© 2025 Microsoft Corporation © 2025 TomTom

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PROJECT NUMBER

Engineering & Surveying

I !NNOVATE

PHONE: 229-249-9113 - www.innovatees.com 2214 N. Patterson Street, Valdosta, GA 31602

PREPARED BY:

EMERGENCY WATERSHED PROTECTION

STREAM CLEARING AND SNAGGING

CITY OF VALDOSTA, LOWNDES COUNTY, GA

ALL CONSTRUCTION & MATERIALS SHALL BE

IN ACCORDANCE WITH CITY OF VALDOSTA &

NRCS STANDARDS AND SPECIFICATIONS.

NOTE: NO UNDERGROUND UTILITIES WERE VERIFIED OR FIELD

LOCATED ON THE PROPERTY SHOWN HERON

INNOVATE ENGINEERING & SURVEYING, LLC. DOES NOT

GUARANTEE THAT ALL EASMENTS WHICH MAY AFFECT THE

PROPERTY ARE SHOWN HERON AND ASSUMES NO LIABILITY FOR

FAILURE TO CONFIRM UTILITY LOCATIONS PRIOR TO ANY

DIGGING OR CONSTRUCTION.

CITY OF VALDOSTA

LOCATION MAP

N.T.S.

Sheet List Table Sheet Number Sheet Title

-- COVER

1 GENERAL NOTES

2 SITE 1 - SUGARCREEK

3 SITE 1 INDEX

4 SITE 2 - TWOMILE BRANCH

5 SITE 2 INDEX

6 SITE 3 - THREEMILE BRANCH

7 SITE 3 INDEX

8 MISC DETAILS

9 ES&PC DETAILS 1

10 ES&PC DETAILS 2

11 ES&PC DETAILS 3

DATED: 09/22/2025

NO OPEN PITS SHALL BE LEFT OPEN

OVERNIGHT OR LEFT UNATTENDED.

SNIKNEJ

NOSR

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DNOMHCIR

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NEVERCS

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AIBMULOC

LEUNAME

HSOTNICM

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LOCATION MAP

STATE OF GEORGIA

SITE 1 - SUGAR CREEK

SITE 2 - TWOMILE BRANCH

SITE 3 - THREEMILE BRANCH

CULTURAL RESOURCES PROTECTION NOTES

1. In the event that any type of cultural material is encountered during the normal course of NRCS (GA) approved implementation, work will immediately pause within a 100-meter buffer and NRCS GA State Archaeologist will be called to report the situation. The NRCS GA post-review discovery/ inadvertent discovery process will be followed.

2. Utilize adequate protective measures to ensure historic properties and features, including archaeological resources, within or adjacent to debris removal sites, and are not damaged by project activities. This includes but is not limited to minimalizing potential ground disturbance in accordance with the Georgia Forestry Commission's established practices as documented in Georgia's Best Management Practices for Forestry.

3. In the event that project activities result in unanticipated effects to known historic resources, including but not limited to previously identified archaeological sites, project activities should cease immediately, and NRCS GA State Archaeologist will be called to report the unanticipated effects. Work cannot resume until approval to proceed is given.

4. All work done along the waterway’s locations associated with cultural resources (if identified) is to be conducted in extreme caution and measures taken to minimize ground disturbance.

PRE-CONSTRUCTION CERTIFICATION:

THE VALDOSTA STORM DEBRIS REMOVAL PROJECT WILL

BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING

DRAWINGS AND PRACTICE CODES 326, 484 AND 342. ALL

ADDITIONS OR CHANGES HAVE BEEN CONCURRED BY

NRCS.

CITY OF VALDOSTA

SIGNATURE DATE

NRCS REPRESENTATIVE

SIGNATURE DATE

AS-BUILT CERTIFICATION:

THE VALDOSTA STORM DEBRIS REMOVAL PROJECT HAS

BEEN CONSTRUCTED IN ACCORDANCE WITH THESE PLANS

AND MEETS NRCS STANDARDS AND SPECIFICATIONS.

CITY OF VALDOSTA

SIGNATURE DATE

NRCS REPRESENTATIVE

SIGNATURE DATE

COVER NOTES:

1. ALL WORK MUST BE CONDUCTED IN ACCORDANCE WITH NRCS

CONSERVATION PRACTICE STANDARDS 326 CLEARING AND SNAGGING,

484 MULCHING AND 342 CRITICAL AREA PLANTING.

2. METHODS TO REMOVE FLOW OBSTRUCTION INCLUDE SAWING, CABLING,

WINCHING, LIFTING, OR DRAGGING. EQUIPMENT USED WILL GENERALLY

INCLUDE HYDRAULIC EXCAVATORS EQUIPPED WITH MECHANICAL THUMB

OR GRAPPLE ATTACHMENT, LOADERS, WINCHES MOUNTED ON TRACKED

OR RUBBER-TIRED EQUIPMENT, PORTABLE WINCHES, AND CHAIN SAWS.

NO EQUIPMENT WILL BE PERMITTED WITHIN THE STREAM. ALL

EQUIPMENT WILL OPERATE FROM BEYOND THE TOP OF THE STREAM

BANKS.HEAVY EQUIPMENT WORKING IN WETLANDS MUST BE PLACED ON

MATS OR OTHER MEASURES MUST BE TAKEN TO MINIMIZE SOIL

DISTURBANCE. MECHANIZED LAND CLEARING WILL NOT OCCUR WITHIN

WETLANDS AT ANY TIME.

3. DO NOT REMOVE TREES FROM THE STREAM CHANNEL THAT WERE

DEPOSITED PRIOR TO THE STORM EVENT AND ARE IN AN ADVANCE

STAGE OF DECAY. ONLY TREE STUMPS COMPLETELY UPROOTED BY THE

STORM EVENT ARE TO BE REMOVED. SNAGS ARE TO BE CUT OFF AT

STUMP LEVEL AND REMOVED. STUMPS FROM SNAGS WILL REMAIN IN

PLACE.

4. DEBRIS FROM PROJECT AREAS SHALL BE DISPOSED BY CONTRACTOR.

5. DAMAGE TO ADJACENT STREAM AREAS SHALL BE KEPT TO A MINIMUM

DURING CLEARING AND SNAGGING OPERATIONS. ALL DAMAGED AREAS

SHALL BE STABILIZED CONCURRENT WITH LAND DISTURBING ACTIVITIES.

6. BEST MANAGEMENT PRACTICES SHALL BE EMPLOYED DURING THE

OPERATION TO AVOID STREAM BANK EROSION AND SEDIMENTATION RUN

OFF INTO THE STREAM.

7. THE CLEARING AND SNAGGING OPERATIONS SHALL BE CONFINED TO 25

FEET FROM THE TOP OF BANK ON EACH SIDE OF THE STREAM (DISTANCE

VARIES).

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SHEET

PROJECT NUMBER

09/22/2025

M. WILSON

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No. 22564

PROFESSIONAL

GENERAL NOTES

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LEVEL II CERT. 8141

OWNER:

CITY OF VALDOSTA

216 E CENTRAL AVENUE

VALDOSTA, GA 31601

PH: (229) 242-2600

ENGINEER:

INNOVATE ENGINEERING & SURVEYING, LLC.

2214 N. PATTERSON STREET

VALDOSTA, GA 31604

PH: (229) 249-9113

24 HOUR CONTACT:

CHARLIE CLARK

ENGINEERING DEPARTMENT

CITY HALL ANNEX

300 N LEE STREET

VALDOSTA, GA 31601

PH: (229) 259-3530

UTILITY CONTRACTOR:

TBD

CONSTRUCTION NOTES:

1. REMOVE DOWNED AND SNAGGED MATERIAL FROM THE STREAM CHANNEL PLUS 25' ADJACENT TO THE TOP OF BOTH STREAM BANKS. ONLY STORM DEBRIS IN THE ADJACENT FLOOD PLAIN AREA (WITHIN 25 FEET) THAT

COULD EASILY MIGRATE TO THE STREAM CHANNEL SHALL BE REMOVED.

2. REMOVE FALLEN TREES AND LEANING TREES THAT ARE AT AN ANGLE OF 30° OR LESS WITH THE GROUND.

UNDERMINED OR STORM DAMAGED TREES WITHIN OR OUTSIDE THE BANKS WHICH ARE STILL STANDING BUT LIKELY TO FALL INTO THE STREAM SHOULD BE REMOVED. ROOT WADS ATTACHED TO THE BANK SHOULD BE

LEFT IN PLACE WITH THE TREE SAWN OFF.

3. TREES AND DEBRIS LESS THAN 8” IN DIAMETER ARE NOT REQUIRED TO BE REMOVED. HOWEVER, IF IT CAN BLOCK THE DOWNSTREAM CULVERT OR BRIDGE DURING A FLOODING EVENT AND EASILY MIGRATE INTO THE STREAM CHANNEL, IT SHOULD BE REMOVED. ALL STORM EVENT RELATED FOREIGN DEBRIS, DOWN TREES (EXCEPT FOR INTACT STUMPS/ROOT WADS), BRUSH, LIMBS, TOPS, VINES, AND OTHER WASHED-IN WOODY VEGETATIVE MATERIALS LYING COMPLETELY OR PARTIALLY WITHIN THE STREAM BANKS SHOULD BE REMOVED. UNDER NO CIRCUMSTANCE SHALL OLD (PRE-STORM EVENT) DEBRIS BE REMOVED. ONLY STORM DEBRIS IN THE ADJACENT FLOOD PLAIN AREA (WITHIN 25 FEET) THAT COULD EASILY MIGRATE TO THE STREAM

CHANNEL SHALL BE REMOVED.

4. MINIMIZE DISTURBANCE OF WETLANDS, RIPARIAN AREAS, AND FISH AND WILDLIFE HABITAT, AND AVOID

DISTURBANCE WHERE POSSIBLE.

5. RETAIN HABITAT-FORMING ELEMENTS THAT PROVIDE COVER, FOOD, POOLS, AND WATER TURBULENCE, TO

THE EXTENT POSSIBLE.

6. CONTRACTOR SHALL NOT REMOVE THE ROOTS, ROOT BALLS, OR STUMP OF ANY TREES OR VEGETATION.

7. CONTRACTOR SHALL REMOVE THE TREE FROM THE ROOT BALL OR STUMP USING SAWS OR OTHER HAND

EQUIPMENT.

8. CONTRACTOR SHALL ENTER THE STREAM BUFFER AT RIGHT ANGLES TO THE STREAM.

9. CONTRACTOR SHALL NOT TURN ANY VEHICLE INSIDE THE 25' WIDE STREAM BUFFER.

10. DEBRIS MAY BE BURNED IF APPROPRIATE PERMITS ARE OBTAINED. ALSO, DEBRIS MAY BE MULCHED AND SPREAD ON SITE. DO NOT PLACE DEBRIS IN TRIBUTARIES, SIDE DITCHES, NOR OTHER DEFINED WATER ENTRANCES TO THE WATERCOURSE BEING CLEANED. NO DEBRIS WILL BE DISPOSED IN A WETLAND OR

WITHIN THE 100-YEAR FLOODPLAIN.

11. ALL DISTURBED AREA ABOVE WATER LEVELS SHALL BE STABILIZED WITH EROSION CONTROL MATTING IF THE

STUMP CANNOT BE REPLACED. MATTING IS NOT NECESSARY IN FLAT AREAS.

12. PERMITS THAT MAY BE REQUIRED FROM GDOT, EPD, OR USACE WILL BE OBTAINED BY THE SPONSOR.

13. THE CONTRACTOR WILL OBTAIN TEMPORARY EASEMENTS FROM AFFECTED PROPERTY OWNERS.

14. ALL CONSTRUCTION MUST MEET NRCS STANDARDS.

15. THE CONTRACTOR TO INCLUDE O&M.

16. THE CONTRACTOR TO INCLUDE QUALITY ASSURANCE PLAN (QAP).

GENERAL NOTES:

1. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND COMPLIANT

DISPOSAL/RECYCLING OF ALL VEGETATIVE DEBRIS REMOVED AS PART OF THIS

PROJECT.

2. DAMAGE OF ADJACENT STREAM AREAS SHALL BE KEPT TO A MINIMUM DURING

CLEARING AND SNAGGING OPERATION. ALL DAMAGED AREAS SHALL BE

STABILIZED CONCURRENT WITH LAND DISTURBING ACTIVITIES.

3. BEST MANAGEMENT PRACTICES SHALL EMPLOYED DURING THE ENTIRE

OPERATION TO AVOID STREAM BANK EROSION AND SEDIMENTATION RUN OFF

INTO THE STREAM.

4. THE CLEARING AND SNAGGING OPERATION SHALL BE CONFINED TO 50 FEET

EACH SIDE OF CENTER OF THE STREAM (100 FEET TOTAL).

N SAINT AUGUSTINE RD ROUSE RD

LYNN TERRACE

PARKER MATHIS DR

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SCALE 1"=100'

HALF SCALE 1"=200'

200100 0 10050

VERTICAL SCALE 1"=10'

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LEVEL II CERT. 8141

±2157 L.F. OF STREAM

CLEARING & SNAGGING

(217,177 S.F.)

50' OFFSET FROM CREEK

CENTERLINE (TYP.)

30.836960° N 83.315603° W

Co

NOTES:

1. SEDIMENT REMOVAL FROM STREAM AREA SHALL BE SPREAD OUT ON

ADJACENT UPLAND AREA TO BE DESIGNATED DURING A

PRE-CONSTRUCTION CONFERENCE WITH THE CITY OF VALDOSTA.

SEDIMENT SHALL BE SPREAD, LEVELED AND GRASSED. DEBRIS SHALL BE

PLACED AT LEAST 10 FEET A WAY FROM TOP OF STREAM BANK ON SIDE OF

STREAM WHERE IT WAS REMOVED FROM.

2. ALL DISTURBED AREA ABOVE WATER LEVELS SHALL BE STABILIZED WITH

EROSION CONTROL MATTING AND BE SEEDED PER THE PROVIDED SEEDING

SCHEDULE.

3. PERMITS THAT MAYBE REQUIRED FROM GDOT AND USACE WILL BE

OBTAINED BY THE CITY OF VALDOSTA. NEITHER GDOT NOR USACE PERMITS

ARE ANTICIPATED AT THIS TIME.

4. THE CONTRACTOR SHALL OBTAIN RIGHT-OF-ENTRY DOCUMENTS FROM

AFFECTED PROPERTY OWNERS.

LEGEND

CENTERLINE OF CREEK:

100' LIMITS OF OPERATION:

STREAM BUFFER:

CONSTRUCTION EXIT:

SHEET

PROJECT NUMBER

09/22/2025

GEO R G IA

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REG I S T ERED

E N G I N E E R

No. 22564

PROFESSIONAL

SITE 1 - SUGAR CREEK

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STREAM BUFFER

330.841742° N 83.312397° W

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No. 22564

PROFESSIONAL

SITE 1 INDEX

LEVEL II CERT. 8141

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TWOMILE BRANCH

SCALE 1"=150'

HALF SCALE 1"=300'

300150 0 15075

VERTICAL SCALE 1"=15'

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LEVEL II CERT. 8141

50' OFFSET FROM CREEK

CENTERLINE (TYP.)

±3332 L.F. OF STREAM

CLEARING & SNAGGING

(333,155 S.F.)

50' OFFSET FROM CREEK

CENTERLINE (TYP.)

±1006 L.F. OF STREAM

CLEARING & SNAGGING

(100,545 S.F.)

30.863564° N 83.301903° W

Co

30.863488° N 83.292363° W

Co 30.864238° N 83.289110° W

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SHEET

PROJECT NUMBER

09/22/2025

GEO R G IA

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E N G I N E E R

No. 22564

PROFESSIONAL

SITE 2 - TWOMILE BRANCH

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STREAM BUFFER

STREAM BUFFER

LEGEND

CENTERLINE OF CREEK:

100' LIMITS OF OPERATION:

STREAM BUFFER:

CONSTRUCTION EXIT: Co

NOTES:

1. SEDIMENT REMOVAL FROM STREAM AREA SHALL BE SPREAD OUT ON

ADJACENT UPLAND AREA TO BE DESIGNATED DURING A

PRE-CONSTRUCTION CONFERENCE WITH THE CITY OF VALDOSTA.

SEDIMENT SHALL BE SPREAD, LEVELED AND GRASSED. DEBRIS SHALL BE

PLACED AT LEAST 10 FEET A WAY FROM TOP OF STREAM BANK ON SIDE OF

STREAM WHERE IT WAS REMOVED FROM.

2. ALL DISTURBED AREA ABOVE WATER LEVELS SHALL BE STABILIZED WITH

EROSION CONTROL MATTING AND BE SEEDED PER THE PROVIDED SEEDING

SCHEDULE.

3. PERMITS THAT MAYBE REQUIRED FROM GDOT AND USACE WILL BE

OBTAINED BY THE CITY OF VALDOSTA. NEITHER GDOT NOR USACE PERMITS

ARE ANTICIPATED AT THIS TIME.

4. THE CONTRACTOR SHALL OBTAIN RIGHT-OF-ENTRY DOCUMENTS FROM

AFFECTED PROPERTY OWNERS.

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GEO R G IA

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REG I S T ERED

E N G I N E E R

No. 22564

PROFESSIONAL

SITE 2 INDEX

LEVEL II CERT. 8141

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PEBBLEWOOD DR

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CIR

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WILLIAMSBURG DR

THORNBROOKE CT

NORTHWOOD PARK PL

PINE POINT CIR

PINE POINT CIR

BRIG

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N VALDOSTA RD

PINE POINT CIR

WILLIAMSBURG DR

THREEMILE BR

THREEMILE BR

CA

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EK

P L

SCALE 1"=200'

HALF SCALE 1"=400'

400200 0 200100

VERTICAL SCALE 1"=20'

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LEVEL II CERT. 8141

50' OFFSET FROM CREEK

CENTERLINE (TYP.)

±3328 L.F. OF STREAM

CLEARING & SNAGGING

(332,529 S.F.)

±3198 L.F. OF STREAM

CLEARING & SNAGGING

(319,804 S.F.)

50' OFFSET FROM CREEK

CENTERLINE (TYP.)

30.877056° N 83.305340° W

Co

30.875852° N 83.294475° W

Co

Co

30.877112° N 83.296128° W

±658 L.F. OF STREAM

CLEARING & SNAGGING

(65,764 S.F.)

SHEET

PROJECT NUMBER

09/22/2025

GEO R G IA

W

IL L I A M D. KENT

REG I S T ERED

E N G I N E E R

No. 22564

PROFESSIONAL

SITE 3 - THREEMILE BRANCH

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STREAM BUFFER

STREAM BUFFER

30.876005° N 83.314599° W

LEGEND

CENTERLINE OF CREEK:

100' LIMITS OF OPERATION:

STREAM BUFFER:

CONSTRUCTION EXIT: Co

NOTES:

1. SEDIMENT REMOVAL FROM STREAM AREA SHALL BE SPREAD OUT ON

ADJACENT UPLAND AREA TO BE DESIGNATED DURING A

PRE-CONSTRUCTION CONFERENCE WITH THE CITY OF VALDOSTA.

SEDIMENT SHALL BE SPREAD, LEVELED AND GRASSED. DEBRIS SHALL BE

PLACED AT LEAST 10 FEET A WAY FROM TOP OF STREAM BANK ON SIDE OF

STREAM WHERE IT WAS REMOVED FROM.

2. ALL DISTURBED AREA ABOVE WATER LEVELS SHALL BE STABILIZED WITH

EROSION CONTROL MATTING AND BE SEEDED PER THE PROVIDED SEEDING

SCHEDULE.

3. PERMITS THAT MAYBE REQUIRED FROM GDOT AND USACE WILL BE

OBTAINED BY THE CITY OF VALDOSTA. NEITHER GDOT NOR USACE PERMITS

ARE ANTICIPATED AT THIS TIME.

4. THE CONTRACTOR SHALL OBTAIN RIGHT-OF-ENTRY DOCUMENTS FROM

AFFECTED PROPERTY OWNERS.

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SHEET

PROJECT NUMBER

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GEO R G IA

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REG I S T ERED

E N G I N E E R

No. 22564

PROFESSIONAL

SITE 3 INDEX

LEVEL II CERT. 8141

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PROJECT NUMBER

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M. WILSON

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GEO R G IA

W

IL L I A M D. KENT

REG I S T ERED

E N G I N E E R

No. 22564

PROFESSIONAL

MISC DETAILS

LEVEL II CERT. 8141

EXIT DIAGRAM

NOTES:

1. AVOID LOCATING ON STEEP SLOPES OR AT CURVES ON PUBLIC ROADS.

2. REMOVE ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FROM THE FOUNDATION AREA, GRADE, AND

CROWN FOR POSITIVE DRAINAGE.

3. AGGREGATE SIZE SHALL BE IN ACCORDANCE WITH NATIONAL STONE ASSOCIATION R-2 (1.5"-3.5" STONE).

4. GRAVEL PAD SHALL HAVE A MINIMUM THICKNESS OF 6".

5. PAD WIDTH SHALL BE EQUAL FULL WIDTH AT ALL POINTS OF VEHICULAR EGRESS, BUT NO LESS THAN 20'.

6. A DIVERSION RIDGE SHOULD BE CONSTRUCTED WHEN GRADE TOWARD PAVED AREA IS GREATER THAN

2%..

7. INSTALL PIPE UNDER THE ENTRANCE IF NEEDED TO MAINTAIN DRAINAGE DITCHES.

8. WHEN WASHING IS REQUIRED, IT SHOULD BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT

DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN (DIVERT ALL SURFACE RUNOFF AND

DRAINAGE FROM THE ENTRANCE TO A SEDIMENT CONTROL DEVICE).

9. WASHRACKS AND/OR TIRE WASHERS MAY BE REQUIRED DEPENDING ON SCALE AND CIRCUMSTANCE. IF NECESSARY, WASHRACK DESIGN MAY CONSIST OF ANY MATERIAL SUITABLE FOR TRUCK TRAFFIC THAT

REMOVE MUD AND DIRT.

10.MAINTAIN AREA IN A WAY THAT PREVENTS TRACKING AND/OR FLOW OF MUD ONTO PUBLIC

RIGHTS-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES

USED TO TRAP SEDIMENT.

6" MIN.

6" MIN.

50' MIN.

20' MIN.

FLOW

FLOW

ENTRANCE ELEVATION

N.T.S.

CRUSHED STONE CONSTRUCTION EXITCo

CULVERT UNDER

ENTRANCE (IF NEEDED)

DIVERSION RIDGE

(SEE NOTE 6)

N.S.A. R-2 (1.5"-3.5")

COARSE AGGREGATE

GEOTEXTILE UNDERLINER

TIRE WASHRACK AREA/

TIRE WASHERS

SUPPLY WATER TO WASH

WHEELS IF NECESSARY

SEDIMENT TRAP

(SEE NOTE 6)

HARD SURFACE PUBLIC ROAD

GEOTEXTILE

UNDERLINER

N.S.A. R-2 (1.5"-3.5")

COARSE AGGREGATE

ORIGINAL

GRADE

THE DEBRIS REMOVAL OPERATIONS FROM THE STREAM CHANNEL AND ADJACENT

AREAS MUST START AT THE UPSTREAM LIMIT OF THE PROJECT AREA. THE

CONTRACTOR SHALL CONSTRUCT ACCESS ROAD ONLY WHERE REQUIRED TO ACCESS THE

ELIGIBLE STORM DEBRIS. A STONE CONSTRUCTION ENTRANCE AND EXIT DRIVEWAY AS

PER THE DETAIL IS REQUIRED WHERE THE ACCESS LOCATION INTERSECTS THE PUBLIC

RIGHT-OF-WAY TO PREVENT TRACKING ONTO THE ROADWAY. THE CONSTRUCTION

DRIVEWAY SHALL BE INSTALLED PRIOR TO STARTING DEBRIS REMOVAL OPERATIONS. THE

DEBRIS OPERATIONS SHALL BE PHASED AS TO ONLY WORK FROM THE UPSTREAM

DIRECTION TOWARD THE DOWNSTREAM DIRECTION AND THE COMPLETED PORTIONS

SHALL BE SEEDED AND MULCHED PER THE CONSTRUCTION PLANS AND

SPECIFICATIONS WITHIN 10 DAYS OR AT THE DIRECTION OF THE ENGINEER. UNDER

NO CIRCUMSTANCES CAN EQUIPMENT ENTER THE STREAM CHANNEL OR COME

WITHIN TWENTY FEET OF THE STREAM BANK EXCEPT AT SPECIFIC LOCATIONS

DETERMINED BY THE ENGINEER FOR THE PURPOSE OF GATHERING CHANNEL DEBRIS.

THE PREFERRED METHOD IS TO ONLY HAVE EQUIPMENT ON ONE SIDE OF THE

STREAM CHANNEL. IF PLACING EQUIPMENT ON BOTH SIDES OF THE STREAM

CHANNEL IS NECESSARY TO COMPLETE THE SCOPE OF WORK THE STREAM CHANNEL

AND TWENTY FOOT ADJACENT AREAS SHALL NOT BE ACCESSED BY THE EQUIPMENT

AS SHOWN ON THE CROSS-SECTION DRAWINGS. WETLANDS MUST BE AVOIDED AT

ALL TIMES AND NO DEBRIS REMOVED SHALL BE DISPOSED OF WITHIN A WETLAND

OR THE 100-YEAR FLOODPLAIN.

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GROUND

LEANING TREE

ST

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TR

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NOTE:

ANY TREES LEANING 30° OR LESS WITH THE GROUND

SHALL BE CLEAN CUT WITH STUMP REMAINING ANY TREE

LEANING GREATER THAN 30° SHALL BE KEPT INTACT.

30°

DELINEATING LEANING TREES

TO BE REMOVED

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SHEET

PROJECT NUMBER

09/22/2025

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GEO R G IA

W

IL L I A M D. KENT

REG I S T ERED

E N G I N E E R

No. 22564

PROFESSIONAL

ES&PC DETAILS 1

LEVEL II CERT. 8141

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PROJECT NUMBER

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REG I S T ERED

E N G I N E E R

No. 22564

PROFESSIONAL

ES&PC DETAILS 2

LEVEL II CERT. 8141

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SHEET

PROJECT NUMBER

09/22/2025

M. WILSON

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IL L I A M D. KENT

REG I S T ERED

E N G I N E E R

No. 22564

PROFESSIONAL

ES&PC DETAILS 3

LEVEL II CERT. 8141

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