SW6091006_Plansheets_20100108

n
7
***SAFETY PAYS'
1
v
10 _'y1
9
FA
R.
250 0 500
SCALE IN FEET
0
5
n
s=�
STABO LOOP
0
LAT N35.1108 rl
LONG W79.0064 72-
J
MCvoC:l,_:7'
SITE
LOCATION MAP - FORT BRAGG, N.C.
SCALE: 1 "=500'
o C-1
STORMWATER MANAGEMENT PLAN
FOR
SOF INDOOR BAFFLE RANGE
FORT BRAGG, NORTH CAROLINA
OAAG
010e 9 83J
08:1-8N3Q
5000 0 10000
SCALE IN FEET
VICINITY MAP - FORT BRAGG. N.C.
SCALE: 1 "=10000'
INDEX OF SHEETS
SHEET NO. DESCRIPTION
C-100 CIVIL INDEX, VICINITY AND LOCATION MAP
C-103 GRADING/EROSION CONTROL PLAN
C-104 STORMWATER MANAGEMENT PLAN
C-500 EROSION CONTROL DETAILS su6o9 00� e.��
C-501 EROSION CONTROL DETAILS Sc�
c<<oo 7 si.sj
CONTACT PERSON SHOULD EROSION CONTROL ISSUES
ARISE DURING LAND -DISTURBING ACTIVITY:
MR. LEE P. WARD
[phone], EXT. 218
[phone]FAX
PROJECT DRAINS TO PERSIMMON CREEK IN THE CAPE FEAR RIVER BASIN.
PROJECT SITE SOILS ARE BaB - BLANEY LOAMY SAND
2 TO 8 PERCENT SLOPES
TOTAL DISTURBED AREA = 2.50 ACRES
CAR0�i��%
O, OFFS
i� AL • •r'
036724 -
US Army Corps
of Engineers
Savannah District
Q
W Q
Z� Z
—�O
;ZQ
-VU
U>O
�
J 37
U O
Lt
LH
a o �../
coo
0(5
0009 W
z
z
om
�
CO)
Sheet
reference
number.
C-100
Sheet of XX
is
NCa
***SUPPORT VALUE ENGINEERING - IT PAYS***

""SAFETY PAYS'
I I A I B I c I D I E I F I _ G _ I H I I I
1
LEGEND
TEMPORARY CONSTRUCTION
SEE DETAIL 2, SHEET C-500
LIMITS OF DISTURBANCE
SILT FENCE
SEE DETAIL 3, SHEET ii
TEMPORARY SWALE
— TS -' SEE DETAIL 1, SHEET C-500
325 CONTOUR ELEVATION LABEL
TST#Z TEMPORARY SEDIMENT TRAP
SEE DETAIL 4, SHEET C-500
2 :1
ROCK INLET SEDIMENT TRAP
13 TYPE'C'
SEE DETAIL 3, SHEET C-501
ROCK SILT CHECK
TYPE'R
SEE DETAIL 1, SHEET C-501
SOIL STOCKPILE AREA
® PREFORMED SCOUR HOLE
3 SEE DETAIL 2, SHEET C-601
�g PERMANENT TRAPEZOIDAL
GRASS CHANNEL
SEE DETAIL 1, SHEET C-500
4
5
w
WX
EXISTING \STABO LOOP
SIGNAL VAULT \ \
EXISTING \ \
ELECTRIC MANHOLE \
EXISTING WATERVALVE \\
WITH CONCRETEPAD \ EXISTING ASPHALT
WOOD\ PARKING
RETAEXISTINING'WALL
BENCHMARK I \
IRON ROD
ELEV=304.39
M
BENCHMARK
IRON ROD
ELEV=310.81 e
c
EXISTING +
CONSTRUCTION
INSTALL SILT FENCE TRAILER
BEHIND OFFICE
/
1ZWx50'Lx8"D
GRAVEL CONSTRUCTION �+ /
ENTRANC
/ STOI
rSIGN
rI
/
1 /
l"o'oql
-
00,
/' WOODED----
/ AREA-
J /
/ DI URBE AREA
/
ROCK SILT #0S/
/ C/H [ECK DA*-
/050 -
I ROCK 1NLETi
/SEDI ENT(TRAP
/ j INSTALL $ILT FENCE FROM TST #1 ' - -
1 TO THE'NORTH AT THE -DOWNHILL - - _ - - - - - -- -- -
- TOE 6F SLOPE.OF SWALE
-/ /- _ 4'-EMERGENCY/' / - -- -- -
/ SPILLWAY - - - - - - - - - - -
INSTALL SILT FENCE FR T #1--
- W
TO THE SO AT - THE ATHE DOWNHILL _
i
JOE OF -SLOPE OF SWALE
EXISTING -- - - _ - -- -- - - - -
EXISTING ONCR 305.7
CONCRETE PAD 305.8 6' C / 305.9 / I
ASPHALT EXISTING 4" WOOD I
PARKING RETAINING WALL I I\ I I 305.9
306 /
EXISTING III -(! 105.8
WOOD SHEDSAD I I INFILTRATION 3 1
306.0
305..ON CONCRETE PC9 N=495193.3481
F II \ I � E=1997817.3966
N v 'INOOOFFE059
306.6
1 /
m '
EXISTING-
STEAM LINES I �v
(AP LOTE
CATION)I 1
EXISTING N td
BUILDING I
E2048
`7S�
qw0wol`\ -'mIJ'--TS—
7"mom
/
DISTURBED LIMITS /
�SRNtCREO
to MN
EXISTING WALK /
BENCHMARK - -
NAIL
ELEV=303�2 WOODED ,
AREA
/ I
i r -
Cl /<r
306.7 - WAix '
i
� J
I ;
,NAIL /
IELEV�300.22)
SOIL STO KPILE AREA I I
y1flTH SIL FENCE
l /
T
II
I
I
II
II
WETLANDS-
- - - - - - - - -
;INFILTRATION 1
N=495237.814b -
I - E=1997905.1031-
INOILTRATIOWI 1A—
c I I I 4952�4.3394 - ------ - ----- --- --- -
j E=1118j880.655� - -
/ - - WOODED
AREA
INFILTRATION 2
N=49 151.1345 - - - - - - -
119 7$75,9307_
i DIF IiB�DILIOITS --
18' EMERGENGIL -
I SPILLWAY
EXISTING PLK `, \ / I I
/ TEMPORARY -
'SILT FENCE \ \
\ I
\ 1 I II I'111
/ I � IWOOftiED I 1 1
AR�A / II
TEMPORARY SEDIMENT TRAP SCHEDULE
DRAINAGE
AREA
BASIN NO. (ACRES)
DISTURBED
AREA
(ACRES)
EMERGENCY
Qt0 SPILLWAY
(CFS) BASIN DIMENSIONS LENGTH
REQUIRED
REQUIRED SURFACE
VOL. (CF) AREA
TST#1 1 0.31
1 0,31
1.0 16. 01
X
1 32.0
1 X
4.50
1536 512
TST#2 1 2.29
1 2.05
1 6.9 1 2.01
X
1 84.0
1X
4.50
10584 1 3528
14101 4V 20' 0 40'
too 0�-*
(f 'P aj SCALE: 1"= 40'1
US Army Corps
of Engineers
Savannah District
S
N
J
0 0)
O Z
u)g
w
WJO
_Z F-
25 Z
9°
V
z
zJ
Z
LLI U
O
mHL
z
U
Of
CD
LU
zM
U. m
O
Sheet
reference
number.
C-103
Sheet pf XX
'SUPPORT VALUE ENGINEERING - IT PAYS***

***SAFETY PAYS***
I I A I B I C I D I E L F I G I H
1
2
3
4
'i
u
r'mh F2`��✓^',$qp
(ri;�sc %+lra.'>s".�@�R,
NOTE: CONTRACTOR SHALL TIE ROOF DRAINS TO DRAINAGE
COLLECTION SYSTEM USING 12" PVC PIPE CONFORMING TO
ASTM F949. MINIMUM PIPE SLOPE SHALL BE 1.00%.
A�
T.O.B.-
-
TOE OF SLOPE
I III ►II I
I III III I
I III III I
I ll Ir 111 I
\Ao--------------- -----_ --
-------------
--
A�
Eel M101 . u_
A -A DETAIL OF
GRASSED STORMWATER
INFILTRATION BASIN
BASIN TOP BASIN TOP
ELEVATION ELEVATION
Natural Natural Ground
Ground - - - - - - - - _ _ _ _ _ _ _ 02
0.5' MIN. 1.
�t 3•
OUTLET SIDE OF BASIN
OUTLET SIDE OF
BASIN TOP ELEV.
SEE STORMWATER BASIN TABLE
FOR BOTTOM ELEVATION
INFILTRATION BASIN TABLE
Basin #
Bottom Length
Bottom Width
Bottom Eleletion
Seasonal High
Water Table
Storage
Ele%etion
1
96
1 20
1 301.40
1 TBD
304.30
LEGEND
INFILTRATION BASIN
O DROP INLET
STORM PIPE
PERMANENT GRASS SWALE
SOIL TEST LOCATION
e BENCHMARK
BENCHMARK
IRON ROD
ELEV=310.81 e
EXISTING
CONSTRUCTION
TRAILER
Vk N 23.58'2W W
w x 16.89
r EXISTING \ STABO LOOSO,
SIGNAL VAULT
ELECTRIC MANHOLE \
\ \ EXISTING WATE�VALVE \\ \ \
WITH CONCRETE PAD \ EXISTING ASPHALT /
/ \EXISTING VWp \ PARKING /
`- �' II � ET INING WAILOD -,_ ,,,,. , ,
�I<
I VI I
rING
NES
ION
GRADE TO DRAIN
n Dh
305.9
. 3105.8
a�
�I da
�I II
ad
LAW x
6' CONCRETE WALK 305.7
� / 305.8 /
—sob / C�
' .INFILTRATION 3 / j° ---
N=495193.3481
GW4G E=1997817.3966
..'00( FFER1E .5
S ALE #2 -/
2' ASE TRAPEZOIDAL I as DI#3
DI CH W/ 3:1 SIDES
LJ _ /
DI#2 / ' 15' CANT
1305.7 - - aVA1 K
/A
/ OHO—
/ L i
/ WOODED-
i AREA-
/ / /SWALE#
2' BASS TRAPEZOIDAL
DITCH W/ 3:1 §IDES LINE-
/ rtH 60 S ARM
/ 1 / 6 •Y , 'V W / t
VA/ - -
EXISTING----
--- ----
I f WETLAN_DsS - - - - " - - - -- - - - - -
wINFILTRAT'ON1 -- - ------------- ---
i�t WL N=495237.1149 -
305. 03 E=1997905.1031-
`- _ — _
_ _ - - - - -
E' Z p `I I W / IN#ILTRATIWIA-
00 Z/ I { I, % -495: .3394 - --------------- ---
/ E 1997880.6555
m / I I ' ' — — ' WOODED
/ P%�E4ORMED SCOUFLHQLE (TYP) AREA — — —
I SE DET�1 L �HEET G501 — — - — — -- — — — — — — — —
xce.
V I ( / I
/ INS FILTF,0MON2 _ - - - - - - - - -
N=49$151.1345-
i t=19975,8307
X
i'
�1NG EN
I
\
PROJECT LIMITS
,
ooTV0
I
EXIST�NG W LK
(SWM AND DPW) I
SO
BENCHMARK/—
}
NAIL I I
—
I
10' OVERFLOW WEIR\,
�RESi
ELEV0300.221
I
ELEV. 304.3 \ \
LINE WITH 100 Sal SRN
'
$
40 TONS CLASS'XIP RAP \
I
S.J G 01 IV" i. 8.. b
C io4
BENCHMARK -
- - J
1 NAIL j
ELEV=303�2 /
WOODED
/
AREA
/ /
/
II 1 1
I
WOOED I li
AREA 1 iLL
9 SCALE: 1 "= 40'-0"
US Army Corps
of Engineers
Savannah District,
i
i
LU 0 J
�M
O
J
u.
°
Z U
00
C
z
LL m
Nw
O
Sheet
reference
number.
C-104
Sheet 9f XX
31
***SUPPORT VALUE ENGINEERING - IT PAYS***

***SAFETY PAYS***
A I B I G I D _ I E I IF I G I H
2
Kj
0
5
FORT BRAGG SEEDING SPECIFICATION:
1. AREA WILL BE TILLED TO 4" DEPTH
2. APPLY LIME AT 70 POUNDS PER 1000 SQUARE FEET, OR 1.5 TONS PER ACRE
3. APPLY 10-20-20 FERTILIZER AT A RATE OF 850 POUNDS PER ACRE OR 20 POUNDS
PER 1000 SQUARE FEET. THE FERTILIZER SHOULD BE EITHER SLOW TIME RELEASE
OR APPLIED IN TWO APPLICATIONS, HALF AT TIME OF PLANTING AND THE SECOND
HALF AFTER PERMANENT SEED GERMINATES.
4. THE LIME AND FERTILIZER WILL BE WORKED INTO THE TOP 2 TO 4 INCHES OF SOIL
PRIOR TO SEEDING.
5. SEED MIX AND RATE:
PERMANENT SEEDING
"COOL SEASON": PLANTED BETWEEN 1 SEPTEMBER AND FEBRUARY 28
50 POUNDS PER ACRE SOFT RED WINTER WHEAT (TRITICUM SPELTA). NO RYE GRASS
25 POUNDS PER ACRE COMMON BERMUDA (CYNODON DACTYLON), HULLED
25 POUNDS PER ACRE COMMON BERMUDA (CYNODON DACTYLON), UNHULLED
'WARM SEASON': PLANTED BETWEEN 1 MARCH AND 31 AUGUST
50 POUNDS PER ACRE GERMAN (SETARIA ITALICA) , BROWN TOP (SETARIA ITALICA),
OR FOX TAIL MILLET (BRACHIARIA RAMOSUM)
50 POUNDS PER ACRE COMMON BERMUDA (CYNODON OACTYLON), HULLED
TEMPORARY SEEDING
"COOL SEASON': PLANTED BETWEEN 1 SEPTEMBER AND FEBRUARY 28
120 POUNDS PER ACRE SOFT RED WINTER WHEAT (TRITICUM SPELTA)
"WARM SEASON": PLANTED BETWEEN 1 MARCH AND 31 AUGUST
65 POUNDS PER ACRE GERMAN (SETARIA ITALICA), BROWN TOP (SETARIA ITALICA),
OR FOX TAIL MILLET (BRACHIARIA RAMOSUM)
STRAW MULCH: 4,000 POUNDS PER ACRE. THE GROUND SHOULD BE COMPLETELY
COVERED WITH NO BARE SPOT LARGER THAN A QUARTER, THEN TACKED WITH
EMULSIFIED ASPHALT. EMULSIFIED ASPHALT SHALL BE APPLIED AT A RATE HEAVY
ENOUGH THAT THE ENTIRE AREA APPEARS BLACK IN COLOR.
HYDROSEEDING: HYDROSEEDING SHALL ONLY BE ALLOWABLE ON SLOPES STEEPER
THAN 1 HORIZONTAL TO 1 VERTICAL. STEPS 1 THROUGH 4 MUST BE COMPLETED
PRIOR TO HYDROSEEDING. HYDROSEEDING SHOULD BE APPLIED IN TWO
APPLICATIONS. THE FIRST APPLICATION WILL CONSIST OF 113 OF THE MULCH AND 2/3
OF THE SEED AND THE SECOND APPLICATION WILL CONSIST OF 213 OF THE MULCH
AND 1/3 OF THE SEED. THE MULCH WILL INCLUDE A TACKIFIER AND WILL BE APPLIED
AT A RATE OF 2,000 POUNDS PER ACRE OR THE MANUFACTURER'S
RECOMMENDATION, WHICHEVER IS HIGHER.
6. UPON COMPLETION OF THE PROJECT, PRIOR TO LEAVING THE SITE, THE WATER
MANAGEMENT BRANCH SHALL BE NOTIFIED TO INSPECT THE PROJECT. POC MR.
JACK WILSON AT 396-2301, EXTENSION 224.
CONSTRUCTION SEQUENCE
1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
2. FLAG THE WORK LIMITS.
3. HOLD PRECONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING CONSTRUCTION. THE C.O.E.
ENVIRONMENTAL SPECIALIST SHALL BE NOTIFIED OF THE DATE, TIME AND LOCATION OF THE MEETING BY CALLING
[phone] EXT. 223.
4. INSTALL TEMPORARY CONSTRUCTION ENTRANCE.
5. INSTALL TEMPORARY SWALES AS SHOWN ON PLANS.
6. INSTALL TEMPORARY SEDIMENT TRAPS.
7. COMPLETE SITE CLEARING AND GRUBBING.
8. COMPLETE FINAL GRADING OF GROUNDS, TOPSOIL CRITICAL AREAS, AND PERMANENTLY VEGETATE AND MULCH.
GROUNDCOVER SHALL BE PROVIDED ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF
ANY PHASE OF GRADING.
9. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE INSPECTED WEEKLY AND AFTER RAINFALL EVENTS.
NEEDED REPAIRS WILL BE MADE IMMEDIATELY.
10. ENSURE ALL SWALES AND TEMPORARY SEDIMENT TRAPS ARE CLEARED OF CONSTRUCTION DEBRIS AND EXCESS
SEDIMENT.
11. AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANENT VEGETATION ON THE
DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS OF COMPLETION OF CONSTRUCTION.
12. ESTIMATED TIME BEFORE FINAL STABILIZATION-2 MONTHS
DIVERSION DIKE
IN FILL SECTION
(GRASS LINED SWALE)
2'
AIl D=1.5'(MIN) (MIN)
T
GROUND 0'-1' BASE \ PROPOSED
FINISHED
(Not to Scale) GRADE
GRASS SWALE
SCALE: NTS
2" TO 3" COARSE
AGGREGATE STONE
8 IN. MIN. DEPTH -
EXISTING
ROADWAY
1
g"
L
MIN
T
DIVERSION DIKE
IN CUT SECTION
(GRASS LINED SWALE)
D- (MIN)
EXISTING
�•� GROUND
40
r PROPOSED FINISHED
0'-1' BASE GRADE
( Not to Scale)
RARY & PER
3,600 CU FT/ACRE
OF DISTURBED AREA
NOTES:
1.
TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS
SHALL BE PROVIDED.
2.
ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR UTILIZATION
BY ALL CONSTRUCTION VEHICLES.
3.
MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS. PERIODIC
TOPDRESSING WITH STONE WILL BE NECESSARY.
4.
ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE CLEANED
UP IMMEDIATELY.
S.
GRAVEL CONSTRUCTION ENTRANCE SHALL BE LOCATED AT ALL
���
POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED.
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE
^`I
MUST BE PROVIDED.
NEW CONSTRUCTION
70' MIN.
FILTER FABRIC UNDER STONE
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
SCALE: NTS
TOP AND BOTTOM STRAP
SHALL BE 10 GAUGE MIN.
VAIN
NOTES:
1. WIRE SHALL BE A MINIMUM OF 32" IN
WIDTH AND SHALL HAVE A MINIMUM OF
6 LINE WIRES WITH 12" STAY SPACING.
2. FILTER FABRIC SHALL BE A MINIMUM
OF 36" IN WIDTH AND SHALL BE
FASTENED ADEQUATELY TO THE WIRE
AS DIRECTED BY THE ENGINEER.
3. STEEL POST SHALL BE 5'-0" IN HEIGHT
AND BE OF THE SELF -FASTENER
ANGLE STEEL TYPE.
8' MAX. WITH WIRE ►►►{{{
G'MAX WITHOUT WIRE) I
MIDDLE AND VERTICAL WIRES
SHALL BE 12%GAUGE MIN.
FILTER FABRIC
FILTER FABRIC
--�
COMPACTED FILL
TEMPORARY SILT
SCALE: NTS
STEEL POST - Z-0" DEPTH
EXTENSION OF FABRIC AND
WIRE INTO TRENCH
12" THICK #57 WASHED STONE
PLACED ON INSIDE FACE
1
1.6 SEDIMENT) (J
STORAGE ZONE
COIR BAFFLES
ON STEEL POSTS
u�
FILTER
FABRIC
1r
CLASS B RIP RAP
5'-0"
MIN.
2:1 SIDE SLOPE
MAX.
4:1 SIDE SLOPE
MAX.
TER FABRIC
OVERFILL 6"
FOR SETTLEMENT
EMERGENCY BY-PASS
6" BELOW SETTLED
TOP OF DAM
NOTES: STONE SECTION
1. INSPECT BASINS AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE THE
TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN
DEPTH OF THE TRAP. REPLACE CONTAMINATED PART OF GRAVEL FACE.
2. REPLACE ANY RIP RAP DISPLACED FROM THE SPILLWAY IMMEDIATELY.
3. AFTER THE SEDIMENT PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED REMOVE THE
STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS
AND STABILIZE PROPERLY.
4. DIRECT EMERGENCY BYPASS TO NATURAL, STABLE AREAS. LOCATE BYPASS OUTLET SO THAT FLOW WILL
NOT DAMAGE THE EMBANKMENT.
5. WEIRS SHALL BE INSTALLED SO THAT FLOW IS DIRECTED AWAY FROM DOWNSLOPE DIVERSION DITCHES.
6. ALL TEMPORARY SEDIMENT TRAPS SHALL HAVE BAFFLES INSTALLED AS SHOWN. THE CONTRACTOR
SHALL NOT DAMAGE ANY BAFFLES WHEN CLEANING SEDIMENT FROM THE TRAP. ANY DAMAGED BAFFLES
SHALL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
7. BAFFLES SHALL BE COIR FIBER ATTACHED TO W STEEL POSTS AT 4' SPACING. POSTS SHALL BE DRIVEN AT
LEAST T INTO THE GROUND. COIR FIBER MAT SHALL BE ATTACHED TO STEEL POSTS WITH WIRE AND
STAPLED INTO BOTTOM AND SIDE SLOPES OF BASIN WITH 12" STAPLES.
COIR FIBER
DIMENSIONS
TRAP N0,
MIN. CAPACITY
CU. FT.
DEPTH
Fr.
LENGTH
Fr.
WIDTH
FT.
WEIR LENGTH
FT.
1
1,536
3.5
32
16
4
2
10,584
3.5
84
42
8
TEMPORARY SEDIMENT TRAP
SCALE: NTS
SWGo91��t. i.B.ld
Bet
c, s
CONTACT PERSON RESPONSIBLE FOR
EROSION CONTROL MEASURES:
CRAIG LANTZ
[phone]
NOTE: IT IS AN ONGOING REQUIREMENT DURING ALL OPERATIONS
TO INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES
WEEKLY AND/OR AFTER ANY RAINFALL EVENT.
PERFORM REQUIRED MAINTENANCE IMMEDIATELY.
FOR THE PROPOSED INDOOR GUN RANGE AT FORT BRAGG.
931. c1
US Army Corps
of Engineers
Savannah District
a w
oA
J
/
0�/
I.I�,
Z
OQ
Z ~
co LU
V
0�/
w
W
Z
LU
00
J2:
O
W
u-
Qz
m0
Z
U
00
LU
o�
Z
m
-
coFco
Sheet
reference
number:
C-500
Sheet of XX
**`SUPPORT VALUE ENGINEERING - IT PAYS***