S02_Construction Drawings bk 3.pdf

0 45

5 46 0 46

5 47 0 475

480 475470

465 460 45

5 44 0 43 5 43

0 44

5 45

460 465 470

5 490

485 48

495500

0475470470460

45545

43544044545045 5460465470475480480

450455 460465

0 485

485480

460455455

460460

460 460

455455

465 465

485 485

495 490500

485 485

475475 475475475

46046

450480490

0 450

480 49 0 500 51

0 520 530

0 52

0 51

5 455

475470

450 44

450 450

460450

E

T

SW INLET

RIM 475.38

FL 468.96

SW INLET

RIM 475.36

FL IN 468.96

FL OUT 468.87

SW INLET

RIM 477.21

FL IN 472.99

FL OUT 472.89

SW INLET

RIM 479.18

FL IN 474.38

FL OUT 473.78

" R

CP

18" RCP

18" RCP

18" RCP

8"

PV

C

HW

FL 455.68

FL 453.18

18" RCP

18" RCP

SW INLET

RIM 462.20

FL 458.92

SW INLET

RIM 462.37

FL IN 455.75 N

FL IN 455.89 W

FL OUT 455.60

18" RCP

18" RCP

18" RCP

STORM MH

RIM 456.24

FL IN 451.14

FL OUT 448.10

SW INLET

RIM 451.34

FL IN 445.15

FL OUT 445.01

SW INLET

RIM 448.32

FL IN 443.07

FL OUT 442.88

T

E 24" RCP

36" DIP

SW INLET

RIM 446.49

FL IN 439.86

FL OUT 438.72

SW INLET

RIM 446.61

FL IN 438.74

FL OUT 438.47

FULL OF WATER

SW INLET

RIM 448.61

FL IN 443.42 N

FL IN 443.46 S FL OUT

443.15

18" RCP

" R

CP

24" RCP

SW INLET

RIM 448.72

FL 443.73

E

FL 440.66

36" RCP

SW INLET

RIM 447.37

FL 440.97

SHOAL CREEK

SHOAL CREEK

REDWOOD DRIVE

MONTEVALLO

ROAD (H

WY 11

9)

EX. PUBLIC

INFO CENTER

/ ADMIN BLD.

EX. CORTEGE

ASSEM. AREA

EX.

IRRIGATION

POND

EX. VA

MAINTENANCE

COMPLEX EX. VA

MAINTENANCE

YARD

EX.

COMMITTAL

SHELTER #1EX.

COMMITTAL

SHELTER #2

EX.

COLUMBARIUM

A COMPLEX

EX. PUBLIC

ASSEMBLY

AREA

EX. BURIAL

SECTION #8

EX. BURIAL

SECTION #9

EX. BURIAL

SECTION #5

EX. BURIAL

SECTION #1

EX. BURIAL

SECTION #2

EX. SERVICE

DRIVE

EX. SERVICE

DRIVE

EX. SERVICE

DRIVE

EX. MAIN

CEMETERY

ENTRANCE

EX. SERVICE

ENTRANCE

EX. BURIAL

SECTION #6

EX. BURIAL

SECTION #7

EX.

COMMITTAL

SHELTER #3

EX.

HOUSEEX.

DRIVEWAY

EX.

POND

EX.

BUILDING

COMPLEX

EX. LOT

EX.

POND

EX.

HOUSE

EX.

HOUSE

EX.

TRAILER

EX.

HOUSE

EX.

HOUSE

EX.

BUILDING

EX.

DRIVEWAY

EX.

POND

EX.

HOUSE

APPROXIMATE LOCATION

OF 100-YEAR FLOOD

PLAIN

APPROXIMATE LOCATION

OF 500-YEAR FLOOD

PLAIN

STREAM 1

STREAM 3

STREAM 4

STREAM 5

STREAM 6

STREAM 8

STREAM 9

STREAM 7

STREAM 2

UNNAMED

TRIBUTARY TO

SHOAL CREEK

EX. ACCESS TO

SALEM ROAD

30'R

30'R

30' R

30'R

'R

30'R

97.60'R 500'R

5'R

300'R

500'R

130'R

550'R

400'R

400'R

435'RX

X X

X X

15+00 16+00

16+84.52

10+00 11+00

12+00 13+00

14+00

15+00

16+00

17+00

18+00 18+11.33

PC

: 1

1+

.60

PT: 14+11.44

PC: 14+36.82

PR

C:

+0

5.1

PT

: 1

8+

.60

PC

: 2

1+

.39

PT

: 2

3+

.44

PC

: 2 3+

.68

PT: 25+16.61

PC: 25+53.67

PT: 27+55.94

PC: 29+12.84

PT

: 1

4+

.02

PC

: 1

4+

.22

PT

: 1

6+

.02

PC

: 1

2+

.67

PT: 16+02.23

10+24.35 11+00

12+00

13+00

14+00

15+00

16+00 17+00

18+00

19+00

20+00

21+00

22+00

23+00

24+00

+0

+0

27+00

28+00

29+00

+0

+0

+0

+0

34+

35+00

35+67.52

14+00

13+65

'R

30'R

9+92 50'

R

30'R

30'R

'R

30'R

30' R

30'R

400'R

0'R

10+

11+

12+

+0

+0

+0

+0

+6 2.5

10+20

11+00

12+00

13+00 14+00

10+20 10+60.37

PC: 12+03.01

PC: 10

+57.

PT

: 1

4+

.57

14+59.02

BURIAL SECTION 16

1,926 PPC

TO BE COMPLETED IN BID

OPTION 3

BURIAL SECTION 12

2,422 PPC

BURIAL SECTION 14

1,034 PPC

BURIAL SECTION 15

1,258 PPC BURIAL SECTION 13

1,104 PPC

SHOAL CREEK

(STREAM 10)

BURIAL SECTION 11

1,000 IGC

COLUMBARIUM B

1,250 NICHES IN BASE BID

1,000 NICHES IN BID

OPTION 1

BURIAL SECTION 10

1,000 IGC

BURIAL SECTION 4

1,056 PPC

STREAM 7

STREAM 1

STREAM 3

EXISTING UNPAVED ROAD (TYP.)

STREAM 4

STREAM 2

STREAM 5

STREAM 6

STREAM 9

STREAM 8

SHOAL CREEK

(STREAM 10)

PROPOSED LAYDOWN

YARD (FINAL LOCATION

TO BE DETERMINED BY

THE GC AND VA.)

POTENTIAL GNSS BASE

STATION LOCATION 1.

POTENTIAL GNSS BASE

STATION LOCATION 2.

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

MONTEVALLO, ALABAMA

927CM3003

OCTOBER 25, 2024 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building NumberBID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

ALABAMA NATIONAL CEMETERY

GRAVESITE EXPANSION PHASE 3

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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

CDW 163RJP

Above Group

(321) 345-9026

Modjeski and Masters

(717) 790-9565

Aqua Engineering

(970) 372-6104

The LA Group

(518) 587-8100

Integrity Federal Services

(304) 725-8456

NOTES:

1. THIS PLAN DOES NOT SHOW ALL OF THE WORK FOR THIS PROJECT. IT SHOWS MOST

OF THE MAJOR FEATURES. REFER TO THE FULL COMPLIMENT OF DRAWINGS FOR

FULL DETAIL OF THE WORK SCOPE RELATED TO ANY GIVEN DRAWING SHEET, TYP.

2. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN

APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED. THE

CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES

BEFORE COMMENCING WORK. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE

FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS'

FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND

UTILITIES.

3. THE CONTRACTOR IS REQUIRED TO PROVIDE EROSION AND SEDIMENT CONTROLS

AND STABILIZE STOCKPILE IN ACCORDANCE WITH ALL LOCAL AND FEDERAL

REGULATIONS.

4. CONTRACTOR TO PROVIDE GNSS REFERENCE STATION (TO BE REFERRED TO AS

"BASE STATION") PER SPECIFICATION 11 83 00. CONTRACTOR TO CONDUCT A RADIO

SURVEY TO DETERMINE LOCATION OF BASE STATION WITHIN THE SURVEY. TWO (2)

POTENTIAL LOCATIONS ARE IDENTIFIED ON THIS SHEET BASED ON PROXIMITY TO

ELECTRIC LINES.

5. CONTRACTOR TO IMPROVE +/-500' OF DIRT ROAD TO ALLOW ACCESS FROM SALEM

ROAD (RTE. 15). IMPROVEMENT TO BE 12' WIDE AND A MINIMUM OF 12" OF GRADED

AGGREGATE, GEOTEXTILE FABRIC, AND COMPACTED SUBGRADE.

ABBREVIATIONS:

TRAD

OS

PPC

CN

TRADITIONAL CASKET (PRIVATE VAULT) PLOT

OVERSIZED PRE-PLACED CRYPTS

PRE-PLACED CRYPTS

COLUMBARIUM NICHES

BURIAL SECTION NUMBER

NORTH

C-151

GRAPHICAL SCALE: 1"=150'

150 75 0 150 300 450

OVERALL SITE DEVELOPMENT PLAN

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text

WM

AutoCAD SHX Text D

UNNAMED

TRIBUTARY TO

SHOAL CREEK

PRIMARY CONTRACTOR

STAGING AREA/STORAGE AREA

PRIMARY CONSTRUCTION

ACCESS

NEW COLUMBARIM

PROPERTY BOUNDARY

PROPERTY BOUNDARY

PROPERTY BOUNDARY

MONTE

VA

LL

O ROAD

(H

WY 1

MONTEVALLO

ROAD (H

WY 11

9)

PRIMARY LOOP ROAD

PRIMARY LOOP ROAD

CORTEGE STAGING ROAD

EN

TR

Y/

EX

IT

B

OU

LE

VA

RD

MAINTENANCE SERVICE

ROAD

SHOAL CREEK

SHOAL CREEK

SHOAL CREEK

SHOAL CREEK

REDWOOD DRIVE

BURIAL

SECTION 15

BURIAL

SECTION 13

BURIAL

SECTION 14

BURIAL

SECTION 16

BURIAL

SECTION 12

BURIAL

SECTION 11

BURIAL

SECTION 10

BURIAL

SECTION 4

ONLY FOR BRIDGE

CONSTRUCTION ACCESS

(TO SALEM ROAD)

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

MONTEVALLO, ALABAMA

927CM3003

OCTOBER 25, 2024 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building NumberBID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

ALABAMA NATIONAL CEMETERY

GRAVESITE EXPANSION PHASE 3

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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

CDW 163RJP

Above Group

(321) 345-9026

Modjeski and Masters

(717) 790-9565

Aqua Engineering

(970) 372-6104

The LA Group

(518) 587-8100

Integrity Federal Services

(304) 725-8456

CONSTRUCTION SEQUENCING PLAN

C-201

NORTH

GRAPHICAL SCALE: 1"=150'

150 75 0 150 300 450

GENERAL CONSTRUCTION REQUIREMENTS:

BEFORE ANY GENERAL CONSTRUCTION ACTIVITIES MAY COMMENCE, THE CONTRACTOR

SHALL:

1. RETAIN A PRIVATE UNDERGROUND LOCATOR SERVICE AT THEIR COST AND HAVE THEM

PERFORM THE TRACING AND MARKING OF ALL THE ONSITE BELOW GRADE

IMPROVEMENTS WITHIN OR ADJOINING THE CONTRACTOR WORK AREAS FOR THE

PROJECT, WALK THE CONSTRUCTION AREAS WITH THE COR AND, IF REQUESTED BY

THE COR, ADJUST THE LOCATIONS OF THE NEW WORK AS REQUIRED TO AVOID

CONFLICTS, DAMAGE, OR UNINTENDED INTERRUPTIONS OF THE SERVICES BEING

PROVIDED BY THE UNDERGROUND FACILITIES. CONTRACTOR IS RESPONSIBLE FOR

REMOVING ALL PAINT MARKINGS UPON COMPLETION OF WORK.

2. OBSERVE AND DOCUMENT THE FUNCTIONALITY OF THE IRRIGATION SYSTEM IN THE

VICINITY OF THE CONSTRUCTION AREA. DAMAGED OR NONFUNCTIONAL IRRIGATION

SYSTEM EQUIPMENT NOT IDENTIFIED AS BEING DAMAGED OR NON-FUNCTIONAL

DURING THE PRE-CONSTRUCTION SURVEY SHALL BE FULLY REPAIRED AND MADE

FUNCTIONAL IMMEDIATELY UPON DETECTION OF ANY DAMAGE, AT NO ADDED COST TO

THE OWNER.

3. COMPLETE INSTALLATION OF EROSION AND SEDIMENT CONTROL FOR THE WORK

AREAS WHERE WORK WILL BE PERFORMED. INSTALL IMMEDIATELY PRIOR TO THE

START OF THE WORK IN ACCORDANCE WITH THE APPROVED EROSION AND SEDIMENT

CONTROL PLAN.

4. THE CONTRACTOR MAY REQUEST USE OF EXISTING MAINTENANCE AREA AND OPEN

SPACES THROUGHOUT THE CEMETERY FOR SECONDARY STAGING. USE OF SUCH

OPEN AREAS MUST APPROVED BY THE RE/COR AND MUST BE DETERMINED TO BE OUT

OF THE WAY OF DAILY OPERATIONS.

5. TOPSOIL DISTURBED DURING CONSTRUCTION TO BE REPLACED WITH CLEAN TOPSOIL

THAT MEETS PLANTING SPEC 32 90 00. BACKFILL CONTAINING CLAY SUBSOIL, ROCKS,

PAVEMENT, OR OTHER DEBRIS SHALL NOT BE PERMITTED.

6. COMPLETE ANY AND ALL OTHER CONTRACTUAL REQUIREMENTS AS IDENTIFIED

ELSEWHERE IN THE CONSTRUCTION DOCUMENTS.

7. ALL CONSTRUCTION ACTIVITIES WILL BE COORDINATED WITH THE ALABAMA NATIONAL

CEMETERY DIRECTOR AND THE RE/COR.

8. CONTRACTOR REQUIRED TO OBTAIN NPDES/NOI PERMIT PRIOR TO EARTH

DISTURBANCE.

9. CONTRACTOR TO OBTAIN ANY ADDITIONAL PERMITS, INCLUDING BUT NOT LIMITED TO,

TEMPORARY STREAM IMPACTS.

MAINTENANCE OF TRAFFIC

1. TEMPORARY SIGNAGE IS REQUIRED THROUGHOUT THE PROJECT TO FACILITATE

PUBLIC ACCESS TO THE CEMETERY AND ADVANCE NOTIFICATION OF CONSTRUCTION

ACTIVITIES.

2. CONTRACTOR SHALL USE THE PRIMARY CONSTRUCTION ACCESS IDENTIFIED IN THE

CONSTRUCTION DOCUMENTS UNLESS OTHERWISE AUTHORIZED IN ADVANCE BY THE

RE/COR.

3. EXISTING ROADWAYS SHALL REMAIN CLEAN AND FREE OF DEBRIS. ALL DEBRIS SHALL

BE REMOVED AS IT OCCURS.

4. CONTRACTOR SHALL MAINTAIN CEMETERY ROADS USED DURING CONSTRUCTION

ACTIVITIES THROUGH REGULAR STREET SWEEPING.

5. CONTROL TRUCK AND EQUIPMENT MOVEMENT SO THEY DO NOT TRANSIT BETWEEN

ONGOING SERVICES AT THE COMMITTAL SERVICE SHELTERS. CONTRACTOR SHALL

ENSURE THE NOISE FROM TRUCK AND EQUIPMENT TRAFFIC DOES NOT INTERFERE

WITH FUNERAL SERVICES AT THE COMMITTAL SERVICE SHELTERS.

CONSTRUCTION STAGING/STORAGE

1. SEE PLAN (THIS SHEET) FOR AREAS FOR USE BY CONTRACTOR AS

STAGING/STORAGE/JOB TRAILER SPACE (SYMBOL ). CONTRACTOR TO

CONFIRM WITH RE/COR & CEMETERY STAFF AT THE BEGINNING OF THE PROJECT.

2. TEMPORARY FACILITIES

2.1. INCLUDES PROVIDING ELECTRIC , TELECOMMUNICATIONS, & SECURITY SERVICES

FOR THE OPERATION OF ALL TEMPORARY TRAILERS. CONTRACTOR SHALL

COORDINATE WITH POWER COMPANY AND OTHER ENTITIES AFFECTED BY THE

WORK. OVERHEAD ELECTRICAL/TELECOMMUNICATIONS SERVICE IS ACCEPTABLE

WITH THE FOLLOWING EXCEPTIONS/CONDITIONS: OVERHEAD WIRES ALLOWED TO

CROSS OVER CEMETERY ROADS, PARKING AREAS, OR BURIAL SECTIONS;

TEMPORARY METERS AND POLES SHALL BE LOCATED IN DISCRETE AREAS AS

APPROVED BY THE COR.

SALEM ROAD ACCESS

1. TEMPORARY ACCESS FROM SALEM ROAD BY THE CONTRACTOR SHALL ONLY BE USED FOR

LIMITED OPERATIONS AS APPROVED BY THE CEMETERY AND NCA.

2. ANY USE OF THE EXISTING ENTRANCE ONTO SALEM ROAD WILL REQUIRE AN ACCESS PERMIT, OR MODIFICATION PERMIT IF EXISTING, FROM THE ALABAMA DEPARTMENT OF

TRANSPORTATION (ALDOT). IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THIS

ACCESS PERMIT. THE CEMETERY AND NCA DOES NOT GUARANTEE THE APPROVAL OF THE

ACCESS PERMIT BY ALDOT.

3. PROVIDED ALIGNMENT FOR TRAILS WITHIN THE CEMETERY IS FOR ILLUSTRATIVE PURPOSES

ONLY. EXACT LOCATION TO BE DETERMINED BY CONTRACTOR IF AUTHORIZED BY THE

CEMETERY AND NCA.

4. EXISTING TRAILS MAY NOT BE SUITABLE FOR ACCESS AND MAY NEED IMPROVED, INCLUDING

CONSTRUCTION OF NEW TEMPORARY ROADS, BY CONTRACTOR IF AUTHORIZED BY THE

CEMETERY AND NCA.

CONTRACTOR PRIMARY

CONSTRUCTION ACCESS

GRAPHIC LEGEND:

AREA OF WORK

Project Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9

MONTEVALLO, ALABAMA

927CM3003

OCTOBER 25, 2024 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building NumberBID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

ALABAMA NATIONAL CEMETERY

GRAVESITE EXPANSION PHASE 3

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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

CDW 163RJP

Above Group

(321) 345-9026

Modjeski and Masters

(717) 790-9565

Aqua Engineering

(970) 372-6104

The LA Group

(518) 587-8100

Integrity Federal Services

(304) 725-8456 NOT FOR

CONSTRUCTION

GC001

EROSION AND SEDIMENT CONTROL NARRATIVE:

I. PROJECT DESCRIPTION:

THIS PROJECT IS FOR THE DEMOLITION OF EXISTING GRAVEL ROADS AND SUBBASE MATERIALS, EXISTING CURB & GUTTER, AND EXISTING VEGETATION. OTHER IMPROVEMENTS INCLUDE GRAVESITE EXPANSION (PRE-PLACED CRYPTS, IN-GROUND CREMAIN SITES, AND COLUMBARIUM NICHES), CONSTRUCTION OF COLUMBARIUM WALLS, ROADS, SIGNAGE, SITE FURNISHINGS, LANDSCAPING, AND IRRIGATION SYSTEM. THE TOTAL AREA OF DISTURBANCE IS APPROXIMATELY ±23 ACRES. THE TOTAL IMPERVIOUS AREA CREATED BY THE DEVELOPMENT OF THE SITE IS APPROXIMATELY ±3.6 ACRES. ASSOCIATED GRADING VOLUMES FOR THE PROPOSED SITE IMPROVEMENTS ARE APPROXIMATELY 60,025 C.Y. OF CUT AND

129,568 C.Y. OF FILL (NOT TO BE USED FOR BIDDING PURPOSES).

II. EXISTING SITE CONDITIONS:

THE SITE IS LOCATED ALONG THE NORTHERN SIDE OF MONTEVALLO ROAD. THE SUBJECT PROPERTY CONSISTS OF UNDEVELOPED WOODED AND VEGETATED AREAS. THE SITE CONSISTS OF MODERATELY STEEP SLOPES RANGING FROM APPROXIMATELY 3%-33%. THE SURFACE RUNOFF DRAINS VIA SWALES TO SHOALS CREAK THAT RUNS SOUTH THROUGH

THE SITE.

III. ADJACENT AREAS:

THE SITE IS BOUNDED BY RESIDENTIAL PROPERTIES TO THE NORTH, SOUTH, EAST, AND WEST. THERE IS ALSO A PLANT NURSERY TO THE SOUTH. THERE IS LITTLE POTENTIAL FOR OFFSITE EROSION AND SEDIMENT DAMAGE BY THIS PROJECT AS TEMPORARY EROSION AND SEDIMENT CONTROLS WILL BE USED DURING CONSTRUCTION AND PERMANENT STORMWATER MANAGEMENT CONTROLS WILL BE INSTALLED PRIOR TO THE SITE BEING FULLY DEVELOPED.

IV. CRITICAL AREAS:

THERE ARE NO CRITICAL AREAS ON THIS SITE. DISTURBED AREAS WILL BE PROTECTED WITH SILT FENCE, DIVERSION DIKES AND/OR OTHER CONTROL MEASURES.

V. SOILS:

VI. POTENTIAL EROSION PROBLEM AREAS:

PER THE SOILS DATA SHOWN ABOVE, THE EXISTING SOILS LOCATED ONSITE HAVE A MODERATE-SLIGHT ERODABILITY POTENTIAL.

VII. EROSION AND SEDIMENT CONTROL ELEMENTS:

UNLESS OTHERWISE NOTED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE CONSTRUCTED AND MAINTAINED IN STRICT COMPLIANCE WITH THE LATEST EDITION OF THE ALAMABA EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICE MANUAL AND APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS.

1. MARK CLEARING LIMITS:

PRIOR TO BEGINNING LAND DISTURBING ACTIVITIES, CLEARLY MARK ALL CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND TREES THAT ARE TO BE PRESERVED WITHIN THE CONSTRUCTION AREA. PLASTIC, METAL, OR STAKE WIRE FENCE MAY BE USED TO MARK CLEARING LIMITS. SAFETY FENCE SHOULD BE INSTALLED TO PREVENT PUBLIC ACCESS TO POTENTIALLY HAZARDOUS AREAS OF THE SITE AND TO PREVENT ACCESS TO EROSION AND SEDIMENT CONTROL MEASURES.

2. ESTABLISH CONSTRUCTION ACCESS:

ALL CONSTRUCTION ACCESS SHALL ENTER AND EXIT THE SITE THROUGH THE STABILIZED CONSTRUCTION ENTRANCE AS SHOWN ON THE PLANS LOOP ROAD. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. IF WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. CONTRACTOR SHALL SUPPLY A WATER SOURCE BY PROVIDING A WATER TRUCK/WATER TANK ON SITE OR BY USE OF EXISTING ON SITE WATER SERVICE. THE CONSTRUCTION ENTRANCE LOCATION MAY BE SHIFTED TO ACCOMMODATE CONSTRUCTION PHASING. ANY SHIFT

IN THE LOCATION SHALL BE APPROVED BY SHELBY COUNTY ENGINEERING.

3. INSTALL SEDIMENT CONTROLS:

THE DUFF LAYER, NATIVE TOPSOIL, AND NATURAL VEGETATION SHALL REMAIN IN AN UNDISTURBED STATE TO THE MAXIMUM EXTENT PRACTICABLE. PRIOR TO LEAVING THE CONSTRUCTION SITE, SURFACE RUNOFF FROM DISTURBED AREAS SHALL PASS THROUGH AN APPROPRIATE SEDIMENT CONTROL MEASURE. BMP'S INTENDED TO TRAP SEDIMENT ON SITE SHALL BE CONSTRUCTED AS ONE OF THE FIRST STEPS IN GRADING. THESE BMP'S SHALL BE FUNCTIONAL PRIOR TO LAND DISTURBING ACTIVITIES TAKING PLACE. EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS SHALL BE SEEDED AND MULCHED AS PER TEMPORARY AND PERMANENT SOIL STABILIZATION MEASURES.

SEDIMENT BASIN:

SEDIMENT BASINS SHALL BE INSTALLED PRIOR TO INITIATING ROUGH GRADING TO CAPTURE SEDIMENT-LADEN RUNOFF FROM THE CONSTRUCTION SITE. SEDIMENT BASINS REDUCE THE ENERGY OF THE WATER THROUGH EXTENDED DETENTION (48 TO 72 HOURS) TO SETTLE OUT THE MAJORITY OF THE SUSPENDED SOLIDS AND SEDIMENT. SEDIMENT BASINS ARE OFTEN MODIFIED TO FUNCTION AS A PERMANENT SWM POND/BMP AFTER CONSTRUCTION IS COMPLETED.

SEDIMENT TRAP:

SEDIMENT TRAPS SHALL BE INSTALLED PRIOR TO INITIATING ROUGH GRADING (DURING THE FIRST PHASE OF CONSTRUCTION) TO DETAIN SEDIMENT-LADEN RUNOFF FROM SMALL DISTURBED AREAS OF FIVE ACRES OR LESS. SEDIMENT TRAPS SHALL BE INSTALLED AT THE OUTLET OF DITCHES AND OTHER PERIMETER CONTROLS INSTALLED DURING THE FIRST STAGE OF CONSTRUCTION. SEDIMENT TRAPS MAY ALSO BE INSTALLED AT THE OUTLET OF ANY STRUCTURE WHICH CONCENTRATES SEDIMENT-LADEN RUNOFF (I.E. DISCHARGE POINT

OF DIVERSIONS, CHANNELS, SLOPE DRAINS OR OTHER RUNOFF CONVEYANCES).

SILT FENCE:

SILT FENCE SHALL BE INSTALLED ALONG THE DOWN-SLOPE SIDES OF DISTURBED AREAS TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT DURING CONSTRUCTION

OPERATIONS IN ORDER TO PREVENT SEDIMENT FROM LEAVING THE SITE.

SUPER SILT FENCE:

SUPER SILT FENCE SHALL BE INSTALLED TO REDUCE RUNOFF VELOCITY AND ALLOW SEDIMENT TO BECOME TRAPPED BEHIND OR UP-SLOPE OF THE SUPER SILT FENCE. SUPER SILT FENCE PROVIDES A BARRIER THAT CAN COLLECT AND HOLD DEBRIS AND SOIL, PREVENTING THE MATERIAL FROM ENTERING CRITICAL AREAS, STREAMS, STREETS, ETC. SUPER SILT FENCE ALSO HELPS TO DECREASE THE VELOCITY OF SHEET FLOWS AND LOW-TO-MODERATE LEVEL CHANNEL FLOWS.

TEMPORARY DIVERSIONS:

TEMPORARY DIVERSIONS SHALL BE INSTALLED TO DIVERT UP-SLOPE CLEAN WATER AROUND A PROJECT SITE TO REDUCE THE QUANTITY OF WATER WITHIN THE SEDIMENT CONTROL SYSTEM; TO DIVERT UP-SLOPE WATER FROM DISTURBED AREAS TO AN APPROPRIATE SEDIMENT TRAPPING FACILITY SUCH AS A SEDIMENT TRAP OR SEDIMENT BASIN; TO DIVERT INTERNAL SEDIMENT-LADEN WATER TO A SEDIMENT-TRAPPING STRUCTURE; TO PREVENT EROSION AND MAINTAIN ACCEPTABLE WORKING CONDITIONS ABOVE CRITICAL DISTURBED AREAS PRIOR TO STABILIZATION. TEMPORARY DIVERSIONS ALSO HELP TO INTERCEPT AND DIVERT WATER AWAY FROM FOOTERS, WALLS & OTHER STRUCTURES.

DIVERSIONS THAT ARE TO SERVE LONGER THAN 14 WORKING DAYS SHALL BE STABILIZED IMMEDIATELY WITH SEED AND MULCH WITH OR WITHOUT A ROLLED EROSION CONTROL PRODUCT MEETING THE REQUIREMENTS FOUND IN THE ALAMABA EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICE MANUAL TO PRESERVE DIKE HEIGHT, PREVENT

EROSION AND REDUCE MAINTENANCE.

INLET PROTECTION:

INLET PROTECTION SHALL BE BE PLACED ON ALL STORM DRAIN DROP INLETS OR CURB INLETS TO TRAP SEDIMENT BEFORE CONTAMINATED RUNOFF ENTERS A STORM DRAINAGE SYSTEM. STORM DRAIN INLET PROTECTION SHALL BE INSTALLED IMMEDIATELY FOLLOWING INSTALLATION OF STORMWATER CONTROLS OR PRIOR TO CONSTRUCTION ACTIVITIES FOR EXISTING STORM DRAINS OR WHERE STORM DRAIN INLETS ARE TO BE MADE OPERATIONAL BEFORE PERMANENT STABILIZATION OF THE CORRESPONDING DISTURBED DRAINAGE AREA.

4. STABILIZE SOILS:

THE GENERAL PERMIT REQUIRES THAT:

· STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN FOUR (4) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS PERMANENTLY CEASED.

· APPLICABLE PRACTICES INCLUDE, BUT ARE NOT LIMITED TO, TEMPORARY AND PERMANENT SEEDING, SODDING, MULCHING, EROSION CONTROL FABRICS AND MATTING, SURFACE

ROUGHENING, SURFACE WATER CONTROL, AND DUST CONTROL.

· SELECTED SOIL STABILIZATION MEASURES SHALL BE APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, AND ESTIMATED DURATION OF USE.

· ALL SOIL STOCKPILES MUST BE STABILIZED AND PROTECTED WITH SEDIMENT TRAPPING MEASURES.

· LINEAR CONSTRUCTION ACTIVITIES SUCH AS RIGHT-OF-WAY AND EASEMENT CLEARING, ROADWAY DEVELOPMENT, PIPELINES, AND TRENCHING FOR UTILITIES, SHALL BE CONDUCTED TO MEET THE SOIL STABILIZATION TIMEFRAME REQUIREMENTS. CONTRACTORS SHALL INSTALL THE BEDDING MATERIALS, ROADBEDS, STRUCTURES, PIPELINES, OR UTILITIES AND

RE-STABILIZE THE DISTURBED SOILS SO THAT THE FOUR (4) DAY REQUIREMENTS ARE MET.

TEMPORARY SEEDING:

TEMPORARY STABILIZATION SHALL BE INITIATED WITHIN FOUR (4) DAYS TO AREAS THAT WILL NOT BE RE-DISTURBED FOR MORE THAN FOURTEEN (14) DAYS. AREAS INCLUDE DENUDED AREAS, SOIL STOCKPILES, DIKES, DAMS, SIDES OF SEDIMENT BASINS, TEMPORARY ROAD BANKS, ETC.

PERMANENT SEEDING:

PERMANENT STABILIZATION SHALL BE INITIATED WITHIN FOUR (4) DAYS OF REACHING FINAL GRADE AND WITHIN FOUR (4) DAYS AFTER CONSTRUCTION HAS BEEN COMPLETED. AREAS INCLUDE DISTURBED AREAS WHERE PERMANENT, LONG-LIVED VEGETATIVE COVER IS NEEDED TO STABILIZE THE SOIL AND ROUGH-GRADED AREAS THAT WILL NOT BE BROUGHT TO

FINAL GRADE FOR SIX MONTHS OR MORE.

MULCHING:

THE APPLICATION OF STRAW, HAY OR OTHER SUITABLE MATERIALS TO THE SOIL SURFACE TO PREVENT EROSION BY PROTECTING THE SOIL SURFACE FROM RAINDROP IMPACT AND REDUCING THE VELOCITY OF OVERLAND FLOW. AREAS THAT HAVE BEEN TEMPORARILY OR PERMANENTLY SEEDED SHOULD BE MULCHED IMMEDIATELY FOLLOWING SEEDING. AREAS THAT CANNOT BE SEEDED BECAUSE OF THE SEASON SHOULD BE MULCHED TO PROVIDE SOME PROTECTION TO THE SOIL SURFACE.

TOPSOILING:

TOPSOILING IS THE SPREADING OF TOPSOIL OF A SUITABLE QUALITY OVER AN AREA TO BE STABILIZED BY ESTABLISHING VEGETATION. IF TOPSOIL IS TO BE STOCKPILED AT SITE, IT SHALL BE IN A LOCATION THAT WILL NOTE ERODE, BLOCK DRAINAGE, OR INTERFERE WITH WORK ON THE SITE. ALL SOIL STOCKPILES SHALL BE STABILIZED BY TEMPORARY SEEDING AND MULCHING AND PROTECTED WITH SEDIMENT TRAPPING MEASURES SUCH AS SILT FENCE. TOPSOIL SHALL BE SPREAD AT A LIGHTLY COMPACTED DEPTH OF 2 TO 4 INCHES. 4 INCHES OR GREATER IS RECOMMENDED FOR AREAS WHERE FINE-TEXTURED (CLAYEY) SUBSOIL OR OTHER ROOT LIMITING FACTORS ARE PRESENT.

ROLLED EROSION CONTROL PRODUCTS (RECP):

TEMPORARY OR PERMANENT EROSION CONTROL NETS, BLANKETS AND THREE-DIMENSIONAL MATRIXES MADE FROM A WIDE VARIETY OF NATURAL (SUCH AS JUTE, COIR AND STRAW) AND MAN-MADE MATERIALS ALONE OR IN COMBINATION THAT HELP PREVENT EROSION IN SEVERAL WAYS. PREFABRICATED BLANKETS OR NETTING SHALL BE USED AS A TEMPORARY SURFACE STABILIZING MEASURE AND TO AID IN THE ESTABLISHMENT OF VEGETATION. THEY ARE TYPICALLY USED ON STEEP SLOPES AND TO HELP ESTABLISH GRASS IN LOW

VELOCITY VEGETATED CHANNELS.

5. PROTECT SLOPES:

THE GENERAL PERMIT PROHIBITS UP-SLOPE RUNOFF FROM FLOWING DOWN FILL SLOPES. ALL FILL SURFACE RUNOFF SHALL BE CONTAINED WITH TEMPORARY BERMS AND IN PIPES, SLOPE DRAINS, OR STABILIZED CHANNELS. DRAINAGE SHALL BE PROVIDED TO REMOVE GROUND WATER INTERSECTING THE SLOPE SURFACE OF EXPOSED SOIL AREAS. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES, CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS. SOILS ON SLOPES SHALL BE STABILIZED AS SPECIFIED IN

TEMPORARY AND PERMANENT SOIL STABILIZATION MEASURES.

6. PROTECT STORM DRAIN INLETS:

STORM DRAIN INLETS OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SURFACE WATER RUNOFF DOES NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR TREATED TO REMOVE SEDIMENT. INLET PROTECTION SHALL BE PLACED ON ALL STORM INLETS TO PROTECT AGAINST SEDIMENT-LADEN RUNOFF ENTERING THE

SYSTEM AT THE INLETS.

INLET PROTECTION:

INLET PROTECTION SHALL BE BE PLACED ON ALL STORM DRAIN DROP INLETS AND/OR CURB INLETS TO TRAP SEDIMENT BEFORE CONTAMINATED RUNOFF ENTERS A STORM DRAINAGE SYSTEM. INLET PROTECTION SHALL BE INSTALLED IMMEDIATELY FOLLOWING INSTALLATION OF STORMWATER CONTROLS, PRIOR TO CONSTRUCTION ACTIVITIES FOR EXISTING STORM DRAINS, AND/OR WHERE STORM DRAIN INLETS ARE TO BE MADE OPERATIONAL BEFORE PERMANENT STABILIZATION OF THE DISTURBED DRAINAGE AREA HAVE OCCURRED.

CULVERT INLET PROTECTION:

CULVERT INLET PROTECTION SHALL BE BE PLACED ON ALL STORM CULVERT INLETS TO PREVENT SEDIMENT FROM ENTERING, ACCUMULATING IN, AND BEING TRANSFERRED BY THE CULVERT AND ASSOCIATED DRAINAGE SYSTEM. CULVERT INLET PROTECTION MAY ALSO PROVIDE EROSION CONTROL AT STORM CULVERT INLETS DURING THE PHASE OF A PROJECT WHERE ELEVATION AND DRAINAGE PATTERNS CHANGE, CAUSING ORIGINAL CONTROL MEASURES TO BE INEFFECTIVE OR IN NEED OF REMOVAL.

7. CONVEY STORMWATER IN A NON-EROSIVE MANNER:

POINTS OF DISCHARGE AND RECEIVING STREAMS SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY, AND PEAK FLOW RATE OF SURFACE WATER RUNOFF FROM THE PROJECT SITE. ALL STORMWATER CONVEYANCE CHANNELS SHALL BE STABILIZED FOR EXPECTED FLOWS.

OUTLET PROTECTION:

OUTLET PROTECTION SHALL BE INSTALLED AT ALL CULVERT OUTLETS OF ALL TYPES, PIPE CONDUITS FROM ALL SEDIMENT BASINS, SWM PONDS, AND NEW CHANNELS CONSTRUCTED AS OUTLETS FOR CULVERTS AND CONDUITS. OUTLET PROTECTION SHALL BE PROVIDED IN THE FORM OF A RIP-RAP-LINED APRON CONSTRUCTED AT A ZERO OR MINIMUM SLOPE TO SLOW THE OUTLET VELOCITY AND ADEQUATELY PROTECT SOILS FROM SCOUR BY REDUCING FLOW.

ROCK CHECK DAMS:

SMALL TEMPORARY STONE DAMS CAN BE CONSTRUCTED ACROSS A WATERWAY TO REDUCE THE VELOCITY OF STORMWATER FLOWS, THEREBY REDUCING EROSION OF THE CHANNEL AND TRAPPING SEDIMENT. CHECK DAMS SHALL BE INSTALLED AT TEMPORARY DITCHES OR SWALES OR TEMPORARY OR PERMANENT DITCHES OR SWALES WHICH NEED PROTECTION

DURING THE ESTABLISHMENT OF GRASS LININGS.

8. CONTROL OTHER POLLUTANTS:

ALL POLLUTANTS, INCLUDING WASTE MATERIALS AND DEMOLITION DEBRIS, THAT OCCUR ON SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF SURFACE OR GROUND WATER. WOODY DEBRIS MAY BE CHOPPED AND SPREAD ON SITE. COVER, CONTAINMENT, AND PROTECTION FROM VANDALISM SHALL BE PROVIDED FOR ALL CHEMICALS, LIQUID PRODUCTS, PETROLEUM PRODUCTS, AND NON-INERT WASTES PRESENT ON SITE. ALL MATERIALS USED ON THE SITE SHALL BE PROPERLY STORED, HANDLED, DISPENSED AND DISPOSED OF FOLLOWING ALL APPLICABLE LABEL DIRECTIONS. FLAMMABLE AND COMBUSTIBLE LIQUIDS SHALL BE STORED AND HANDLED ACCORDING TO APPLICABLE REGULATIONS, AND, AT A MINIMUM, ACCORDING TO OSHA STANDARDS 29 CFR 1926 152. ONLY APPROVED CONTAINERS AND PORTABLE TANKS SHALL BE USED FOR STORAGE AND HANDLING OF FLAMMABLE AND COMBUSTIBLE LIQUIDS.

· MAINTENANCE AND REPAIR OF HEAVY EQUIPMENT AND VEHICLES INVOLVING OIL CHANGES, HYDRAULIC SYSTEM DRAIN DOWN, SOLVENT AND DE-GREASING CLEANING OPERATIONS, FUEL TANK DRAIN DOWN AND REMOVAL, AND OTHER ACTIVITIES WHICH MAY RESULT IN DISCHARGE OR SPILLAGE OF POLLUTANTS TO THE GROUND OR INTO SURFACE WATER RUNOFF MUST BE CONDUCTED USING SPILL PREVENTION MEASURES, SUCH AS DRIP PANS. CONTAMINATED SURFACES SHALL BE CLEANED IMMEDIATELY FOLLOWING ANY

DISCHARGE OR SPILL INCIDENT.

· WHEEL WASH OR TIRE BATH WASTEWATER SHALL BE DISCHARGED TO A SEPARATE ON-SITE TREATMENT SYSTEM OR TO THE SANITARY SEWER.

· APPLICATION OF AGRICULTURAL CHEMICALS INCLUDING FERTILIZERS AND PESTICIDES SHALL BE CONDUCTED IN A MANNER AND AT APPLICATION RATES THAT WILL NOT RESULT IN LOSS OF CHEMICAL TO SURFACE WATER RUNOFFF. MANUFACTURERS RECOMMENDATIONS FOR APPLICATION RATES AND PROCEDURES SHALL BE FOLLOWED.

· IN THE EVENT OF AN ACCIDENTAL SPILL, IMMEDIATE ACTION SHALL BE TAKEN BY THE CONTRACTOR TO CONTAIN AND REMOVE THE SPILLED MATERIAL. THE SPILL SHALL BE REPORTED TO THE APPROPRIATE AGENCIES IN THE REQUIRED TIME FRAMES. AS REQUIRED UNDER PROVISIONS OF THE CLEAN WATER ACT, ANY SPILL OR DISCHARGE ENTERING

WATERS OF THE UNITED STATES SHALL BE PROPERLY REPORTED.

9. CONTROL DEWATERING:

FOUNDATION, VAULT, AND UTILITY TRENCH DEWATERING WATER SHALL BE DISCHARGED INTO A CONTROLLED CONVEYANCE SYSTEM PRIOR TO DISCHARGE TO A SEDIMENT POND.

CHANNELS RECEIVING THE DISCHARGED WATER MUST BE STABILIZED. HIGHLY TURBID OR CONTAMINATED WATER FROM CONSTRUCTION EQUIPMENT OPERATIONS, WORK INSIDE A COFFERDAM, SHALL BE HANDLED SEPARATELY FROM SURFACE WATER. IF DEWATERING IS REQUIRED FOR SMALL VOLUMES OF LOCALIZED DEWATERING ON THIS SITE, A PUMP AND DEWATERING FILTER BAG SHALL BE UTILIZED. THE FILTER BAG SHALL DISCHARGE TO A DITCH OR SWALE WITH A WELL ESTABLISHED VEGETATIVE AREA.

10. MAINTAIN BMP'S:

TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL BMP'S SHALL BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE WITH THE BMP'S. AT A MINIMUM, ALL SEDIMENT CONTROL BMP'S SHALL BE INSPECTED AT LEAST ONCE EVERY FOUR (4) CALENDAR DAYS AND WITHIN 24 HOURS OF THE OCCURRENCE OF A PRECIPITATION EVENT OF 0.25 INCHES OR GREATER, OR THE OCCURRENCE OF RUNOFF FROM SNOWMELT SUFFICIENT TO CAUSE A DISCHARGE. TEMPORARY EROSION AND SEDIMENT CONTROL BMP'S SHOULD BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY BMP'S ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. DISTURBED SOIL RESULTING FROM THE REMOVAL OF BMP'S OR VEGETATION SHALL BE PERMANENTLY STABILIZED.

11. MANAGE THE PROJECT:

A SEQUENCE OF CONSTRUCTION HAS BEEN PROVIDED ON THIS SHEET TO DESCRIBE AN OVERALL CONSTRUCTION SEQUENCE AS IT RELATES TO EROSION AND SEDIMENT CONTROL BMP'S AND CONSTRUCTION OF VARIOUS ELEMENTS OF THE PROJECT. IN GENERAL, THE PROJECT IS TO BEGIN CONSTRUCTION IN JUNE 2025 AND END APPROXIMATELY IN AUGUST 2028.

THE CONTRACTOR IS RESPONSIBLE FOR THE DETAILS OF THE DAY TO DAY OPERATIONS.

· THE PRIMARY PROJECT MANAGER SHALL EVALUATE, WITH INPUT FROM UTILITIES AND OTHER CONTRACTORS, THE SURFACE WATER MANAGEMENT REQUIREMENTS FOR THE ENTIRE PROJECT, INCLUDING THE UTILITIES, WHEN PREPARING THE SEDIMENT CONTROL PLAN. ALL BMP'S SHALL BE INSPECTED, MAINTAINED, AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. WHENEVER INSPECTION AND/OR MONITORING REVEALS THAT THE BMP'S IDENTIFIED IN THE SEDIMENT CONTROL PLAN ARE INADEQUATE, THE SEDIMENT CONTROL PLAN SHALL BE MODIFIED, AS APPROPRIATE, IN A TIMELY MANNER.

· CONTRACTOR SHALL REPORT SPILLAGE OR DISCHARGE OF POLLUTANTS WITHIN 24-HOURS. THE SEDIMENT CONTROL PLAN SHALL BE RETAINED ON SITE. THE SEDIMENT CONTROL PLAN SHALL BE MODIFIED WHENEVER THERE IS A SIGNIFICANT CHANGE IN THE DESIGN, CONSTRUCTION, OPERATION, OR MAINTENANCE OF ANY BMP. THE ADEM MUST BE NOTIFIED

OF ANY CHANGES TO THE CONSTRUCTION SWPP.

12. STABILIZATION:

THE CONSTRUCTION SITE SHOULD BE STABILIZED AS SOON AS POSSIBLE AFTER COMPLETION. ESTABLISHMENT OF FINAL COVER MUST BE INITIATED WITHIN FOUR (4) DAYS AFTER REACHING FINAL GRADE. A NOTICE OF TERMINATION MUST BE FILED WITH THE ADEM WHEN THE SITE REACHES FINAL STABILIZATION. FINAL STABILIZATION MEANS THAT ALL SOIL-DISTURBING ACTIVITIES ARE COMPLETED, AND THAT EITHER A PERMANENT VEGETATIVE COVER OF 70% OR GREATER HAS BEEN ESTABLISHED OR THAT THE SURFACE HAS BEEN STABILIZED BY HARD COVER SUCH AS PAVEMENT OR BUILDINGS. (THE 70% REQUIREMENT REFERS TO THE TOTAL VEGETATED AREA AND NOT JUST A PERCENT OF THE SITE).

VIII. EROSION AND SEDIMENT CONTROL NOTES:

1. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE CONSTRUCTED AND MAINTAINED IN STRICT COMPLIANCE WITH THE LATEST EDITION OF THE ALAMABA EROSION AND

SEDIMENT CONTROL BEST MANAGEMENT PRACTICE MANUAL AND APPLICABLE FEDERAL, STATE, AND LOCAL REGULATIONS.

2. AREAS OF DEVELOPMENT SHALL BE PLANNED IN PHASES AND STAGES IN ORDER TO PREVENT THE TRANSPORT OF SEDIMENT FROM THE DEVELOPMENT SITE DURING CONSTRUCTION AND MINIMIZE EXPOSURE TO DISTURBED GROUND. RE-VEGETATION OF EXPOSED AREAS AND THE MAINTENANCE OF THAT VEGETATION SHALL BE AN INTEGRAL

PART OF THE CLEARING ACTIVITIES FOR ANY PHASE.

3. NO DISTURBED AREA IS TO REMAIN DENUDED FOR MORE THAN FOUR (4) DAYS EXCEPT FOR MATERIAL STORAGE AREAS OR FOR THOSE AREAS ON WHICH ACTUAL CONSTRUCTION

ACTIVITIES ARE CURRENTLY BEING PERFORMED UNLESS AUTHORIZED BY SHELBY COUNTY.

4. ALL SOIL STOCKPILES SHALL BE STABILIZED BY TEMPORARY SEEDING AND MULCHING AND PROTECTED WITH PERIMETER SEDIMENT CONTROLS SUCH AS SILT FENCE TO PREVENT CONTACT WITH STORMWATER RUNOFF. ALL STOCKPILES MUST BE LOCATED OUTSIDE OF ANY VEGETATED BUFFER AREAS AND SHOULD BE LOCATED AS FAR AS PRACTICABLE

FROM STORMWATER CONVEYANCE SYSTEMS AND WATER BODIES.

5. ALL SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING SITE GRADING OPERATIONS TO REDUCE RUNOFF VELOCITIES AND EROSION. TEMPORARY AND/OR PERMANENT STABILIZATION MEASURES SHALL BE APPLIED TO ALL SLOPES AS SPECIFIED IN THE SOIL STABILIZATION MEASURES.

6. DURING CONSTRUCTION, PROTECT ALL FILLS SO THAT RUNOFF DOES NOT GO DOWN THE FACE OF THE HILL. UTILIZE BERMS, TEMPORARY SLOPE DRAINS, OR OTHER METHODS TO DIVERT RUNOFF AWAY FROM THE FILL AND INTO A SEDIMENT TRAPPING STRUCTURE. AS MORE FILL IS ADDED, SLOPE THE TOP (OR BERM IT) TO DIRECT WATER AWAY FROM THE SLOPE AND TO A STABLE CONVEYANCE SYSTEM. SEED & MULCH EVERY FOUR (4) DAYS OR 15' OF FILL.

7. NO OFF-SITE SOURCE OF BORROW MATERIALS IS ANTICIPATED FOR THIS PROJECT. IN THE EVENT THAT AN OFF-SITE SOURCE OF BORROW MATERIALS IS USED, AN EROSION AND SEDIMENT CONTROL PLAN SHALL BE PROVIDED FOR THE BORROW PIT AND THE BORROW PIT SHALL MEET ALL APPLICABLE REQUIREMENTS AND PERMITS OF THE ADEM.

8. DUE TO GRADE CHANGES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION AND SEDIMENT CONTROL MEASURES (i.e. SILT

FENCES, ETC.) TO PREVENT EROSION AND POLLUTANT DISCHARGE OFF-SITE.

IX. SOIL STABILIZATION:

EXCEPT AS NOTED BELOW, STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN FOUR (4) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS PERMANENTLY

CEASED OR FOUR (4) DAYS FOR SITES REQUIRED TO USE ENHANCED BMP'S.

· WHERE THE INITIATION OF STABILIZATION MEASURES BY THE 4TH DAY, AS APPLICABLE AFTER CONSTRUCTION ACTIVITY TEMPORARILY OR PERMANENTLY CEASES IS PRECLUDED BY NATURAL CAUSES, STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS CONDITIONS ALLOW.

· WHERE CONSTRUCTION ACTIVITY WILL RESUME ON A PORTION OF THE SITE WITHIN 14 DAYS FROM WHEN ACTIVITIES CEASED, (E.G. THE TOTAL TIME PERIOD THAT CONSTRUCTION ACTIVITY IS TEMPORARILY HALTED IS LESS THAN 14 DAYS) THEN STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE BY THE 4TH DAY AFTER

CONSTRUCTION ACTIVITIES HAVE TEMPORARILY CEASED.

· AREAS WHERE SEED HAS FAILED TO GERMINATE ADEQUATELY (UNIFORM PERENNIAL VEGETATIVE COVER OF 70% OR GREATER) WITHIN 30 DAYS AFTER SEEDING AND MULCHING

MUST BE RE-SEEDED IMMEDIATELY, OR AS SOON AS WEATHER CONDITIONS ALLOW.

TEMPORARY STABILIZATION:

· SEE SECTION 665 ON THE RIGHT SIDE OF THIS SHEET.

PERMANENT STABILIZATION:

SEED MIXTURES INCLUDE THE FOLLOWING:

· PERMANENT STABILIZATION TO BE COMPLETED PER LANDSCAPING PLANS. SEE SHEETS LP101-LP105 OF THIS PLAN.

X. UNDERGROUND UTILITY LINE INSTALLATION:

1. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.

2. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES, CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS.

3. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES

NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY.

4. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION.

5. ALL TRENCHES SHALL BE SEEDED AND MULCHED WITHIN 7 DAYS AFTER BACKFILLING.

6. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.

XI. SEQUENCE OF CONSTRUCTION:

· PHASE I:

PHASE I OPERATIONS SHALL INCLUDE EROSION CONTROL MEASURES NEEDED TO DIVERT MAJOR OFF-SITE CLEAN WATER AND ON-SITE DRAINAGE FLOWS AROUND THE WORK AREAS AND CONTROL EROSION AND SEDIMENTATION ASSOCIATED WITH INITIAL CLEARING AND GRADING OPERATIONS.

1. CONTACT ALABAMA MISS UTILITY AT LEAST THREE WORKING DAYS PRIOR TO BEGINNING WORK. LOCATE ALL UTILITIES.

2. CONTACT SHELBY COUNTY ENGINEERING AT LEAST FIVE WORKING DAYS PRIOR TO BEGINNING WORK.

3. STAKE/FLAG LIMITS OF CONSTRUCTION, SENSITIVE AREAS, AND TREES THAT ARE TO BE PRESERVED. LIMITS OF CONSTRUCTION MUST REMAIN MARKED THROUGHOUT THE ENTIRE SITE

DEVELOPMENT.

4. INSTALL TEMPORARY STABILIZED CONSTRUCTION ENTRANCE AND ESTABLISH A PROTECTED STAGING AND EQUIPMENT PARKING AREA.

5. CLEAR AND GRUB AREAS FOR THE INSTALLATION OF PERIMETER CONTROLS. ONLY THE MINIMUM AREAS NECESSARY TO INSTALL PERIMETER EROSION CONTROL MEASURES SHALL BE

CLEARED AND GRUBBED.

6. INSTALL PERIMETER CONTROLS SUCH AS DIVERSION DIKES, SILT FENCE, SUPER SILT FENCE, AND ALL CLEAN WATER DIVERSION DIKES. STABILIZE ALL EROSION AND SEDIMENT CONTROL MEASURES IMMEDIATELY AFTER INSTALLATION. STABILIZE AREAS BETWEEN PERIMETER SEDIMENT CONTROL MEASURES AND THE LIMITS OF CONSTRUCTION.

7. CONSTRUCT THE SEDIMENT BASIN, INCLUDING THE RISER STRUCTURE AND OUTLET PIPE, AND SEDIMENT TRAPS. THE EARTHEN EMBANKMENTS SHALL BE SEEDED AND MULCHED TO

PROVIDE TEMPORARY OR PERMANENT STABILIZATION IMMEDIATELY AFTER INSTALLATION.

8. INSTALL AND STABILIZE TEMPORARY DIVERSIONS TO DIRECT RUNOFF TOWARD THE SEDIMENT BASIN AND SEDIMENT TRAPS.

9. CLEAR AND GRUB THE REMAINDER OF THE SITE. ALL UNSUITABLE MATERIAL (LOGS, BRUSH, VEGETATIVE MATTER, ETC.) WHICH WILL INTERFERE WITH THE GRADING AND/OR STABILITY OF FILL AREAS SHALL BE REMOVED AND/OR DISPOSED OF PROPERLY. PHASE CLEARING AND GRUBBING TO THE EXTENT POSSIBLE TO MINIMIZE THE AMOUNT OF DISTURBED AREA AT ANY

POINT IN TIME.

10. ESTABLISH SOIL STOCKPILES AND PROTECT WITH SILT FENCE. STRIP AND STOCKPILE TOPSOIL TO USE IN THE FINISH GRADING OPERATIONS. STOCKPILES SHALL BE SEEDED AND MULCHED

IF THEY ARE TO REMAIN UNDISTURBED FOR 14 DAYS OR LONGER.

· PHASE II:

THE PHASE II EROSION AND SEDIMENT CONTROL MEASURES ARE INTENDED FOR THE FINAL STAGES OF SITE DEVELOPMENT. PHASE I CONTROL MEASURES, WHICH ARE NOT IN CONFLICT WITH FINAL CONSTRUCTION AND PROVIDE EFFECTIVE CONTROL, SHALL REMAIN IN PLACE FOR FINAL DEVELOPMENT. THE CONTRACTOR SHALL FOLLOW THE COUNTY ENGINEERING DEPARTMENT'S DIRECTION IN PROVIDING ADDITIONAL CONTROL MEASURES NEEDED DURING THE DEVELOPMENT PROCESS, TO ENSURE THAT SEDIMENT IS PREVENTED FROM POLLUTING OFF-SITE AREAS, STREAMS AND/OR PROTECTED ON-SITE AREAS. THE FOLLOWING SEQUENCE OF CONSTRUCTION IS SUGGESTED.

1. ROUGH GRADE THE SITE INCLUDING ROADWAYS, GRAVESITES, AND SWALES.

2. BEGIN CONSTRUCTION OF COLUMBARIUM PAD.

3. THROUGHOUT CONSTRUCTION, INITIATE TEMPORARY OR PERMANENT STABILIZATION MEASURES IMMEDIATELY FOLLOWING THE COMPLETION OF THE MOST RECENT LAND DISTURBING ACTIVITY. DISTURBED AREAS SHALL BE SEEDED AND MULCHED IF THEY ARE TO REMAIN UNDISTURBED FOR 14 DAYS OR LONGER. COMPLETION MUST BE WITHIN 7 DAYS.

4. INSTALL UNDERGROUND UTILITIES, INCLUDING STORM SEWER AND IRRIGATION LINES.

5. INSTALL INLET PROTECTION AT ALL STORM DRAIN INLETS AS EACH IS STRUCTURE INSTALLED.

6. INSTALL OUTLET PROTECTION AT EACH OUTLET STRUCTURE AS EACH STRUCTURE IS INSTALLED.

7. CONSTRUCT THE BASE PAVEMENT FOR ROADWAYS AND INSTALL CURB AND GUTTER SECTIONS.

8. INSTALL ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES AS NEEDED THROUGHOUT CONSTRUCTION.

9. FINAL GRADE ALL AREAS OF THE SITE LEAVING SEDIMENT CONTROLS IN PLACE AS NEEDED. SPREAD TOPSOIL OVER AREAS TO BE SEEDED.

10. PERMANENTLY STABILIZE ALL AREAS NOT COVERED BY HARD COVER SUCH AS PAVEMENT OR CONCRETE.

11. FOLLOWING SITE STABILIZATION, THE SEDIMENT BASIN SHALL BE RESTORED TO ORIGINAL VOLUMES AND ELEVATIONS. REMOVE TEMPORARY BLOCKAGES FROM THE RISER STRUCTURE AND PERFORM ANY REPAIRS NECESSARY FOR THE THE SEDIMENT BASIN TO FUNCTION AS A PERMANENT SWM POND. CONTRACTOR SHALL ENSURE THE POND MEETS PERMANENT

STABILIZATION REQUIREMENTS.

12. INSTALL BIORETENTION BASINS ONCE A MAJORITY OF THE SITE HAS BEEN STABILIZED. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE NEEDED DURING CONSTRUCTION OF BIORETENTION BASINS TO DIVERT STORMWATER AWAY FROM THE BIORETENTION AREAS UNTIL THEY ARE COMPLETED.

13. OBTAIN SHELBY COUNTY ENGINEERING APPROVAL PRIOR TO THE REMOVAL OF ANY EROSION AND SEDIMENT CONTROLS. NO EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

REMOVED UNTIL ALL UP-SLOPE AREAS THAT DRAIN TO THEM HAVE BEEN STABILIZED.

14. REMOVE REMAINING TEMPORARY EROSION AND SEDIMENT CONTROL BMP'S. STABILIZE ANY AREAS DISTURBED BY THE REMOVAL OF TEMPORARY BMP'S.

XII. MAINTENANCE PROGRAM:

1. AT A MINIMUM, INSPECTIONS OF ALL EROSION AND SEDIMENT CONTROLS ARE TO BE CONDUCTED ONCE EVERY FOUR (4) CALENDAR DAYS AND WITHIN 24 HOURS OF THE OCCURRENCE OF A PRECIPITATION EVENT OF 0.25 INCHES OR GREATER, OR THE OCCURRENCE OF RUNOFF FROM SNOWMELT SUFFICIENT TO CAUSE A DISCHARGE, BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE. REPAIRS OR MAINTENANCE TO BMP'S SHALL BE PERFORMED WITHIN 24 HOURS, HOWEVER, PERMITTEES MUST IMPLEMENT ALTERNATE BMP'S DURING STORM EVENTS

WHILE AWAITING REPAIR OF THE PRIMARY BMP.

2. TO DETERMINE IF A PRECIPITATION EVENT OF 0.25 INCHES OR GREATER HAS OCCURRED, THE APPLICANT MUST EITHER KEEP A PROPERLY MAINTAINED RAIN GAUGE ON THE SITE OR OBTAIN THE PRECIPITATION EVENT INFORMATION FROM A NATIONAL OCEANIC ATMOSPHERIC ADMINISTRATION (NOAA) WEATHER STATION THAT IS REPRESENTATIVE OF THE PROJECT

LOCATION.

3. SILT FENCING AND SUPER SILT FENCING SHOULD BE CLEANED AT 50% CAPACITY AND SPREAD ON SITE WHERE PRACTICAL. SEDIMENT REMOVAL SHALL BE DEPOSITED IN A SUITABLE AREA

AND IN SUCH A MANNER THAT IT WILL NOT ERODE AND CAUSE SEDIMENTATION PROBLEMS.

4. INLET PROTECTION DEVICES SHOULD BE INSPECTED WEEKLY AT A MINIMUM AND DAILY AFTER EACH STORM EVENT OF 0.5 INCHES OR MORE. INLET PROTECTION DEVICES SHOULD BE

CLEANED OR REMOVED AND REPLACED BEFORE SIX INCHES OF SEDIMENT CAN ACCUMULATE.

5. ROCK CHECK DAMS SHOULD BE INSPECTED AT A MINIMUM ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD. REPLACE THE STONE AND REPAIR THE DAMS AS NECESSARY TO MAINTAIN THE CORRECT HEIGHT AND CONFIGURATION. SEDIMENT SHOULD BE REMOVED FROM BEHIN THE CHECK DAMS WHEN IT HAS ACCUMULATED TO ONE HALF THE ORIGINAL HEIGHT OF THE DAM

6. TEMPORARY DIVERSIONS SHOULD BE INSPECTED AFTER EACH STORM EVENT OF 0.5 INCHES OR MORE AND REPAIRS MADE AS NECESSARY. AT LEAST ONCE PER WEEK, THE MEASURES SHALL BE INSPECTED AND REPAIRS MADE IMMEDIATELY. TEMPORARY DIVERSIONS SHOULD BE RE-SEEDED OR OTHERWISE STABILIZED AS NEEDED TO MAINTAIN STABILITY. DAMAGES

CAUSED BY CONSTRUCTION ACTIVITIES OR TRAFFIC MUST BE REPAIRED IMMEDIATELY.

7. SEDIMENT TRAP: SEDIMENT SHOULD BE REMOVED FROM THE TRAP (AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS) BEFORE THE TRAP'S WET STORAGE VOLUME IS REDUCED BY ONE-HALF. SEDIMENT REMOVED FROM THE TRAP SHOULD BE STORED OR DISPOSED IN A MANNER IN WHICH IT WILL NOT CREATE AN EROSION OR SEDIMENT PROBLEM. FILTER STONE

SHOULD BE REGULARLY CHECKED TO ENSURE THAT FILTRATION PERFORMANCE IS MAINTAINED.

8. SEDIMENT BASIN: PROVIDE ACCESS FOR SEDIMENT REMOVAL AND OTHER REQUIRED MAINTENANCE ACTIVITIES. REMOVE SEDIMENT AND RESTORE THE BASIN TO IT'S ORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO ONE-HALF THE WET STORAGE DEPTH. PLACE REMOVED SEDIMENT WHERE THERE IS NO POSSIBILITY OF ITS REENTRY INTO A WATERWAY.

9. EROSION AND SEDIMENT CONTROL STRUCTURES SHALL NOT BE REMOVED UNTIL ALL AREAS ABOVE THEM HAVE BEEN STABILIZED AND SEEDED AREAS ESTABLISHED. NO CONTROL SHALL

BE REMOVED WITHOUT APPROVAL FROM SHELBY COUNTY ENGINEERING.

10. DEVICES SHOWN ARE TO BE CONSIDERED MINIMUM EROSION AND SEDIMENTATION CONTROLS. ADDITIONAL CONTROLS MAY BE NECESSARY DUE TO CONTRACTOR'S PHASING OR OTHER UNANTICIPATED CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL DEVICES AS NECESSARY IN ORDER TO CONTROL EROSION AND SEDIMENTATION.

11. THE CONTRACTOR IS TO PROVIDE ADEQUATE MEANS OF CLEANING AND REMOVING ALL LAYING DUST AS NECESSARY BY APPLYING EITHER MOISTURE, CALCIUM CHLORIDE, OR OTHER APPROVED MATERIALS ALONG THOSE SECTIONS OF THE PROJECT ADJACENT TO EXISTING DWELLINGS OR PUBLIC ACCESS.

12. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH WORKING DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO STOCKPILE AREAS. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED

AS MUCH AS POSSIBLE BY SHOVELING OR SWEEPING.

13. AREAS WHERE SEED HAS FAILED TO GERMINATE ADEQUATELY (UNIFORM PERENNIAL VEGETATIVE COVER OF 70% OR GREATER) WITHIN 30 DAYS AFTER SEEDING AND MULCHING MUST BE

RE-SEEDED IMMEDIATELY, OR AS SOON AS WEATHER CONDITIONS ALLOW.

NOTES:

· SOILS INFORMATION PROVIDED BY THE USDA SOIL SURVEY OF SHELBY COUNTY, ALAMABA.

MAPPING UNIT SOIL NAME

AnB ALLEN LOAM, 2 TO 6% DeB2 DEWEY CLAY LOAM, 2 TO 6%, ERODED DeC2 DEWEY CLAY LOAM, 6 T0 10%, ERODED MfD MINVALE-FULLERTON COMPLEX, 6 TO 15% ToD TOWNLEY SILT LOAM, 4 TO 12% ToE TOWNLEY SILT LOAM, 12 TO 18% TsE TOWNLEY-SUNLIGHT COMPLEX, 12 TO 35% Tu TUPELO LOAM, FREQUENTLY FLOODED Tx TUPELO-DEWEY COMPLEX

EROSION & SEDIMENT CONTROL

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RIM 475.38

FL 468.96

SW INLET

RIM 475.36

FL IN 468.96

FL OUT 468.87

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RIM 477.21

FL IN 472.99

FL OUT 472.89

SW INLET

RIM 479.18

FL IN 474.38

FL OUT 473.78

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18" RCP

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FL 455.68

FL 453.18

18" RCP

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SW INLET

RIM 462.20

FL 458.92

SW INLET

RIM 462.37

FL IN 455.75 N

FL IN 455.89 W

FL OUT 455.60

18" RCP

18" RCP

18" RCP

STORM MH

RIM 456.24

FL IN 451.14

FL OUT 448.10

SW INLET

RIM 451.34

FL IN 445.15

FL OUT 445.01

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RIM 448.32

FL IN 443.07

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SW INLET

RIM 446.49

FL IN 439.86

FL OUT 438.72

SW INLET

RIM 446.61

FL IN 438.74

FL OUT 438.47

FULL OF WATER

SW INLET

RIM 448.61

FL IN 443.42 N

FL IN 443.46 S FL OUT

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CP

24" RCP

SW INLET

RIM 448.72

FL 443.73

CONTROL IRON

N: 1140146.3399 E: 2170290.1335

ELEV 488.46

CONTROL PK NAIL

N: 1139614.8150 E: 2170418.4130

ELEV 449.56

CONTROL REBAR

N: 1139996.2509 E: 2169809.9290

ELEV 482.83

CONTROL REBAR

N: 1140029.5690 E: 2169560.0409

ELEV 457.24

FL 440.66

36" RCP

SW INLET

RIM 447.37

FL 440.97

EX. CEMETERY LOOP ROAD

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21 4 5 6 7 8 9

MONTEVALLO, ALABAMA

927CM3003

OCTOBER 25, 2024 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved: Project Director

Phase

Building NumberBID DOCUMENTS

VA FORM 08 - 6231

321 4 5 6 7 8 9

ALABAMA NATIONAL CEMETERY

GRAVESITE EXPANSION PHASE 3

Fil e P ath : G

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Integrity Federal Services - The LA Group Joint Venture, LLC The LA Group 40 Long Alley Saratoga Springs, NY 12866

(518) 587-8100

INTEGRITY FEDERAL SERVICES

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

(304) 725-8456

CDW 163RJP

Above Group

(321) 345-9026

Modjeski and Masters

(717) 790-9565

Aqua Engineering

(970) 372-6104

The LA Group

(518) 587-8100

Integrity Federal Services

(304) 725-8456 NOT FOR

CONSTRUCTION

GC011

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FENCING PLAN

GRAPHICAL SCALE: 1"=50'

50 25 0 50 100 150

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RIM 479.18

FL IN 474.38

FL OUT 473.78

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RIM 462.20

FL 458.92

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RIM 462.37

FL IN 455.75 N

FL IN 455.89 W

FL OUT 455.60

18" RCP

18" RCP

18" RCP

STORM MH

RIM 456.24

FL IN 451.14

FL OUT 448.10

SW INLET

RIM 451.34

FL IN 445.15

FL OUT 445.01

SW INLET

RIM 448.32

FL IN 443.07

FL OUT 442.88

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SW INLET

RIM 446.49

FL IN 439.86

FL OUT 438.72

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RIM 446.61

FL IN 438.74

FL OUT 438.47

FULL OF WATER

SW INLET

RIM 448.61

FL IN 443.42 N

FL IN 443.46 S FL OUT

443.15

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RIM 448.72

FL 443.73

CONTROL IRON

N: 1140146.3399 E: 2170290.1335

ELEV 488.46

CONTROL PK NAIL

N: 1139614.8150 E: 2170418.4130

ELEV 449.56

CONTROL REBAR

N: 1139996.2509 E: 2169809.9290

ELEV 482.83

CONTROL REBAR

N: 1140029.5690 E: 2169560.0409

ELEV 457.24

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SHOAL CREEK

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SHELTER #3

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APPROXIMATE LOCATION

OF 100-YEAR FLOOD

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APPROXIMATE LOCATION

OF 500-YEAR FLOOD

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UNNAMED TRIBUTARY

TO SHOAL CREEK

EX. ACCESS TO

SALEM ROAD

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PC: 12+03.01

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E&S PLAN PHASE 2: GC202

DEMOLITION PLAN: CD101

SITE LAYOUT PLAN: CS101

GRADING & DRAINAGE PLAN: CG101

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E&S PLAN PHASE 2: GC203

DEMOLITION PLAN: CD102

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GRADING & DRAINAGE PLAN: CG102

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BURIAL

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MONTEVALLO, ALABAMA

927CM3003

OCTOBER 25, 2024 Dwg. of

Office of Design and Construction

Service U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER…