INSPECTION #14

THE DESIGN PROFESSIONAL WHO PREPARED THE ES&PC PLAN IS TO INSPECT AND CERTIFY THE INSTALLATION OF THE INITIAL SEDIMENT STORAGE REQUIREMENTS AND PERIMETER CONTROL BMPS WITHIN 7 DAYS AFTER

INSTALLATION.

THE PRIMARY PERMITTEE MUST RETAIN THE DESIGN PROFESSIONAL WHO PREPARED THE PLAN, EXCEPT WHEN THE PRIMARY PERMITTEE HAS REQUESTED IN WRITING AND E.P.D. HAS AGREED TO AN ALTERNATE DESIGN PROFESSIONAL, TO INSPECT THE INITIAL SEDIMENT STORAGE REQUIREMENTS AND PERIMETER CONTROL BMPS.

THE DESIGN PROFESSIONAL SHALL DETERMINE IF THESE BMPS HAVE BEEN INSTALLED AND ARE BEING MAINTAINED

AS DESIGNED.

THE DESIGN PROFESSIONAL SHALL REPORT THE RESULTS OF THE INSPECTION TO THE PRIMARY PERMITTEE (AND OPERATOR) WITHIN SEVEN DAYS AND THE PERMITTEE (AND OPERATOR) MUST CORRECT ALL DEFICIENCIES WITHIN TWO (2) BUSINESS DAYS OF RECEIPT OF THE INSPECTION REPORT FROM THE DESIGN PROFESSIONAL UNLESS

WEATHER RELATED SITE CONDITIONS ARE SUCH THAT ADDITIONAL TIME IS REQUIRED.

STREAM BUFFERS #15,16

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

DESCRIPTION OF BUFFER ENCROACHMENTS: N/A.

GSWCC REQUIRED NOTES #17,18,19,20,21

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.

WASTE MATERIALS SHALL NOT BE DISCHARGED TO WATERS OF THE STATE, EXCEPT AS AUTHORIZED BY A SECTION

404 PERMIT.

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 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.

ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAT 14 DAYS SHALL BE STABILIZED WITH MULCH OR

TEMPORARY SEEDING.

IMPAIRED STREAM SEGMENT #22

THIS SITE WILL NOT DISCHARGE STORM WATER FROM ANY CONSTRUCTION ACTIVITY 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.

IF ANY STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITIES DISCHARGED INTO AN IMPAIRED STREAM SEGMENT THAT HAS BEEN LISTED FOR THE CRITERIA VIOLATED, BIO "F" (IMPAIRED FISH COMMUNITY) AND / OR "BIO M" (IMPAIRED MACROVERTIBRATE COMMUNITY), WITHIN CATEGORY 4A, 4B, OR 5, AND THE POTENTIAL CAUSE IS EITHER "NP" (NONPOINT SOURCE) OR "UR" (URBAN RUNOFF), THE ES&PC PLAN MUST INCLUDE AT LEAST FOUR (4)

OF THE BMPS LISTED IN PART 111.C.2 (A) THRU (T) OF THE PERMIT.

SEE APPENDIX I FOR FOUR (4) ADDITIONAL BMPS TO BE IMPLEMENTED WITH THIS PROJECT.

NONE REQUIRED FOR PROJECT.

SPILL PREVENTION & CONTROL #25

· LOCAL, STATE & MANUFACTURERS RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CLEARLY POSTED

AND PROCEDURES WILL BE MADE AVAILABLE TO SITE PERSONNEL.

· MATERIAL & EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE MATERIAL STORAGE AREAS.

TYPICAL MATERIALS & EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, BROOMS DUSTPANS, MOPS, RAGS, GLOVES, GOGGLES, CAT LITTER, SAND SAWDUST &PROPERLY LABELED PLASTIC & METAL WASTE CONTAINERS.

· SPILL PREVENTION PRACTICES & PROCEDURES WILL BE REVIEWED AFTER A SPILL & ADJUSTED AS NECESSARY TO

PREVENT FUTURE SPILLS.

· ALL SPILLS WILL BE CLEANED UP IMMEDIATELY UPON DISCOVERY. ALL SPILLS WILL BE REPORTED AS REQUIRES

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 KNOWN AMOUNT, THE NATIONAL RESPONSE CENTER (NRC) WILL BE CONTACTED WITHIN 24

HOURS AT 1-800-426-2675.

· FOR SPILLS GREATER THAN 25 GALLONS & NO SURFACE WATER IMPACTS OCCUR, THE SPILL WILL BE CLEANED

UP & 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 OF EQUIPMENT) OR IF ANY ONE PIECE OF EQUIPMENT HAS A CAPACITY GREATER THAN 660 GALLONS. THE CONTRACTOR WILL NEED A SPILL PREVENTION

CONTAINMENT & COUNTERMEASURES PLAN PREPARED BY THE LICENSED PROFESSIONAL.

CONSTRUCTION MATERIAL STORAGE #27

FOR BUILDING MATERIALS, BUILDING PRODUCTS, CONSTRUCTION WASTES, TRASH, LANDSCAPE MATERIALS, FERTILIZERS, PESTICIDES, HERBICIDES, DETERGENTS, SANITARY WASTE AND OTHER MATERIALS PRESENT ON THE SITE, PROVIDE COVER (E.G. PLASTIC SHEETING, TEMPORARY ROOFS) TO MINIMIZE THE EXPOSURE OF THESE PRODUCTS TO PRECIPITATION AND TO STORMWATER, OR A SIMILARLY EFFECTIVE MEANS DESIGNED TO MINIMIZE THE DISCHARGE OF POLLUTANTS FROM THESE AREAS. MINIMIZATION OF EXPOSURE IS NOT REQUIRED IN CASES WHERE EXPOSURE TO PRECIPITATION AND TO STORMWATER WILL NOT RESULT IN A DISCHARGE OF POLLUTANTS, OR WHERE EXPOSURE OF A SPECIFIC MATERIAL OR PRODUCT POSES LITTLE RISK TO STORMWATER CONTAMINATION (SUCH AS FINAL PRODUCTS AND MATERIALS INTENDED FOR OUTDOOR

USE).

PRODUCT SPECIFIC PRACTICES #28

· 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, 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 MANUFACTURERS' 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.

INSPECTION AND RECORD KEEPING #30

INSPECTION AND RECORD KEEPING REQUIREMENTS BELOW ARE LISTED IN ACCORDANCE WITH

PART IV.D.4. A OF THE GAR 10001-STANDALONE PERMIT

4. INSPECTIONS.

a. PERMITTEE REQUIREMENTS.

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 AT THE 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 PRIMARY PERMITTEE'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.

MEASURE AND RECORD RAINFALL WITHIN DISTURBED AREAS OF THE SITE THAT HAVE NOT MET FINAL STABILIZATION ONCE EVERY 24 HOURS EXCEPT ANY NON-WORKING SATURDAY, NON-WORKING SUNDAY AND NON-WORKING FEDERAL HOLIDAY. THE DATA COLLECTED FOR THE PURPOSE OF COMPLIANCE WITH THIS PERMIT SHALL BE REPRESENTATIVE OF THE MONITORED ACTIVITY. 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 TARGET PERENNIALS 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 IS

0.5 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 IN WHICH 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'S CONSTRUCTION SITE; (B) AREAS USED BY THE PRIMARY PERMITTEE FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION; AND (C) STRUCTURAL CONTROL MEASURES. EROSION AND SEDIMENT CONTROL 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 OR POINTS 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 A SITE 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 COMPLY WITH 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 HAS BEEN SUBMITTED) 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 MEASURES IDENTIFIED 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 ASCERTAIN WHETHER 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 CONTROL PLAN, 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 AS PRACTICAL 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, INTERMEDIATE

OR FINAL), MAJOR OBSERVATIONS RELATING TO THE IMPLEMENTATION OF THE EROSION,

SEDIMENTATION AND POLLUTION CONTROL PLAN, AND ACTIONS TAKEN IN ACCORDANCE WITH PART IV.D.4.A.(5). OF THE 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 SITE THAT HAS BEEN 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 DAY AND/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 THE REPORT DOES NOT IDENTIFY ANY INCIDENTS, THE INSPECTION REPORT SHALL CONTAIN A CERTIFICATION 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.

DESCRIPTION OF MEASURES #26

MEASURES TO BE INSTALLED TO CONTROL POST-CONSTRUCTION POLLUTANTS IN STORMWATER.

1. PERMANENT LANDSCAPING & SOD

RETENTION OF RECORDS #32

REQUIREMENTS FOR RETENTION OF RECORDS ARE LISTED BELOW IN ACCORDANCE WITH PART IV.E OF

THE GAR 10001-STAND ALONE PERMIT

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 FROM COMMENCEMENT 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 IV.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 III.D.2. OF THIS PERMIT; AND

g. 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 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.

SAMPLING FREQUENCY #31

PRODUCT SPECIFIC PRACTICES BELOW ARE LISTED IN ACCORDANCE WITH PART IV.C.6. D OF THE

GAR 10001-STAND ALONE PERMIT

a. 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 STORMWATER 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

STORMWATER 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 STORMWATER

DISCHARGE THAT OCCURS DURING NORMAL BUSINESS HOURS AS DEFINED IN THIS PERMIT AFTER ALL CLEARING AND GRUBBING OPERATIONS HAVE BEEN COMPLETED, BUT PRIOR TO COMPLETION

OF MASS GRADING OPERATIONS, 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 HAVE BEEN 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

PROPERLY DESIGNED, INSTALLED AND MAINTAINED, CORRECTIVE ACTION SHALL BE DEFINED AND IMPLEMENTED WITHIN TWO (2) BUSINESS DAYS, AND TURBIDITY SAMPLES SHALL BE TAKEN FROM DISCHARGES FROM THAT AREA OF THE SITE FOR EACH SUBSEQUENT RAIN EVENT THAT…

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File details come from the government source that posted it. Updated May 1, 2026.