TRACE_CREEK_LOW_HEAD_DAM.pdf.pdf
PDF 9 MB Posted
- Attached to
- WTRBA Trace Creek - UPDATED
- Solicitation number
- Event 32701-13840
- Issued by
- Henry County, Tennessee
About this file
This is a design and engineering document prepared by Civil & Environmental Consultants, Inc. for the Tennessee Department of Environment & Conservation detailing the Trace Creek Low Head Dam Removal project located in Waverly, Humphreys County, Tennessee. The project involves the complete removal of an existing low head dam structure on Trace Creek and restoration of the stream to its natural condition. The comprehensive design package includes existing conditions assessment, demolition plans, proposed layout and profile designs, cross-sectional details at multiple stations, planting and revegetation plans, erosion and pollution control specifications, and construction details. The design drawings are dated October 2025 and include 26 sheets covering all phases of work, from initial site preparation through final stabilization and vegetation establishment. The project incorporates three-stage erosion and sediment pollution control (EPSC) plans to manage construction sequencing and environmental protection. Construction specifications include temporary seeding and permanent native vegetation establishment, stone toe protection, live stakes, brush layering, boulder structures, and coir fiber erosion control blankets.
The document provides detailed construction specifications and quantities for demolition, excavation, grading, stream bank reconstruction, stone protection measures, and revegetation activities. Planting plans include specific native species mixes for temporary and permanent seeding with designated planting windows and maintenance requirements. Details are provided for erosion control measures including filter socks, silt fencing, temporary construction entrances, sediment filter bags, and temporary cofferdams. The design includes comprehensive plant schedules with botanical and common names for deciduous trees and native groundcover species suitable for slope stabilization and stream bank stabilization. The project site is located at coordinates 36.08353°N, -87.82182°W near Highway 70 E in Waverly, and all construction work must adhere to the directive to identify underground utilities before excavation commences.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Attachment_A_Payment_Bond.docx | DOCX document | |
| 32701-13840_Trace_Creek_Specifications.pdf | ||
| WTRBA_Trace_Creek.pdf | ||
| 32701-13840_Trace_Creek_T_C.pdf | ||
| Specifications_Version_2.pdf | ||
| Attachment_B_Performance_Bond.docx | DOCX document | |
| Site_Plans_Version_2.pdf | ||
| 32701-13840_Trace_Creek_T_C.pdf | ||
| 32701-13840_Trace_Creek_Specifications.pdf | ||
| WTRBA_Trace_Creek.pdf |
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Text version
EC000
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VICINITY MAP
SITE MAP
SITE
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CONTACT INFORMATION
BASIS OF BEARINGS
FLOOD NOTE
UTILITY NOTE
TENNESSEE DEPARTMENT OF
ENVIRONMENT & CONSERVATION
TRACE CREEK LOW HEAD
DAM REMOVAL
WAVERLY, HUMPHREYS COUNTY, TENNESSEE
OCTOBER 2025
CIVIL ENGINEER
LAND SURVEYOR
NORTH
NORTH
HWY. 70 E
HOLLY LN.
W MAIN ST.
LAT:36.08353
LNG:-87.82182
Sheet List Table Sheet Number Sheet Title
EC000 COVER SHEET
EC001 NOTES AND LEGEND
EC002 ESTIMATED QUANTITIES AND PROPOSED ALIGNMENT DATA
EC100 EXISTING CONDITIONS & DEMOLITION PLAN
EC101 EXISTING CONDITIONS & DEMOLITION PLAN
EC200 PROPOSED LAYOUT PLAN
EC201 PROPOSED LAYOUT PLAN
EC300 PROPOSED PROFILE
EC301 PROPOSED PROFILE
EC302 CROSS SECTIONS
EC303 CROSS SECTIONS
EC304 CROSS SECTIONS
EC305 CROSS SECTIONS
EC306 CROSS SECTIONS
EC700 PLANTING PLAN
EC701 PLANTING PLAN
EC800 DETAILS
EC801 DETAILS
EC802 DETAILS
EC900 EPSC PLAN STAGE 1
EC901 EPSC PLAN STAGE 2
EC902 EPSC PLAN STAGE 2
EC903 ESPC PLAN STAGE 3
EC904 EPSC PLAN STAGE 3
EC905 EPSC DETAILS
EC906 EPSC DETAILS
11/25/2025
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GENERAL LAYOUT NOTES
GENERAL ENVIRONMENTAL AND ECOLOGY NOTES
GENERAL NOTES
GENERAL GRADING NOTES
GENERAL UTILITY NOTES
GENERAL STREAM CONSTRUCTION NOTES
SPECIAL NOTES
LEGEND:
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EXISTING TRACE CREEK PROFILE
PROPOSED TRACE CREEK PROFILE
PROPOSED TRACE CREEK DAM PROFILE EC300
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C O
TN
C iv il
E n vi ro n m e n ta l C o n su lt an ts In c.
w w w
.c e ci n c.
co m
S e ab o ar d L an e
P h .3
.7
Su it e E
-1
F ra n k lin
T
N
NOTE TO CONTRACTOR:
Know what's below.
before you dig.Call
R
C R
O S
S S
E C
TI
O
N
STA 14+50
STA 15+00
STA 15+50
STA 16+00
EC304
8 34567 12
8 34567 12
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
D E
S C
R
IP
TI
O
N D
A
TE
N O
S U
B M
IT
TA
L R
E C
O R
D
D A
TE
D W
G S
C A
LE
D R
A W
N B
Y
C H
E C
K E
D B
Y
A P
P R
O V
E D
B Y
P R
O
JE
C T
N O
DRAWING NO.:
3-
A S
S H
O W
N
O C
TO
B
E R
K
LU
/A
LW LA
H
*J
N E
S S
E E
D E
P A
R
TM
E N
T O
F E
N V
IR
O
N M
E N
T
C O
N S
E R
V A
TI
O
N
TR
A C
E C
R E
E K
L O
W H
E A
D D
A M
R E
M O
V A
L W
A V
E R
LY
, H
U M
P H
R E
Y S
C O
TN
C iv il
E n vi ro n m e n ta l C o n su lt an ts In c.
w w w
.c e ci n c.
co m
S e ab o ar d L an e
P h .3
.7
Su it e E
-1
F ra n k lin
T
N
NOTE TO CONTRACTOR:
Know what's below.
before you dig.Call
R
C R
O S
S S
E C
TI
O
N
STA 16+50
STA 17+00
STA 17+50
STA 18+20
EC305
8 34567 12
8 34567 12
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
D E
S C
R
IP
TI
O
N D
A
TE
N O
S U
B M
IT
TA
L R
E C
O R
D
D A
TE
D W
G S
C A
LE
D R
A W
N B
Y
C H
E C
K E
D B
Y
A P
P R
O V
E D
B Y
P R
O
JE
C T
N O
DRAWING NO.:
3-
A S
S H
O W
N
O C
TO
B
E R
K
LU
/A
LW LA
H
*J
N E
S S
E E
D E
P A
R
TM
E N
T O
F E
N V
IR
O
N M
E N
T
C O
N S
E R
V A
TI
O
N
TR
A C
E C
R E
E K
L O
W H
E A
D D
A M
R E
M O
V A
L W
A V
E R
LY
, H
U M
P H
R E
Y S
C O
TN
C iv il
E n vi ro n m e n ta l C o n su lt an ts In c.
w w w
.c e ci n c.
co m
S e ab o ar d L an e
P h .3
.7
Su it e E
-1
F ra n k lin
T
N
NOTE TO CONTRACTOR:
Know what's below.
before you dig.Call
R
C R
O S
S S
E C
TI
O
N
STA 18+50
STA 19+00
STA 19+50
STA 20+00
EC306
8 34567 12
8 34567 12
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
D E
S C
R
IP
TI
O
N D
A
TE
N O
S U
B M
IT
TA
L R
E C
O R
D
D A
TE
D W
G S
C A
LE
D R
A W
N B
Y
C H
E C
K E
D B
Y
A P
P R
O V
E D
B Y
P R
O
JE
C T
N O
DRAWING NO.:
3-
A S
S H
O W
N
O C
TO
B
E R
K
LU
/A
LW LA
H
*J
N E
S S
E E
D E
P A
R
TM
E N
T O
F E
N V
IR
O
N M
E N
T
C O
N S
E R
V A
TI
O
N
TR
A C
E C
R E
E K
L O
W H
E A
D D
A M
R E
M O
V A
L W
A V
E R
LY
, H
U M
P H
R E
Y S
C O
TN
C iv il
E n vi ro n m e n ta l C o n su lt an ts In c.
w w w
.c e ci n c.
co m
S e ab o ar d L an e
P h .3
.7
Su it e E
-1
F ra n k lin
T
N
NOTE TO CONTRACTOR:
Know what's below.
before you dig.Call
R
C R
O S
S S
E C
TI
O
N
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
D E
S C
R
IP
TI
O
N D
A
TE
N O
S U
B M
IT
TA
L R
E C
O R
D
D A
TE
D W
G S
C A
LE
D R
A W
N B
Y
C H
E C
K E
D B
Y
A P
P R
O V
E D
B Y
P R
O
JE
C T
N O
DRAWING NO.:
3-
A S
S H
O W
N
O C
TO
B
E R
K
LU
/A
LW LA
H
*J
N E
S S
E E
D E
P A
R
TM
E N
T O
F E
N V
IR
O
N M
E N
T
C O
N S
E R
V A
TI
O
N
TR
A C
E C
R E
E K
L O
W H
E A
D D
A M
R E
M O
V A
L W
A V
E R
LY
, H
U M
P H
R E
Y S
C O
TN
C iv il
E n vi ro n m e n ta l C o n su lt an ts In c.
w w w
.c e ci n c.
co m
S e ab o ar d L an e
P h .3
.7
Su it e E
-1
F ra n k lin
T
N
NOTE TO CONTRACTOR:
Know what's below.
before you dig.Call
R
NORTH
M A
TC
H
L
IN
E S
E E
S H
E E
T E
C
EC700
P
LA
N
TI
N G
P
LA
EC701
8 34567 12
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
D E
S C
R
IP
TI
O
N D
A
TE
N O
S U
B M
IT
TA
L R
E C
O R
D
D A
TE
D W
G S
C A
LE
D R
A W
N B
Y
C H
E C
K E
D B
Y
A P
P R
O V
E D
B Y
P R
O
JE
C T
N O
DRAWING NO.:
3-
A S
S H
O W
N
O C
TO
B
E R
K
LU
/A
LW LA
H
*J
N E
S S
E E
D E
P A
R
TM
E N
T O
F E
N V
IR
O
N M
E N
T
C O
N S
E R
V A
TI
O
N
TR
A C
E C
R E
E K
L O
W H
E A
D D
A M
R E
M O
V A
L W
A V
E R
LY
, H
U M
P H
R E
Y S
C O
TN
C iv il
E n vi ro n m e n ta l C o n su lt an ts In c.
w w w
.c e ci n c.
co m
S e ab o ar d L an e
P h .3
.7
Su it e E
-1
F ra n k lin
T
N
NOTE TO CONTRACTOR:
Know what's below.
before you dig.Call
R
NORTH
P
LA
N
TI
N G
P
LA
N
M A
TC
H
L
IN
E S
E E
S H
E E
T E
C
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
D E
S C
R
IP
TI
O
N D
A
TE
N O
S U
B M
IT
TA
L R
E C
O R
D
D A
TE
D W
G S
C A
LE
D R
A W
N B
Y
C H
E C
K E
D B
Y
A P
P R
O V
E D
B Y
P R
O
JE
C T
N O
DRAWING NO.:
3-
A S
S H
O W
N
O C
TO
B
E R
K
LU
/A
LW LA
H
*J
N E
S S
E E
D E
P A
R
TM
E N
T O
F E
N V
IR
O
N M
E N
T
C O
N S
E R
V A
TI
O
N
TR
A C
E C
R E
E K
L O
W H
E A
D D
A M
R E
M O
V A
L W
A V
E R
LY
, H
U M
P H
R E
Y S
C O
TN
C iv il
E n vi ro n m e n ta l C o n su lt an ts In c.
w w w
.c e ci n c.
co m
S e ab o ar d L an e
P h .3
.7
Su it e E
-1
F ra n k lin
T
N
NOTE TO CONTRACTOR:
Know what's below.
before you dig.Call
R
EC800
D E
TA
IL
S
PLAN VIEW
TIEBACK DETAIL
SECTION A-A
A
A
STONE TOE BUILT INTO RECONSTRUCTED BANK
SECTION B-BB B
BRUSH LAYERING PLANT SCHEDULE
BOTANICAL NAME COMMON NAME
COIR FIBER EROSION CONTROL BLANKET
LONGITUDINAL STONE TOE PROTECTION
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
D E
S C
R
IP
TI
O
N D
A
TE
N O
S U
B M
IT
TA
L R
E C
O R
D
D A
TE
D W
G S
C A
LE
D R
A W
N B
Y
C H
E C
K E
D B
Y
A P
P R
O V
E D
B Y
P R
O
JE
C T
N O
DRAWING NO.:
3-
A S
S H
O W
N
O C
TO
B
E R
K
LU
/A
LW LA
H
*J
N E
S S
E E
D E
P A
R
TM
E N
T O
F E
N V
IR
O
N M
E N
T
C O
N S
E R
V A
TI
O
N
TR
A C
E C
R E
E K
L O
W H
E A
D D
A M
R E
M O
V A
L W
A V
E R
LY
, H
U M
P H
R E
Y S
C O
TN
C iv il
E n vi ro n m e n ta l C o n su lt an ts In c.
w w w
.c e ci n c.
co m
S e ab o ar d L an e
P h .3
.7
Su it e E
-1
F ra n k lin
T
N
NOTE TO CONTRACTOR:
Know what's below.
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R
EC801
D E
TA
IL
S
BOULDER STRUCTURE SPECIFICATIONS
SECTION A-A
PLAN VIEW
A
A (THIS DETAIL)B
B (THIS DETAIL)
SECTION B-B
BOULDER VANE DETAIL
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
D E
S C
R
IP
TI
O
N D
A
TE
N O
S U
B M
IT
TA
L R
E C
O R
D
D A
TE
D W
G S
C A
LE
D R
A W
N B
Y
C H
E C
K E
D B
Y
A P
P R
O V
E D
B Y
P R
O
JE
C T
N O
DRAWING NO.:
3-
A S
S H
O W
N
O C
TO
B
E R
K
LU
/A
LW LA
H
*J
N E
S S
E E
D E
P A
R
TM
E N
T O
F E
N V
IR
O
N M
E N
T
C O
N S
E R
V A
TI
O
N
TR
A C
E C
R E
E K
L O
W H
E A
D D
A M
R E
M O
V A
L W
A V
E R
LY
, H
U M
P H
R E
Y S
C O
TN
C iv il
E n vi ro n m e n ta l C o n su lt an ts In c.
w w w
.c e ci n c.
co m
S e ab o ar d L an e
P h .3
.7
Su it e E
-1
F ra n k lin
T
N
NOTE TO CONTRACTOR:
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R
EC802
D E
TA
IL
S
LIVE STAKES
Table 7.9-1 Preferred seed mixes using native or naturalized plants and planting dates.
15 Browntop millet* (nurse crop) 5 little bluestem 2 switch grass 2 tall dropseed 5 sideoats gramma 2 black-eyed susan 2 partridge pea 1 greyheaded coneflower
High maintenance
Low maintenance, Slopes and Poor, shallow soils
Low maintenance, Moderate Slopes, soils>6 in. depth
Mar 21 - May 30 Sept 15 - Oct 25
Mar 21 - May 30 Sept 15 - Oct 25
Feb 15 - Apr 15
Feb 15 - May 30 Aug 25 - Sept 15
Aug 30 - Oct 15
Feb 15 - May 30 Aug 25 - Sept 15
Region
II
Rate/Mix (Ib/ac PLS)MarginalBestZone
15 Browntop millet* (nurse crop) 5 purpletop 5 little bluestem 5 Virginia wild rye 2 black-eyed susan 2 partridge pea 1 greyheaded coneflower
15 Browntop millet* (nurse crop) 2 partridge pea 45 Red fescue* 45 hard fescue* 25 chewing fescue*
TEMPORARY SEEDING CONSTRUCTION SPECIFICATIONS PERMANENT SEEDING NOTES
TEMPORARY COVER SEEDING MXTURES
May 1 - Aug. 15
Aug 15 - Dec. 31
Jan. 1 -May 1
MulchSoil AmendmentsGrass SeedSeeding Dates Maintenance
Oats (60 lbs/Acre)
Rye (120 lbs/Acre)
Brown Top Millet (30 lbs/Acre)
Oats (30 lbs/Acre)
Winter Wheat (30 lbs/Acre)
Follow recommendations of soil tests or Apply 2,000 lbs/Acre ground agricultural limestone and 750 lbs/Acre
10-10-10 fertilizer.
Apply 4,000 lbs/Acre straw.
Anchor straw by tacking with asphalt, Netting, or a Mulch anchoring tool.
a disk with blades set nearly straight can be used as a mulch anchoring tool.
Refertilize if growth is not fully adequate.
Ressed, Refertilize and Mulch immediately following erosion or other damage.
SEEDING SPECIFICATIONS
LIVE STAKE NOTES
DECIDUOUS TREE PLANTING DETAIL TYPICAL SLOPE PLANTING
PLAN VIEW
TREE PLANTING DETAILS
TREE PROTECTION DETAIL
EC900
8 34567 12
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
D E
S C
R
IP
TI
O
N D
A
TE
N O
S U
B M
IT
TA
L R
E C
O R
D
D A
TE
D W
G S
C A
LE
D R
A W
N B
Y
C H
E C
K E
D B
Y
A P
P R
O V
E D
B Y
P R
O
JE
C T
N O
DRAWING NO.:
3-
A S
S H
O W
N
O C
TO
B
E R
K
LU
/A
LW LA
H
*J
N E
S S
E E
D E
P A
R
TM
E N
T O
F E
N V
IR
O
N M
E N
T
C O
N S
E R
V A
TI
O
N
TR
A C
E C
R E
E K
L O
W H
E A
D D
A M
R E
M O
V A
L W
A V
E R
LY
, H
U M
P H
R E
Y S
C O
TN
C iv il
E n vi ro n m e n ta l C o n su lt an ts In c.
w w w
.c e ci n c.
co m
S e ab o ar d L an e
P h .3
.7
Su it e E
-1
F ra n k lin
T
N
NOTE TO CONTRACTOR:
Know what's below.
before you dig.Call
R
E P
S C
P
LA
N S
TA
G
E
W. MAIN ST.
SH
ER
W O
O D
D R
HOLLY LN.
HIGHWAY 70W
C H
ER
O
KEE D
R
EPSC NOTES:
NORTH
EC901
8 34567 12
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
D E
S C
R
IP
TI
O
N D
A
TE
N O
S U
B M
IT
TA
L R
E C
O R
D
D A
TE
D W
G S
C A
LE
D R
A W
N B
Y
C H
E C
K E
D B
Y
A P
P R
O V
E D
B Y
P R
O
JE
C T
N O
DRAWING NO.:
3-
A S
S H
O W
N
O C
TO
B
E R
K
LU
/A
LW LA
H
*J
N E
S S
E E
D E
P A
R
TM
E N
T O
F E
N V
IR
O
N M
E N
T
C O
N S
E R
V A
TI
O
N
TR
A C
E C
R E
E K
L O
W H
E A
D D
A M
R E
M O
V A
L W
A V
E R
LY
, H
U M
P H
R E
Y S
C O
TN
C iv il
E n vi ro n m e n ta l C o n su lt an ts In c.
w w w
.c e ci n c.
co m
S e ab o ar d L an e
P h .3
.7
Su it e E
-1
F ra n k lin
T
N
NOTE TO CONTRACTOR:
Know what's below.
before you dig.Call
R
E P
S C
P
LA
N S
TA
G
E
M A
TC
H
L
IN
E S
E E
S H
E E
T E
C
EPSC NOTES:
EC902
8 34567 12
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
D E
S C
R
IP
TI
O
N D
A
TE
N O
S U
B M
IT
TA
L R
E C
O R
D
D A
TE
D W
G S
C A
LE
D R
A W
N B
Y
C H
E C
K E
D B
Y
A P
P R
O V
E D
B Y
P R
O
JE
C T
N O
DRAWING NO.:
3-
A S
S H
O W
N
O C
TO
B
E R
K
LU
/A
LW LA
H
*J
N E
S S
E E
D E
P A
R
TM
E N
T O
F E
N V
IR
O
N M
E N
T
C O
N S
E R
V A
TI
O
N
TR
A C
E C
R E
E K
L O
W H
E A
D D
A M
R E
M O
V A
L W
A V
E R
LY
, H
U M
P H
R E
Y S
C O
TN
C iv il
E n vi ro n m e n ta l C o n su lt an ts In c.
w w w
.c e ci n c.
co m
S e ab o ar d L an e
P h .3
.7
Su it e E
-1
F ra n k lin
T
N
NOTE TO CONTRACTOR:
Know what's below.
before you dig.Call
R
E P
S C
P
LA
N S
TA
G
E
M A
TC
H
L
IN
E S
E E
S H
E E
T E
C
EC903
8 34567 12
A
B
C
D
E
F
G
H
A
B
C
D
E
F
G
H
D E
S C
R
IP
TI
O
N D
A
TE
N O
S U
B M
IT
TA
L R
E C
O R
D
D A
TE
D W
G S
C A
LE
D R
A W
N B
Y
C H
E C
K E
D B
Y
A P
P R
O V
E D
B Y
P R
O
JE
C T
N O
DRAWING NO.:
3-
A S
S H
O W
N
O C
TO
B
E R
K
LU
/A
LW LA
H
*J
N E
S S
E E
D E
P A
R
TM
E N
T O
F E
N V
IR
O
N M
E N
T
C O
N S
E R
V A
TI
O
N
TR
A C
E C
R E
E K
L O
W H
E A
D D
A M
R E
M O
V A
L W
A V
E R
LY
, H
U M
P H
R E
Y S
C O
TN
C iv il
E n vi ro n m e n ta l C o n su lt an ts In c.
w w w
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Know what's below.
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EC904
8 34567 12
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S S
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A C
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F ra n k lin
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N
NOTE TO CONTRACTOR:
Know what's below.
before you dig.Call
R
EC905
E P
S C
D E
TA
IL
S
TEMPORARY CONSTRUCTION ENTRANCE/EXIT
PLAN VIEW
PROFILE VIEW
® SOXX™ (12" TYPICAL)
SECTION
FILTER SOCK SILT FENCE WITH WIRE BACKING
SECTION VIEW
A
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D W
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C H
E C
K E
D B
Y
A P
P R
O V
E D
B Y
P R
O
JE
C T
N O
DRAWING NO.:
3-
A S
S H
O W
N
O C
TO
B
E R
K
LU
/A
LW LA
H
*J
N E
S S
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P A
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F E
N V
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N M
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C O
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A C
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S e ab o ar d L an e
P h .3
.7
Su it e E
-1
F ra n k lin
T
N
NOTE TO CONTRACTOR:
Know what's below.
before you dig.Call
R
EC906
E P
S C
D E
TA
IL
S
SEDIMENT FILTER BAG
PLAN
SECTION
STREAM CONSTRUCTION ENTRANCE
TEMPORARY COFFERDAM
| Sheets and Views |
| EC000 COVER SHEET |
| EC001 NOTES AND LEGEND |
| EC002 ESTIMATED QUANTITIES AND PROPOSED ALIGNMENT DATA |
| EC100 EXISTING CONDITIONS & DEMOLITION PLAN |
| EC101 EXISTING CONDITIONS & DEMOLITION PLAN |
| EC200 PROPOSED LAYOUT PLAN |
| EC201 PROPOSED LAYOUT PLAN |
| EC300 PROPOSED PROFILE |
| EC301 PROPOSED PROFILE |
| EC302 CROSS SECTIONS |
| EC303 CROSS SECTIONS |
| EC304 CROSS SECTIONS |
| EC305 CROSS SECTIONS |
| EC306 CROSS SECTIONS |
| EC700 PLANTING PLAN |
| EC701 PLANTING PLAN |
| EC800 DETAILS |
| EC801 DETAILS |
| EC802 DETAILS |
| EC900 EPSC PLAN STAGE 1 |
| EC901 EPSC PLAN STAGE 2 |
| EC902 EPSC PLAN STAGE 2 |
| EC903 ESPC PLAN STAGE 3 |
| EC904 EPSC PLAN STAGE 3 |
| EC905 EPSC DETAILS |
| EC906 EPSC DETAILS |
File details come from the government source that posted it. Updated .