HomeMy WebLinkAboutClearwell Baffling & Chemical Feed Replacement Project (3)
Augusta Richmond GA
DOCUMENT NAME: Clew \Je.. \ \ ~ 0..4- \; ":J -\' C h erA; LJ ~ ce d
?1 LQ)~e. ~en.J- rp{bj~ (+-
DOCUMENTTYPE: ChCl(l~ 0 (Je,r-
YEAR:
1ob'
BOX NUMBER:
1J-
FILE NUMBER:
I S~I~
NUMBER OF PAGES:
3\
.. J"
CHANGE ORDER
CO NUMBER 11
BID ITEM
DATE 2/15/01
PROJECT TITLE
ClealWell Baffling & Chemical Feed Replacement Project
ORIGINAL CONTRACT DATE 6/1999
PROJECT NUMBER W-1
OWNER AUGUSTA C01vlMlSSION
PO NUMBER
P08635
The following change order is hereby made to the proposal for the above project:
PAYEE
Aqua South Constnlction,
Inc.
TOTAL AMOUNT OF TIllS CHANGE ORDER
$
40,443.00
The contract time will be INCREASED by Q calendar days as a result of this change.
ORIGINAL CON1RACT COST
$
1,207,688.00
PREVIOUS CHANGE ORDER (INCREASE)
$
562,140,10
TIllS CHANGE ORDER (INCREASE)
$
40,443,00
TOTAL CON1RACT WITH CHANGE ORDER
$
1,810,271.10
FUNDING NUMBER! ACCOUNT NUMBER
508043410
5425110
REQUESTED BY: DATE: 2j~/t)/
, I
SUBMITTED BY: DATE: 3/tJZ/tJ I
Jj5!61
FINANCE ENDORSEMENT: DATE:
'{- '-{- eN
RECOMMENDED BY: DATE: y/~/
APPROVED BY: DATE: <fh~1
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Augusta 1996 Capital Improvements Program
Project W-1 Clearwell Baffling and Chemcial Addition
Summary of Change Orders
Revised: 02/15/2001
Original Contract Price - W-1A (Clearwell Baffling)
Original Contract Price - W-1 B (Chemical Addition)
Total Original Contract Price
Total Change Orders to Date
Total Revised Contract Price
Total Change Orders Percent of Original Price
Total Pending Change Orders
Total of Change Orders & Pending Change Orders
Total Pending & Final Change Orders Percent of Original Price
$1,207,688.00
$819,281.00
$2,026,969.00
$602,583.10
$2,629,552.10
29,73%
$3,000.00
$605,583.10
29,88%
Revised Contract % of Original
AUD CO # CO Description CO Amount Amount (W-1A) Contract
Change Order No.1
Repair of high service pumps 2 and 4, clean medium
1,1 voltage MCC $11,495,00
1,2 Repair 30" line at post flash mixer $7,665,00
1,3 Replace 30" line, clean and reuse fittings $38,618,00
1.4 Replace oil valves 2-5 and 2-7 and place in 8x8 vaults $65,86200
Install additional cribbing, temporarily remove electric
1,5 ductbank, substitute 6' precast manhole for vault. $12,487,00
1,6 Remove and dispose of oil contaminated soil $1,791.00
1,7 Replace 30" street elbow with 30" MJ elbow $4,084,00
1,8 Inspect, drain and dispose of gear oil in oi/lubricated valves $2,484,00
1.9 Replace oil valve 1-2 $28,689,00
New stuffing box for horizontal mixer. Startup services for
1,10 horizontal mixer from U, S, Filter. $4,931,30
1,11 Diver and crew standby at 20" junction box, $2,369,00
1,12 Replace leaking valve 1-1, $31,355,00
1,13 Install ductbank manhole in Central Avenue, $3,825,00
1 Change Order No.1 Total $215,655.30 $1,423,343.30 10.64%
02/15/2001
1 of 3
W-1 Change Order Summary
I .
Augusta 1996 Capital Improvements Program
Project W-1 Clearwell Baffling and Chemcial Addition
Summary of Change Orders
Revised: 02115/2001
Revised Contract % of Original
AUD CO # CO Description CO Amount Amount (W-1A) Contract
Change Order No.2
2,1 Clearwell No, 1 - Plug existing lines and dewater structure $4,805,00
2,2 Interior lighting and ventilation $3,901,00
2,3 Remove existing wall pipe, install new pipe and recast wall, $16,363,00
2.4 Install cove ring $13,921,00
2,5 Blast and Clean Wall $6,188,00
2,6 Apply Coatings @ Wall $20,592,00
2,7 Remove/dispose Debris $7,856,00
2,8 Clean & Disinfect Tank $4,232,00
2,9 Excavation and Additional Cribbing $2,142,00
2 Change Order No.2 Total $80,000,00 $1,503,343.30 3,95%
Change Order No.3
3,1 Ductile iron MJ Tee @ valves 2-5 and 2-7 $6,887,83
3,2 21" pneumatic plug $749,37
3,3 3' x 3' aluminum hatch @ valve 2-1 $784,31
3.4 Rehabilitation of Clearwel11 -$453,00
3,5 Cost of cylinder breaks -$170,00
3,6 Variance on Horizontal mixer startup -$1,078,00
3,7 Repair work at valve 2-3 $11,498,00
3,8 Dewater/disinfect clearwell1 $1,611,00
3,9 Rework at east valve pit $1,678,00
3,10 Slide gate at Clearwell 2 $7,829,00
3,11 Repair slab at Clearwell 2 $3,533,00
3,12 Replace pipe & fittings @ valve 1-1 $18,963,00
3,13 Aluminum handrails @ postflash mixer $3,143,00
3,14 Steps from East Valve Pit to West Valve Pit $2,500,00
3 Change Order No.3 Total $57,475.51 $1,560,818.81 2.84%
Change Order No.4
4,1 Lime Removal from Clearwell No, 3 $8,203,00
4 Change Order No.4 Total $8,203.00 $1,569,021.81 0,40%
02/15/2001
2 of 3
W-1 Change Order Summary
1 .
Augusta 1996 Capital Improvements Program
Project W-1 ClealWell Baffling and Chemcial Addition
Summary of Change Orders
Revised: 02115/2001
Revised Contract % of Original
AUD CO # CO Description CO Amount Amount (W-1A) Contract
Change Order No.5
Connection of Auxiliary Pump Station and the Fort Gordon
5,1 Pumping Station $83.676,00
5 Change Order No.5 Total $83,676.00 $1,652,697,81 4.13%
Change Order No.6
6,1 Lime Removal from Clearwell No, 5 $23,993.49
6,2 Repair of cracks in the slab of Clearwell No, 5 $15,436,80
6,3 Investigation to locate valve 5-3 stopple valve $11,625,00
6 Change Order No.6 Total $51,055,29 $1,703,753.10 2,52%
Change Order No.7
7 Clearwell No, 1 Crack Repair $6,000,00
7 Change Order No.7 Total $6,000.00 $1,709,753,10 0,30%
Change Order No.8
Clearwell No, 2 - Oissassemble 3 - 30" Pipes and install 6'
8 square access hatch, $9,354,00
8 Change Order No.8 Total $9,354,00 $1,719,107.10 0.46%
Change Order No.9
9,1 Investigate Valve 5-3 by diver $1,590,00
9,2 Remove brick veneer at c1earwell #5 $953,00
9,3 Replace brick veneer at c1earwell #5 $1,144,00
9.4 Repair of Vertical Joints at Clearwell #5 $1,881,00
9 Change Order No.9 Total $5,568.00 $1,724,675.10 0,27%
Change Order No.1 0
10,1 Install Stopple Valve for Valve V5-3 Installation $45,153,00
10 Change Order No, 9 Total $45,153.00 $1,769,828,10 2,23%
Change Order No. 11
11,1 Restoration of the 72" Concrete Finished Water Line $34,445,00
Installation of 2 O-O-L InnerFlex Assemblies in the 54" 01
11,2 Finished Water Line $5,998,00
11 Change Order No.9 Total $40,443.00 $1,810,271.10 2.00%
Pending Changes
P,1 Provide and Install valve extension stems and boxes $3,000,00
Total Pending Changes $3,000.00 $1,813,271.10 0.15%
02/15/2001
3 of 3
W-1 Change Order Summary
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'PEB-12-2001 15:01' FROM: FAX
9129651044
TO: 7063032429
W.I C, (),
P.001/020
aquaSouth CONSTRUCTION, INC.
912.965-1250
fax 912.965-1044
Fax
To:
ROB LORENTZ I CH2MHILL
From: WADE WOODRING
Fax: 706-303-2429
Pages: 20
Phone: 706-303-2426
Date: 211212001
R8: AUGUSTA WATER PLANT
cc:
o Urgent 0 For Review 0 Please Comment 0 Please Reply 0 Please Recycle
. Comments:
SEE ATTACHED PROPOSAL FOR YOUR REVIEW,
dring, PoE,
Project Manager
FEn 1 2 2001 L,:
1 I ' ,
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'FEB-12-~001 15:01' FROM:PAX
9129651044
TO:70630~2429
P.002/020
lI:u'(,I(I J, W:llkcr, I'rcsilkul
RI\'-'~1'1 K, Reck, Vice Prc~iu~1I1 Opcrllti\)n~
Rh(OJl(l~ J,)hn~on, Admini~lrhlivc ^~~ISItIIlI
Willinn1 c:. l)otJtJiJlIl. I'rujCl.'1 Mllllltllcr
Wndc I), Woudnug. Prl'jcl:1 Ma""u""
Arthur D. Ilillpt\r, rwjl!'1 Mnnnllcr
J. Runuull Mycf'>;, Geller'" $npc,."lIcndent
February 12, 2001
THRU: CH2MHILL
ATTN.: Rob Lorentz. RPR
Suite 100, 360 Bay Street
Augusta, Georgia 30901
TO: ZEL ENGINEERS, INC,
ATTN.: C.D. Drown, P,E,
435 Telfair Street
Augusta, Georgia 30901
Re: WATER TREATMENT PLANT CLEARWELL BAFFLING, VALVES" &
CHEMICAL FEED MODIFICATIONS, AUGUSTA UTILITIES
DEPARTMENT
Dear Mr. Drown,
We extend the following scope for restoration of the Finish Waler Line (72"
Concrete Pipe) leading from the Filler Building to the Post Flash Mixer,
SCOPE:
1. Dewatering, pumps, and supervision
2. Estimate by ERI
3. Cleaning & disinfection
TOTAL
$ 2,411,00
31,486,00
548,00
$ 34,445.00
NOTE: Please review the ERI estimate which is attached, This proposal is an oslimale
that may involve a variance in materials depending on orders given by the
RPR. Workmanship and material performance warranty to be provided by
ERI. Additionally, this scope does not Include any interior rubber banding at
the location of the joint repairs. It is the opinion of ERlthat it is not necessary,
Please review and address any concerns to undersigned.
Sincerely,
aquaSouth CONSTRUCTION. INC,
a Projecl Manager
P.o. Hox 747 . 124 Eason Drive. Pouler. Georgia) 1322
Tel. (912) 965-1250 . rlJ,lt (912) 1J65-1 044
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'PEB-12-~001 15:0f FROM:FAX
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9129651044
P.00Y020
TO: 7063032429
&) ENC'INEERED
~ RESTORA nONS INC.
Water.proofing & Restoration - Structura.1 & Architectura.l
235 Ruford Drive · L"Wr\!ncevillt:, Gel.lrg;i:l JIXWi
(770) (,82-0650 F"x (770l (,R2-0403
February 8, 2001
Mr. Wade Woodring
AquaSouth Construction, Inc.
PO Box 747
124 Eason Drive
Pooler, GA 31322
RE: City of Augusta WTP, 72" RCP Repairs
Dear Mr. Woodring:
Engineered Restorations, Inc. is pleased to provide the attached proposal for work on the
above referenced project.
As you know, we inspected the pipe with your superintendent, Mr. Don Kahn, on this date.
Don was very helpful In pointing out the leaking joints and settlement areas.
Based on our observations we propose the following repairs be undertaken.
1) Drill two inspection holes through the bottom of the pipe, one at each end in the
location of above surface settlement.
2) Determine if voids exist under or around the pipe at these locations. If voids do exist,
drill 1" diameter holes and inject with cement grout until full. If no voids are
encountered, fill test holes with epoxy gel.
3) Inject the circumference of 14 pipe joints with Prime Flex 900 L VSF Polyurethane
Grout until full and until a "blanket" of grout is created on the pipe exterior.
4) After injection clean joints and pipe surface approximately 4" on either side of joint.
Apply two coats of CIM Industrial Membrane around circumference at joints.
The above procedure will provide a water tight and stable condition within the pipe and
joints. If you elect to proceed with this work we will need at least 2 days to mobilize and 5
days to complete.
Engineered Restorations, Inc. appreciates the opportunity to provide our proposal and hopes
to work with you in the future on this project.
Sincerely,
ESTORATIONS, INC.
- :-
es Parnell
Project Manager
ncvc:..J.vcU..
G/IG/UI IV.VU, --vll'IV' II..LI-L., ,.,.I"..);,J, rl""\\.:IC "'+
'PEB-12-2001 15:01' FROM: FAX
P.004/020
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9129551044
TO: 7063032429
~d~giii~~~ INc.
Water.proofing & Restoration. Structural & Architectural
235 Buford Drive · Lawrellceville, GcorgjlJ ,10045
(770) 682-0650 F~x (770) 682-0403
PROPOSAL/CONTRACT
Mr. Wade Woodring
AquaSouth Construction, Inc.
PO Box 747
124 Eason Drive
Pooler, GA 31322
Phone 912-965-1250 FAX 912-965-1044
Date 2/8/01
l)age 2 of 2
We have prepared an estimate for:. City of Augusta WTP, Augusta, GA
This price is based on Standard Insurance Coverage provided by Engineered Restorations.
Inc. Should insurance limits exceed Engineered Restorations, Inc. Standard Policy now in
effect, same can be provided at additional cost to owner. Any bonds required for this project
can be furnished. The cost of same to be paid by others, and is NOT included in this
Proposal. Our bond rate is 2.0%
Engineerecf Restorations, Inc. is not responsible for any damages resulting from the grouting
operations due to unforeseen conditions. All reasonable care will be taken to insure damage
does not occur. .
NOTE # 1 - Aquasouth to handle all water control issues.
By ~cceplir'8 Ihi! offer, Purch..er l!;rCI!J In Ihe terms .nd conclilions set forlh on tile f~to: and reverse side he'~of, ^"y dltlen:nl or IddIlIDIIDII~'1Il1111
ytlur occcpl.nce 0, el~ewhcre. wrllien or l:llherwlse. Are h~,d'y objected In ~nd shill have no leila' flIrt. ,,' 'rpliobilily whauO<!ver,
Accep te d Date........................................ .........
..................................".......................,.............
ESTORAl'lONS INc.
By.................,........................"........................
im Parnell: Project Manager
,F.EB-12-~001 15:01. FROM: FAX
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9129651044
TO: 7063032429
P.005/020
'. -
l'l E~GiNEERED
{.RESTORATIONS INC. ,',~.
Waterproofing &: Restoration - Structural & Architectural
235 Buford Drive . Lawrenceville, Georgia 30045 ! "
(770) 682-0650 Fax (770) 682-0403
PROPOSAUCONTRACT
'/
.r
Mr. Wade Woodring
AquaSouth Construction, Inc.
PO Box 747
124 Eason Drive
Pooler, GA 31322
Phone 912-965-1250 FAX 912-965-1044
Date 2/8/01
pagc 1 of 2
We have prepared an estimate for:. City of August;.:l WTP. Augusta, GA
.,
Scope of work: Repair Joints and Stabilize 72" RCP
Engineered Restorations, Inc. proposes to f!Jrnish all the necessary labor. materials, tools,
equipment, supervision and insurance to pertorm above work per the following
specifications:
A) Drill test holes, grout holes, and Inject cement grout (3000 psi) to fill voids.
Engineered Restorations, Inc. price for this work as follows: , ,
1) Drilling of holes and injection - 2 locations @ $ 1,290.00 each ($2,580.00)
2) Cement grout - estimate 6 C. Y. @ $120.00 per C. y, ($720.00). '.
Ii
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8) Inject In and around joints with water-activated polyurethane grout. Seal joint surlaces
with CIM Industrial Membrane.
Engineered Restorations, Inc. price for this work as follows:
1) Joint injection and sealing - 14 each @ $1,120.00 ($15,680.00).
2) Polyurethane grout used - estimate 120 gallons @ $78.00 ($9,360.00).
Total estimated job - $28.340.00
Engineered Restorations, Inc. appreciates this opportunity to prepare this Proposal and looks
forward to working with you to a successful completion of same. Please indicate your
acceptance of this Proposal by returning one (1) signed qopy for our flies.
This Proposal is based on one (1) continuous operation.
TWENTY (20) DA YS ACCEPTANCE.
By auel'lIng (hi. of/cr. Purchue. allnes to Ihe Iellma Ind condlllDn8 ."t forth on Iho he" and .everoe side hcrcDf, Any dlf/ennt'or .ddltIDn.llgnn' I..
your .cccp~ne.. D' elsewhere. wrlllen DT olheIW1..., Ire heteh)' ohlrel.d 10 In<l .hlll have nD "llll force o. .ppllnhlllty wh.a.Il..~er, :
Ac cep led Da te, ............ ,.................. ,...... ......,...
TORA nONS INC.
.....1......................................................................
By......................................,.............................
y...... .. .....................,..,....,........"....,...
1m Parnell: Project Manager .
j
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. PEB-12-tii21i211 15: 1211' FROM: FAX
P.i21i216/i212121
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912965112144
TO: 71216312132429
TEL:7iOY~ 8318
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CANCELLATION
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P1v1s10n Qft "ilk Management
2424 P1edmoftt Road
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'FEB-12-E001 15:0c FROM: FAX
-, ''''-1-' 1_._' ~ --'-"II.t:.'Wl 11....'-'-. rrl~""", ,"""\,;IC I
P.007/020
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aeoloM.
I Industries
Inc.
9129651044
TO: 7063032429
elM 1061
COMMERCIAL INDUSTRIAL MEMBRANE
FOR
POTABLE WATER SYSTEMS
COATING PRORLE
DESCRIPTION
ADVANTAGES
SURFACE PREPARATIONS
GENERAL:
CONCRETE:
'STEEL:
OTHER METALS:
GLASS:
WOOD:
PREVIOUS COATINGS:
I
PREVIOUS LINERS:
COLOR
~
SOLIDS BY VOLUME
THEORETICAL COVERAGE
RECOMMENDED COVERAGE
VOC
elM 1061 is a tough, abrasion. corrosion and chemical resistant waterproofing mem-
brane specifically for use in water and waste water applications Including those which
require ANSI/NSF61 potable water certification. Typical applications Include tank ;;snd
reservoir liners, Joint seals, tank repairs, and sewage lagoons.
CIM 1061 Is one of the toughest coatings available, specifically formulated to meet
the demanding needs of the water Industries:
. ANSI/NSF61 certified for potable water contact in tanks, pipes and Joints
(UL Control No: 69Y5). Maximum use level 171 cm2/1.
. Forms a tough elastomerlc membrane able to bridge cracks and joints.
. Meets the most demanding health and safety requirements such as for drinking
water, 'fish hatcheries, and food processing plants.
. Fully adheres to and bridges between common construction materials such as con-
crete, steel, glass. wood, and most coatings.
. Environmentally sound. complying with the toughest VOC standards.
. Easily repaired when damaged or when new tank penetrations ere installed.
. Excellent wear and abrasion service.
. Liquid. tw~omponent urethane Is easily applied. even to complex tanks with multiple
penetrations, and Irregular ~hapes.
Surfaces must be clean and dry with no oils, grease or loose debris. CIM Bonding
Agent Is recommended on all non-porous surfaces.
Class B Float finish. Concrete must be cured a minimum of 28 days and be free of
release agents or curing compounds. The surface must be clean and dry, and free of
loose powder or debris, with tops of underlying aggregate exposed. If surface Is conta-
minated or to expose tops of underlying aggregate, brush-off blast or acid etch, rinse
and dry as appropriate. A primer is recommended to minimize outgassing.
Immersion service -. SSPC-SP10 Near White Blast.
Non-Immersion service - SSPC-SP6 Commercial Blast.
Use ClM Bonding Agent for greater adhesion. ,
SSPC-SPl solvent clean and brush-off blast to roughen end degloss the surface.
Use CIM Bonding Agent for greater adhesion.
Thoroughly clean. CIM Bonding Agent must be used for good adhesion. For Immersion
service roughen the surface lightly.
Surface must be dry, A primer/sealer is recommended to minimize outgassing.
CIM may be applied over some existing coatings and achieve acceptable perfor-
mance. Good surface preparation (a brush-off blast and removal of loose or poorly
adhered coatings) Is critical to achieving this performance. CIM Bonding Agent Is rec.
ommended for greater adhesion. finished system results vary due to a variety of pro-
ject specific factors, Including the service conditions to which the system Is exposed.
Therefore. CIM cannot accept responsibility for determining the suitability of an exist-
ing coating as a substrate for CIM products.
Old liner may be removed or used as a support for CIM 1061/CIM Scrim liner system. I
If patching of the old liner Is desired, roughen the liner surface and apply a sample I
patch to test for s'uitabillty and adhesion.
CIM 1061/5 initially shiny black. turning dull over 3 to 6 months when exposed to
direct sunlight. For colors, contact your CIM Representative regarding appropriate top.
coats and aggregates.
90%
1430 dry mil sq. ft. per gallon.
Recommended coverage for potable water applications Is 60 wet mils. Higher cover-
ages may be specifled. but extended dryout will be required to insure proper solvent
loss prior to placing the membrane In service. Contact your CIM representative for
details.
92 g/J (0.77 Ib/gal). CIM 1061 complies with the toughest of VOC regulations. '
~IM 1/97
Ht::.L:t::..LVt::.U:
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F'EB-1'2-'2001 15: 02 FROM:'FAX
9129651044
TO: 7063032429
aC.I~M.
I Industries
Inc.
elM 1061
COMMERCIAL INDUSTRIAL MEMBRANE
FOR
POTABLE WATER SYSTEMS
P.00W020
TYPICAL PROPERTIES
Density (Approx.)
Premix
Activator
Mixed & Cured
Extension to Break. min
ASTM 0412
Adhesion to concrete (dry)
Elcometer
Mullen Burst Strength. mln
ASTM 0751. 50 mil
Tear Strength
ASTM 0624 (Ole C)
Tensile Strength. min
ASTM 0 412, 100 mil sheet
Membrane Weight
(60 mils wet film thickness)
Permeability to Water Vapor
ASTM E96 Method E, iOOF,
iOO-mil sheet
Recovery from 100% extension:
after 5 minutes
after 24 hours
Softening Point. Ring & Ball
ASTM 036
8.0 Ibs./gal
10,llbs,fgal
8.3 Ibs./gal
300%
Hardness, Shore A. mlh
ASTM 02240 @ 77F 65
Deflection Temperature
ASTM 0648 below -60F
Electrical ResIstivity, Volume
ASTM D257. 50% RH, 23C. 1.9 x 10E14
2" disc; @ 100 mil. thickness ohm..cm
Service Temperature -OOF to 220F
, I
Mix Ratio
Weight 6.2:1
Volume 7.8:1
Elastomeric Waterproofing
ASTM C836 exceeds all criteria
Potable Water Service
ANSljNSF61
Approved (UL 69Y5) . to 171 cm2/1
Abrasion Resistance. Wt. Loss.
Taber AbraserCS-17 Wheel.
1000 gr./1oo0 rev.
ASTM C50
Membrane Performance
Crack Bridging
10 cycles @ -15F
After heat aging
Weathering (ASTM 0832)
1.2 mg.
350 psi
150 psi
180 Ibs.jln.
1000 psi
311bs./100 sq. ft.
0.03 perms
98%
100%
>326F
greater than 118"
greater than 1/4 n
5000 hrs
CHEMICAL RESISTANCE
elM 1061 Potable Water Grade Membranes are resistant to most aqueous chemicals Including the concentrated
alkalis and acids typically used within the water and waste water industries. The more common chemicals are listed
below. Contact your elM Representative for more details.
ImmersIon ServIce
Chlorine Solutlon(Saturated) Sodium Bisulfite Solution
Hydrochloric Acid. 10% Sodium Hydroxide, 50%
Hydrofluoric Acid. 10% Sodium Hypochlorite. 15%
Hydrofluoslllclc Acid. 33% Sodium Silicate Solution, 34%
Hydrogen Sulfide. Solution & Vapor Sulfuric AcId. 30%
Hydrogen Peroxide, 10% Blological Oxidation Ponds
Potassium Hydroxide. 50% Sewage Lagoons
Potassium Permanganate Refinery Waste water
Secondary ContaInment
Hydrochloric Acid
Hydrofluoric Acid
HydrofiuoSlllclc Acid
Hydrogen Peroxide. 50%
Potassium Hydroxide
Sodium Hydroxide
Sodium Silicate SOlution
SUlfuric ACid, 70%
OlljWater Emulsions
Ethylene Glycol Solutions
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mance. Test performance results are obtained In a controlled laboratory environment under procedures that may not
represent actual operatIng environments.
~CIM 1/91
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'f;EB-12-02001 15:03 FRoM:,FAX
P.009/020
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9129651044
TO: 7063032429
elM :1061
COMMERCIAL INDUSTRIAL MEMBRANE
FOR
POTABLE WATER SYSTEMS
GENERAL APPLICATION INFORMATION
.-:
USE
PRECAUTIONS
TEMPERATURE
EQUIPMENT
POT LIFE
PRIMING
MIXING
APPUCATION
RECOATING
AGGREGATES
AND TOPCOATS
CURING TIME
For Profes61onal/lndustrlal Use Only.
Avoid contamInation with water or moisture. Keep all pails and jugs tightly closed until ready for use.
All equipment. air supplies, and application surfaces must be ABSOLUTELY DRY. Do not apply In wet
weather or when rain is imminent or when the surface may become wet within 4 hours after coating.
Surface should be at least 60F and must be 5F above the dew point. DO NOT APPLY when the
substrate or ambient temperature is rising or coating Is In direct sunlight.
CIM 1061 should be at least 60F when mixed and applied.
CIM 1061 may be preheated to facilitate application at low temperatures, but working time will be
reduced. Contact your CIM representative for information on cold weather applications.
Spray equipment requires large diameter hose and air supplied mastic gun. Alrless'pump may be
used to provide fluid side pressure. Contact CIM Industries for specific recommendations. Roller,
squeegee, and trowel may also be used. Squeegees are not recommended for vertical surfaces.
About 30 minutes. Working time depends on temperature and method of application. Spray appll.
cation requirements wIll be significantly shorter.
Porous surfaces such as wood and concrete should be primed to minimize outgassing. Continue to
follow other instructions. Use CIM Bonding Agent to Increase adhesion to all non-porous surfaoes.
DO NOT THIN. DO NO'" HAND MIX. Begin mixing each pail (4.4 gallons) of CIM 1061 using 9 power
mixer (e.g. :1I2w drill and jiffy or plaster paddle). Do not draw air Into the mIx, While mixing, slowly add
one Jug (0.6 gallons) of CIM 1061 Activator and mix thoroughly for 3 full mlnute~. Th~ proportions
are premeasured to assure membrane performance. DO NOT ESTIMATE. MixingJlgs and tlmers are
available from CIM Industries to help eliminate mixing errors and increase productivity on the Job.
Apply CIM 1061 directly to a clean and dry surface or to CIM Scrim. For potable water,immerslon
service. use 60 mils wet film thickness (27 sq. ft. per gallon).
elM 1061 may be recoated in 1 hour and must be recoated soon after the coating becomes non.
sticking to polyethylene (typically within 4 hours of mixing). If the membrane has cured longer than
this time, the surface must be abraded using brush-off blast, wire brushed or sandpapered, cleaned
free of dust and debris, and CIM Bonding Agent applied as directed.
For a colored or reflecting surface flnlsh, apply pigmented topcoat. or apply a tack coat 9f
CIM 1061 and broadcast dry aggregate Into the wet coating. Co\'erage of the tack coat depends
upon the size of aggregate used. Contact your CIM ~epresentative tor details.
Before placing the membrane Into potable water service or similar applications, allow sufficient time
for solvents to evaporate ~rom the cured membrane. The required time for a 60 mil me,mbrane Is
two weeks at 60F and varies depending upon membrane thickness and substrate temperature.
Contact your CIM Representative for details. For other applications. CIM 1061 may be placed Into
service In 48 hours.
, i
"
.
DISINFECTION CIM 1061 membrane must be washed. rinsed, and disinfected In accordance with CIM's published I
instructions prior to placing the membrane Into potable water service. Contact your CIM Represent~
tive for further Information and appropriate procedures.
CLEAN-UP Fresh coatings and elM premix can be removed with mineraI spirits. Air spray equipment must be
flushed regularly during application to prevent material from setting up in the hose and pump.
Soften cured CIM in solvent or using heat and scrape off.
CONTACT YOUR CIM REPRESENTATIVE FOR SPECIFIC RECOMMENDATIONS AND APPLICATION INSTRUCTIONS.
OCIM 1/97
'PEB-12-~001 15:0~ FROM:FAX
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9129651044
TO: 7063032429
P.010/020
~
elM 1061
COMMERCIAL INDUSTRIAL MEMBRANE
FOR
POTABLE WATER SYSTEMS.
o~
1
SHIPPING, STORAGE AND SAFETY DATA
WARNING
SAFETY INFORMATION
PACKAGING
SHIPPING
Weights
0.76 gallon kits
!' 5.0 gallon kits
Prop8~e9
Flash Point
, Sliipplng Name
DOT Class
STORAGE
Temperature
Shelf Life
NFPA
Flammable. Use only In well ventilated areas. Do not store O,r uee near open flame,
sparke or hot surfacea, Keep tightly closed. Avoid contact with moisture or water.
This product contains petroleum asphalt. petroleum distillates, amine compounds and other
chemical Ingredients. Adequate health and safety precautions should be observed durlng the
storage, handling, application and curing. Refer to CIM Industries' Material Safe~ Data
Sheets for further details regarding the safe use of this product.
CIM 1061 is available in mixed units of approximately 0.76 gallons and 5 gallons. Each
unit consists of a container of premix and a smaller container of activator. Quantities have
been premeasured to provide the proper mixing ratio, leaving sufficient room In the premix
container to facilitate adequate mixing. Do not estimate proportions.
Premix
Activator
6.5 Ibs per can (26 Ibs per box of 4)
40 Ibs per pall
11b per bottle (12 Ibs per carton of 12)
6.0 lbs per jug (36 Ibs per case of 6)
101F
Coating Solution
Class 3. UN1139, PGIII
>250F
Not Regulated
Not Regulated
c
20F to 110F
2 years
Class II
70F to 95F
6 months
Non Flammable
WARRANTY & LIMITATION OF SELLER'S LIABILITY
C.I,M. Industries Inc. (CIM) warrants that for a perIod of five (5) years from the date
of shipment to the InItial purchaser the products, when mixed in proper ratios for the
proper length of tIme, (a) will not become brittle or crack and (b) will provide a water
barrier. Due to application variables beyond CIM's control which may affect results.
elM makes no warranty of any kind, expressed or implied, including that of mer-
chantability. other than that tl)e products conform to CIM's current Quality control
standards. If breach of warranty is established the buyer'S exclusive remedy shall
be repayment of the purchase price or. at the manufacturer's option, replacement
of the non-conformlng product. The buyer expressly waives any claim to additional
damages, including consequential damages.
THE INFORMATION PRESENTED IN THIS DOCUMENT IS SUBJECT TO CHANGE WITHOUT NOTICE.
aeoloM.
I Industries'
Inc.
94 GI'CMl St., PetcroorolJll/1. NH 03458
Tel: 1800)54$-3458 (603) 924-9481
Fer. (603)924-9482
CONTACT YOUR CIM REPRESENTATIVE FOR CURRENT INFORMATION.
FOR PROFESSIONAL/INbUSTRIAL USE ONLY.
CCIM 1/97
._......c;7~
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'PEB-12-2001 15:04 FROM:F~X
9129651044
TO: 7063032429
P.01U020
-
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elM 61 EPO~:~4'Jf~-r~I,~~~!~O ~ompon'ent high $o!t~~::epp~.iS9~~g
prlmer~!~~p~~r~IJ~~~'l9~~9,r~~!l;, l!'ur!8c~~.:su9'1:,~~ 90~2{e i:I e
. May .be~~.~ft!W~PAlll,~,,~lg.r ;tr~s~~ ~I~~~~d. r.'~WJ ~:~p'~~e...l1~ a
occurringi' Prtor;.t9 co~tlng wl!h ~1fv1:,'_.'1 ".~.';~.;j'~'.>i.'~:'J.;p.::::<,;,:zi~
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of w~t~1~a~~!V~~~1iSl!"gf~-,:'lr. ,;.;"'i 'r:,,\~~"_,.,.~"",.
. APp~ove1i~!~fiPj.Q~9~iW.l!!1;~!a.~I~ ~ater.!f' a~~~~~n;, ,l 1
(UL cont!'.oEriumber~69X5);,~' !~;r~.~'}::'<::'bl'~~~~~~i'-'- 'It' ~''';4,
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Surface pre'pirratlon Is the'Same' as for elM membt8n~~pioau
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~~.~i..}~~~:; :" . CONCRElE: classJt~~~~I~.~fu;tN~w;Po~pr.e~e ~~!~.?~re,f~~~sllffl:cl~~~.w".
1~:,~~f(~Jij.i: ::; surfa~ .~~~ngtn~~~h,!J;'~ ,~'f~~r,r!tssive str,e~J!.1..:~~~~~'o
1;~~~~~~;~~';"';><3' , '. " this c~~e~~;~Yi1!~~~~!t~~~ ~M~'e~!!e,,~ge.9~;?~~'
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9129651044
TO: 7063032429
P.012/020
;. j~E~~RAt/Apt'~I~~rjQ~:iN~Q,ijMA.tioN
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; ,~l~g,!@~~/1t)~r~'~d:~~Q~!f6~s=\lf~~~\ a er. aj1~~~~piled'm~st be ABSOLUTELY DRY,.; ,:.;,;f;,'
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~ ,wet b~fo!~ ~~~~~!~g ,I! (j!.~1"'~~f1~'~~~~i~i~:' ~ 7 ,:.?t
RE ;rI~~~~~~I~~~'~,~~~~~hln;1:~f.:,!bove the dew point :i~;j~
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__'~'9';"If':")O'1'f"'l,r\'JIJ.'~:" ('!:'I/~'~:"'l'(!"" :........=1;,~...,;:... .~.\.
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;",:' ~'~:i..~~"'..'" . y ,._:t . '." L' ,,~~. .\. ~.~2 -,;'. :;;;'.. ,,\ ';.: ':J .
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:'~":""Cap' \..,......., ,,';',.. ""i"'~'!\76o R'18...''4..", na ' 'J
~..~.AtomJiii~g ~re~8ur~' '~t>"i ,/~W~iU~~90:'~~(::~: 'i .~:' 1500 to 3000 psi.. }~l
.J:;ot"'p.res~;IIre~"'~~~~~!;"1r.J~~t;fb,'td~21rPsl~.~ ' "nB ',' I, :.'
~.:~;,,:tI'..;'(4~:;f -"'.' :W:\'r;lp ~f :,: # ~~%,!%:';~,.l~".":'" , . "'; 'f;'
~o efM~~1~iS~a ~Ci 'c~;;;pl~ht~ij;tJ~~'J~ij~~~~SiStlng of: CIM 61 Epoxy Resin whiCh' . ;l~~
" .. ~~~~7,~~~9.,~~ ~~.H~~~f~t~~~!f~~$!k()~.~de red. , :.~1"
t'U .~~~ut 5.~~urs,at 77F. ~,h~~~~:at;10~~r"'\~1:" .' , ".'~,
Mi ING~:1ij;r~.~"~~,~~,q~ ,~(~~f.~~m~"'ri~~~.PBrB.tely: elM 61 Epoxy Resin an,d ~ ~:,
. ';, ~:k4'G.\~t~pJ;i~rd~'!ler':':~, ~9.T&.~.~~~~J~i!J.lt~~'p?~er ~lxer. Consistency should be ' ';' !I~~'
I mlJ,~<ai;rtl.'a:~~,sf.l)~~tl) ~!t~~n.o,~.se!.!'!~sElgme~~t.na!nlng a~ the bottom. In a separate;,.: :if
I~an~ntillner, 'adcf,eQuar,.,~omi'ri!!ls~of'~col:T)p6llent and thoroughly mix untll :" "
,~~~lEl~~ an~:c~.n:~,!~~ed~,~rewn[@~~r;wJi~~~.d ,for 30 minutes before application;" ,':~::I
. :?\ih~:~~o~#~po~e'~~: ~W~~~,,~.~!!~t~i'~6iumes for this product to set up '... " "j:~ ~
... p'~o:peJtyi:'i Fallur~'to:.ad~.~~,~!!IY~~~~~~.':nPO!'e,nt separately to achieve a unlfo.rm', :;!~.
. ..,~~~~~"qri or !a'.lu~~ to; blen~~~,.me~~rop.erl!.~o ~ volume proportion will result In a :~,:~
~;1~fal'ure. Of the"coatlng to ,per.form,9tfeqiMEirvi~1;' '" ' }J
_~. '.;" ..:..' .' . -T.. _.... ;..~ ;:'\J~,.=:t~tl!:~~"'~;::f~/'~ ." j . ih\
II' INNINQ~DO NOT THiN, To lowervlscoslt)i;'w'arml:mlxect coating before applying. Do not . ',~
. exceed 100F." . " ',';'.. .~:/",;::.':",,~ ~:il#,';"'). : ' .
cATi "~~:J~;'~:,;~, " , " .' :" ~.:-;ii. ;,i::;+"~'-;1;~t1: ",.. ' - "
iJffief. ;'~A~~~'tiM 61 ~poxY~P.rim~t~~a~~~i~~~~~fs ~ milt per coat. A uniform coating " '\J~::
drE~~~~'o,jday~,~fP'\ry.~~{~~.i;er.9i~~e'~TIO<#2~:~assing effects during the '" , ':~:"
, 'a~p,Q~t~n~ ~~ YJe ~'f.h'r~~prJ~!pel~~~(f~rt~~~ ~uch ~ C?nerete. Rough ".1 ::,G.!'
rf~ ,r!l"ay..r~ulr! ;~d~.I~.on.a~oat$ ~ln;E!)?,I~~O,le fre~ finish. . ',l~~
em rane~;~~ 1l9W'Cr~"){:'~~~'P~T~'t~~~~~~fJfot'~ 'at'70F to permit"sol~ent IOS9, ,::~~.I
, ~,rAem~~ane overcoa,~ng~~I9.r t~~o~~~~~~T\~~ ~e9ult In bubble formatIOn In !r.):~
~:~t'~the,membrane,_ ..." ,',) ',~: :', ,::':I!',!~':i!",:'>':.~,;.~,~~ .', , . ,. ;. t,,"
~~.Ifl-"\':"~~"":. ~" ,t~:.. "1'1. 'j; ~ ..~!tI~ f-:""~~" .~1J&.~;1.~',,",!,-,, : .'. .~.
~.~~e'~'a,p~lied to P9rou~i~~rf~~~,~,~,:~1~~J,~:~icf:,':r.rlmer will greatly ,reduce the I ;iifi
'\;.;:,effects of outgassing, .but It may'n()t:coi'npl~tely p'revent the occurrence. CIM ! . '\<:
;.'e~e!j1bta~~s sh~ul~, be ,'app.,il~~J~'~1vErsJ.~1~~t~~dard written instructions .' : ~:~~j
,', .~~~~g!r~I<~ ,8pp'11c~,~I~;~ Of.,.~~,:~,~.~~~~~~~!t~;~:~;~~te ,ternpe,r~ture is de~"nlng. , " :'~ ~~'~I
ECOAT~~~~ at le~st !Q.:h~~~..,,~~W:~P: :~~~~J~I~ga CIM membrane coating. 'i~ >~~
, 'up.;Wi~I~,a~,~a,I' ~.gui.pment.l~nj~(jr~,~~tY,:.~~ft~x~E~~~EK. Thoroughly flush spray , " "
- "WiS9U~PT.~h'q~ ~_~fpr~, Sg~~~! n~~~~j:J,;~.',Ch{lIic~l9:~~,et: up.
::V-~~lif) ;;:.~",: .',;,"'("', ~~;,~,O'0'~;e:_!;~'~~.~'0' ~:'-r" f .
r/,6~~;;~'~~'~~I;~'~~()~;~~1~~~~~~~~I~~9 "Bn~ application Instructions.
'~~'W~(: ,.'t' r:, ',' . r '1:"{;~I"'rll"""',~'::l,~(.~_':lf~f:~\ " '
~,jl!IJi' ... '~;{~~j:~'ri~~: e .~..~~I
..'-.....l.::;..LV~......." Ill::;. I I Ill::;. I_I IU.. Ie.. --vr-lGIVI n.LLLi "IvO; r-""\;:III::. ,.::3
'PEB-12-2001 15:07" FROM: FAX
"':r ,~r,f-l11:.~J" '':7-~. .:.\".
....\ ~ ", rr;~J ':r~:t.. 1.hJ- :
,:~",';~?~~<':("fL.~ ,',;, ':~
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, " ");:~[CI MK.'6' 1::.,1,...
. ~~.. ,.~~"'H-:2;~ ...,.,...j_....,.. . ,:}
;~", ,; ,~~~/,3tEP-OXY. PRIMER ,"
, , , 'i:.i.~;~f.;.;l<);(,Iw""/!",,,,,,,, ."
. SHIPPING'!(ST.O"'R"-A-GE7fJ'A"ND~SAfETV" DATA:~,....ij.(:~~~~
. 'l;..../l.. . _..... .~ ~..~..~..."..
. . ,..i:'{:~>~~~~i~~j~:;~J.::,-..~,.t'...::.~. I. ;'( ;."7:;.k:....:~;I.l~~:~~:. ~.:. t,
WARNINGI F1ammab'e"'\'!.~..;.~~J~~W,.~.I} ,~~~'Iat~d areas;} p'c)f~~t8!l?~~' ~
flame~ 8park~;'C?rhot'~~"'~~!,~I~,~eep,tIgh'lf closedw,~vol "cont
or water: ".~~. :'i}c':, . ~:~. rr: i~~.~' .:,;.~ .~.~:;_ (. I. . ',~.~ I' ~'~~'::'\ol': '
. ' \, -~ ..':t)i.'l ,..,..., .,., "l""~,~
.. .~\.~ \/f;.~~W:: \> '. ~l'" :"7 . .~:: .~:.';. ,,:.L-~:~,}:~.:~ik~'-.
','1 .I"!I"~ ~~.l~~" ,!....,;;. . ',':.: . -,' J'~"1,;'.~:'\\."')o. .
SAFETY this prod~t:9l?n!!1 QS rrgie~!e~~'whJch' are con~lder~~ ,~O:'~~lrJ,zaraou
e)(posure f'!1a~i~~~.~dJ,~!n~s~, "eadaehe. qr nau~ea^(r.rot?lige~~e~s
cause permanem \~r.~I~o,~, ~~[VOuS system damage,;j' Ai:feqy~~~!titalt
precautions 8h.q~~.:~~~gb,,~~~ed durl",g ~tl;lfage, handll".~:1~Ppl catlo
Refer to CIM.Jr.!~9s!flesJ'.Jw1~t~~a~ ~afety Data she~~ for. furUier;'.
the safe use':'ofil' is,rirn-dUCi':''~:' .i:: ,. :,~ :/' ,;-,"' ,;~T0' '.
, "_,,,.;~ ~r.,.v,:,. ":-''''.'",'. ," "" ' .'" 'f' ;,~ 100"
, 'r":1~" ~;rli.'F'fi' ;<"","", .;~". . :,' ',' ',C, . ",....: !'-l'.\-,e.:.".....;{o
'.:. :"~~~t ~:;:.:~",..1:,~~ :r_'::~~' ,:<i:- ::,..:-..:. - ;,,-\::~:. ~'(~~\~;;",
CIM 81 EPOX;;Re~" r~.if~\lt~'" ciM;61 Hard8"er ,: ,.\~.h~,;~;,~,:;>".~:~,
. ~. "I~~~~:, . ;~~"'-~....~)..... ~.,~ ...; . ..:n r; ~ ..1,.;-.. Lt' _~~J.~'
:'., '.,-I'{;."'''~~ , : ".,: :~^.:'.,~,',' ,.' ", '," .r;'i.~.";' ~- .
. ~:'~..I~~:~- ~~~z.r~~~.~~/...~~l .1... J~'..'.. ~t~,-....~f.:~1~~~2~.
Coating Solu~9.'1~~ ~...~,~.:,[.~<;:9~"~g ~Qlutlon :... ,:tr,;,j-:~~~~~y;,:i>~ti::~~'
~ -~r 'D" ' - '~~,
Class 3, U~~1,~!}~e~ ~.Irvf'>:~lass}, ~~1139, p,G Ilk' ::!'h4i'3;,
.... :i:: l"~~:ifJ. .-~~'~~.~. ~.~:j.' .:::),l~ . ::.'. .' '...'. -; ~:.~l~ ~--:~.: ~ .'
Flash Point BOF ':""'1':~f~,~."'l '(-reF":'" "', " .',' >, _',':";::~>;l;'
" -.. "i,:~!~,r~?;'~~:~: ~;,~' ::' ~;; , ',:' . .. " ,~' ' "" ':. ~'f. /~i4:'~' '
Weights 12 Ibs per ca., ':::.i",&~~:)(p':;,.,1::15 Ibe. per eal'!., ," ,. ~ ": 't" :'.';;,',i':;,
(48 Ibs peJ b9X)"f~r.~'(':\~,~~(~O Ib~ per box);) .:;, _' ,*,j'f(j~",:}:
'-'i. &Or. ~~l; ~~[ t.!.~. ," .\";,. .~"t", .... :t . ' ~:' f ....;.{,~.=J......~~tl .
" "I r.-,'i; ~ ..' ~,;'i>-!"";"""""" \ ",:,,,.~ ~ :,"t"l"l'Jij".. .,.
. 'I'. .~~,.....:.. . ,; l.r~l. ~ ~'~',:\:":.,t'.: ......~.{ .J.. "~';":' ... '.eoc."":,,,,,~... ~\~ .
PACKAGING CIM 611~ P.~~~~!~4.'1:!.;.~.a.!!SP~~J!i!~ ~2~~h9.tM~~J;~p,eg,~~ e
CIM 61,~,al<!~~,~W~.~~,t~Y~J.y.'I'e~;t)f e~ch'Jfl~~t be..'W~~.~.l!i rou
separate e~l"!t.aln~ljr: n~~' .~,,~p.p.!l~at\oni"':. '....' ,;:, ,.;' ".1',i'tC~f:1\
'. ..:r.~~~?~ ~~. r..; ;:;";.';,.to. ,.,,:~ ..... ..jM;.' ! '1");f..:J.~.. '"
. ..... <~. ;f. ~.~~:tr;!.::~:~~~J":' ,;'. 'i;:~:~": . >- :t'~:_~:~r~'.~,~:
CIM 81 E~Jly,Res nk11',q..t.~c;mVt~2; Har~e~r, ,,~.'~):;,~<),:(,
20F '-110f'!'''f.<. '~,,~, ;\,~;. 'OF(>' '110F ':' , ", r:',~~"l:",
to ;.'1r . . ". ,to. "f-. ".....,"i1ff.,,'."',
12 monthftit~ >. "~,i2~8'ntnS~.." ',. ;.. :' ",,;;'~::5'lU;Zt
CI IC ~" ;",.~" 'J' l't""C..I......."",F'I..C 'l";,' ',~, :....,' i.',:.,~~~l,
ass .... -h;' '.[;'iN'~~,~;'..~~s., " ,,':- , ~:.:'., 'f.."j.H'!t4'
.:. ~ ~:-~1:.: 'r".~jg}::~~.~~'A~{~~ :,";. ~.:";.jJl~,,:~ \:~..; ;~~~ri'~}~~.!~'.
WARRA~!ft~*i#~~,~~F ~~~~'S ~~'~~:ft~t1~t:~:!." ""j
, .. 'f:...: .\~I~~i~:,)'~~:,A"l":!,~-:"':"~,,":, !~;"~.\",~t:~~..~~
C.I.M. Industries !ric. (C!.~t~~..g~qm~~~~M:~~~,~,~lri!l;l~r~~( 8
CIM:s current quality ~Oi'~OJf}~!l19!;~,~~(yieitlrn.t;I:lli.f: ~anHf.a.~j~(~Q~a~~
,application varlableS_,ber?Jl9-.q!~s q~~~,I9.n~('1~Y atfe~. re~u~,~:9J.~~me e$
no other warranty of a'1,~,~,k.!n~.f~~J!.t~~.,.~~: :9,r:I"!p."f1~iJ!"9.t'i.~W~~ ~
merchantability. If brea~~f&~~~a~iLsj~~~}a,~~!~h~.d~J,~~~~P~~~.~~~~'~s e
remedy shall be fepaYT~~J~~~WM~f..rt~ T~f;~~.f.~9,~~'l!orw~~;,~
or, at the manufacturer~ :~,el!9"g~ept~q~m~~~r~r~h~:.flqrt<'Prrp.rro~~~P.~~
The buyer expressly 'oV~IV!7~1~~~~,~~~~, Jq! ad~JtIon.!31 dama~~~}~~~2~~~~lo.g
consequentJal damages,.. :,:' "\.ifl..~,!<>..,li~;:\ ,'\," '; . " .'. ."."t;::,<"
. ~'?~~~);;.~d:.~j~Hj',;,K,~;: ' . :'.-:.-;:.f,j',l!i1t; ~
.. ';." ~':;l"'4.J;:;.:;..:' 1,......1:. .:., - ". . : - :.' , r.. ~ '.~":). !~~'l\"~ ~~~ . .
THE INFORMATION PRESENTED 1~~~~!$JP.9.~M~~rp:,..,~ S,UB~~ClTP (:~~N,,~~)YJ~!,OU
,;.1'" ~.~~J'!lI,;;:.'t.!.,";:,_" ,.', , . .... ," ...",,~.:.-~:.~, '
..~ 1..~.{:",I:'~~~"..~~';':;:'f'..~i<I""'~' '~,..' ". '" ~ .~ "\'''"'t:~4W,,~~
CONTACT YOUR ,91~',f.t~~~~,~.whT~~;fQ.~ 'P~~~.~m:~',~f9n~~r! "
" F9~ ,p~q~:~"~j~~~Ri'A~;4SE.,QNL~:~~H~~i
'" ,.,,~ " ~;?~~'.!F"\ ,'ii,' '1?'," <...:~ " ,}/. ",", '~~"-"~~"
-Ol~;;i._,:. 'll~~'~:~ii:;&';~-:J~~[f.
, 'J.( >,,.)I},,~.ili'l\'< 'Itl~; > ,!, " .', ", .", ,,'.1,;.
.. ~::'~~;g'~~~~~'r,:~!:~~~~.:~~~:'~~~ :'. ..' ,i":~~~"".:Y2~:~~.
~ ~~:. . ""r~.: J..}",' ~'~'f t. "...... '. . ':';'.. - ~~~t; "\... . '
l:.f;~' ~.\~~:it~~~;~...~:... I; ~':'>!' .~ ~J .~".~' ~":~'.:".~.~~~ '
_~:'it~1' l
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. ~~~..:.7~~f~~:..~.~
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.~~~irL~;-';:
~-':~.~:':r~~
SHIPPING
Shipping Name
DOT Class
STORAGE
Temperature
Shelf Life
NFPA
~.....:.';':.
--~~--,:.
L "~i~~I.M.,
In.tIlC+.IACl.
..-.......---...--
Inc.
~-~~~-,,~~ -,PMArf'wvtHIMl NH n~!I;A
. - ---- - - --- . - - . - - --
-- -----=--_.__._------~-~-
_ __ _______ _ _n __ __ n ______ n_ _ __n_
---.--------- - -- __..-.......~ i....i...i .....i~..
_~I~~~'Z. ::::'--=-_'-' --,..-..---
9129651044
TO: 7063032429
P.013/020
:.:.
nCl,;C.1.VtU:
C:::/I;':::/UI 10; I.....i -~\,.;nC::M n.1.LLi "1-="0; t'"'Aut:. I.q.
r:-E8-'i2-~2001 15: 08 FROM:.FAX
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9129651044
TO: 7063032429
P.014/020
Underwriters Laboratories Inc.~
333 Plingslon Road
Nor1hbrook. Illinois 60062.2096
(703) 272-8800
FA)( No, (708) 272~8 1 29
MCI Mall No, 2S4~3343
Cablo ULINC NORTH BROOK, IL
Telex No. 6502543343
Janua~y 29, 1993
C.I.M. Industries, Inc.
Dr. Rich?rO Stephens, P.E.
Vice President oi Engineering
94 'Grovs: Str~et.
Pete~borough~ NH 03458
Qur Reference:
MH1744S, 92NK14272
Dear Dr. St~phens,
This is to inform you that C.r.H. Industries Inc. has
undergone testing of its products C.I.M. 1061, and C.I.M.
1061 Hi~n Vis/C.!.M. 1000 Trowal Grada polyurethane membrane
materials for Uncerwriters L2boratories C12ssification in
accordance with ANSI/NSF Stand~rd 61, Drinking Water System
C~mponents - Health Effects.
We have ~ompleted the investigatlan and these products
comply with Sta~dard 61 Tor us~ in contact with cold wate~
(23 degrees CelciusJ. Therefore C.I.H. 1061 ~nd C.I.M. 10b1
High Vis/C.I.M 1000 Trowel Grade ~re Classified by
Underwriters' Laboratories ~s a drinkln0 w~ter system ,
component, as a prote~tive barrier mate~ial, and a joining
and sealing material.
The Classification listing~ the Report, and Proced~lre Report
will be reY~sed a~cordingly~ ~~d all normal~zation
1nformati~n will be updated to reflect the uses in the
joining ~nd sealing category.
If you have a~y questions please feel free to contact us at
a~y time.
Very Tru:y Yours,
J~ k;~
Reviewed by:
!u~!,1::{!~:302)
Engineering Group Leader
~ngineering Services 416C
Jenn1e Longf1eld (ext 2493)
Associ~ta Proj~ct Engineer
Engineering Services 416C
^ nol-Ior-prolit organlzalion
dedicalod 10 public slrOly Qnd
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,FEB'-1a":2001 15:09 FROM:FAX
9129651044
TO: 7063032429
P.015/020
,.:. f. -.
.900 XLV.
~~i.~m'f'~~'J~<i: H:,>': (':':::-:'> ,';.' '. ';, '. ,'" ::: 7\:': "'~ :.;:, ",:~>:;.i'. ;T~,:!'~"~: :.'",.'-'1.':" ~::'~ ,,:':' :~",'" ~,r:~,l," . '. ~, 'h~ /,,':' ';: ~~N~;:;" f::~~)~
/.," "' ESARIDTIO' KT".;;~!ND"USES." .. "', '''"t''''"'''''',
~i~.,;~:, \ ~"';~~'~~:'; :~: ~ ' "! '""~~ j ..,+'" ',~, )..~;) .~~ ~,.';~:~ '~;~<:'!' ,~;:: '. "::~'l <, ,: ':, -;""" ,/ :" "'", ", ~ ':' ,:,!,' ,;.' .::/:;:,~~:; :~;~:,:f:tt~.~~#; "
,~~~r:::>: :"'.. ':":,
r."'I.'., :-". .
':J.-~;::~.~.'.;.l..~~ .....
Prime-Flex 900 XLV is a hydrophilic, liquid polyurethane injection resin designed to seal leaks In concrete and
masonry structures, When it contacts waler, Prime-Flex 900 XLV expands up 10 600% and forms a tough,
flexible foam seal that cannot be penetrated by waler.
Prime-Flex 900 XLV has been proven successful In the following applications:
. Hairline Cracks
. Cold Joints
. Manholes
. Concrete Dams
. Water Holding Tanks
. Foundation Walls
. Elevator and Service Pits
. Tunnels (Subways and Highways)
. Parking Decks
The uses for the Prime-Flex family of injection resins are Iimiled only by Ihe imaginalion of the desIgner
or contractor,
K'~A~D~"'" iiA 'NT'AG' ES" .::';....~.:.:>,.,',<:..;; .' .:.. ....,.','.;~, ',:
~i~;;"...:':,.'.',~,t\, '.1-1.... .". :,~.,;,;'\r ,:~.':~:,':f~.j,),I,!" ,:/i',,: .:.~,...'''<' ',','
,
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. .. ,".' .'.,"1.
. Single Component (No catalyst required)
. Extremely Flexible
. Very Tough Foam
. Up 10 600% Expansion
. Super Low Viscosity For Good Penetration of Cracks
ANSI/ NSF STANDARD 61
DRINKING WATER SYSTEM
COMPONENTS.
HEALTH EFFECTS
@"\"'R'
. .....
VL ....,......-.
Maximum SUrfllCII Area To Volum.
Rallo I. 0.141 'n'/lIlIl.
fh~fF1;~ :'~'@ 1'/:, ';A; G' . ,I N"G' ',.,',)~:.:"..,':,l~.;j;;(j::\:~}. ~.:" :~' , ,/': . ',,-:,/{ \~'i'" ;:?::~;,: :::;'-:-': ',:::~ ::~~ ~/j~:li;~~'~~;~s~:~~/' "'~jl~'~;~:< ~:,::'; ,;' " I,.
i...y,.:}F~'~'.'~M. . '.-1'''' """~(""~;-t":!1.':'''): "r',.1 .....~...... .........~ ...:J......... ~,lll'.:rr'.:~.~~-i{,~Hi~~ij .l.~~~~'.,.., ~.
.;;tH~~'~i':.I:Li";!;''"' ::~~" :' v,. .:., ~ ~ ;. I' .', ':' .:' > ,~~ ~:,:~:(\~{;.;~~;";':',. :\:' .. .: '\ , "'.~' . . ". .i{ '::' r' )::1 '.:... .. ~:. ' l. '~~'~\1,~..~'..:~t'r':?~?u.~;$~~m.~:~.r~11~~~':,';.' .~.' L :. ...".
. 1 Gallon Pall
. 5 Gallon Pail
. Single Shot Cartridges
. "Quick Mix" Cartridges
nc.vc..J..VI::.U:
<::/1 <::/U1 10:14; ->CH2M HILL; #135; PAGE 16
"FE~-12-2001 15:09 FRO~:FAX
9129651044
TO: 706~032429.
P.016/020
"- '
: :~~:....t;.c';;';~~ '. :1.t...:t'.';~"TIl'Ifo";':"':""~r' '-:'" .r'" ,) ::-~..'; ..:.tZl'H''''~-'' :""o';"'~-,:~,.'W .;....TJ..."....' .:"11 ):....... '.'.1'. :'..,. ."
;:_"'?~~~,~j ~,,~~;,~~tl~HXsi,OX~~RQ~~I~i~1$:~;~rr:~~)fE:';(~,30C)
....;o....".Y.....l)/..1t \0, .~,.,...,.N"__.."..)oo'..,..,.U.._,1o .................:r,t... .,k,..~ ,.... ..t:.oI>l::I....j.,li.a:~~...l':4, f':1.. ,'. "."....,.:.. ... ......"..." " ".'
Appearance
Amber liquid
Viscosity
250-350 cps
Weight Per Gallon
8.65 Ibs. 1 gal.
Solids Content
(ASTM 0-2834-95)
88%
Induction Time
3 to 4 Minutes
Cure Time
5 to 6 Minutes
CURED FOAM TEST RESULTS*
Tensile Strength
Elongation
(ASTM 0-3574)
(ASTM 0-3574)
(ASTM D-1042 1 0-756)
450 p,s.i.
350%
Shrinkage
Less than 2%
Initial Unear Shrinkage
9%
Tesr Resistance
(ASTM D-3574)
(ASTM 0-3574)
21 Ibs. 1 in.
Density
610 kg. 1 m'
38 Ibs./ f13
· These results were based on a loam cured under pressure. Properties may vary depending on job
conditions.
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. FEB'-'la-2001 15: 09 FROt'): FAX
9129651044
TO: 7063032429
P.017/020
-
GENERAL GUIDELINES FOR PRIME-FLEX INJECTION:
This guideline is general in nature and does not address every condition that might be encountered In the
field. More specific guidelines for injecting hairline cracks, wide cracks, and expansion joints are available
from the On-Line Help Desk at our web site www.primeresins.com or by fax by calling our toll-free technical
service number '-800-321-7212.
1. Drill injection port holes at a 450 angle to intersect the crack at approximately 112 the depth of the
structure. If possible, the holes should be altemated side to side of Ihe crack. Holes should be spaced
between 6" and 24" apart depending on Ihe widlh of the crack. Typically, the wider the crack, the further
apart the ports may be spaced. After drilling the fi($1 f~yv holes, clean out the holes as described below,
install injection ports and inject water to verify that liquid will travel from port to port.
2. Clean concrete dust residue from the holes by injecting water through a "flush wand" that will reach the
back of the hole, Flush until clean water is flowing out of the hole.
3. Insert injection ports into the drilled holes. If using "bang in" ports, insure they are firmly seated. If using
mechanical ports, insert them so the rubber portion is completely below the surface of the concrete and
tighten them securely in place. Leave the fittings off the tops of the ports.
4. If a surface seal is required to contain the Prime-Flex in the crack, several materials and methods may be
used. The materials and installation methods are described in the auidelines listed in the first paragraph
above.
5. Flush the crack with clean water. Starting at one end of the crack (the lowest end for vertical cracks), put
the fitting on the top on the first port and inject clean waler into the port at a minimum pressure of 250
p.s.i. Air. water, and debris should flow out of the crack and out of the next port(s). Continue this process
until the entire crack has been flushed.
6. Prepare for injection. Begin by removing the fillings from the tops of all ports except the one at the end of
the crack (lowest end for vertical cracks). This will be the first port used for injection. Before pumping
Prime Rex material, be sure that the pump and hose lines are free of any water. If necessary. thoroughly
flush the pump with Prime Flush solvent. ,
7. Begin pumping allhe first port at a pressure of 250 p.s.i. minimum. Increase the pressure at 100 p.s.i.,
incremenls as needed to fully penetrate Ihe crack. Do not exceed the Maximum Safe Operating
Pressures for the pump, hoses, or fittings.
B. If malerial begins to flow out of the next port, put the connector fitting on that port and continue pumping
al the current port. If material flows from subsequent ports, put the connector fitting on those ports and
continue pumping at the current port. If II appears thai a significant percentage of the material being
pumped is simply flowing out of the crack and not traveling along the crack, stop pumping at the current
port and move the pump hose to the last port where material flowed out and begin injection at that port.
Continue this process until the crack is complelely injected.
9. After injection, flush the pump with Prime Flush. Do not leave Prime-Flex resin in the pump or hoses as it
will cure and ruin the pump. After cl~aninQ the pump and hoses with Prime Flush, pump motor 011 or
other lubricanlthrough the pump and hoses. This will increase the life of the hoses and the pump's
internal seals.
-, --,.." 1-'_ I""~ --vnC::M n.J..LL; "';.:50; t-"AGE 18
. .FEB~1~-2001 15:09 FRO~:FAX
9129651044
TO: 7063032429
CAUTION:
Vapor overexposure may cause respiratory irritation, central nervous system depression. and allergic
reaction. Provide sufficient ventilation to maintain vapor concentrations below recommended exposure limits,
Avoid contact with skin, eyes, and clothing. Wear protective rubber gloves and safely glasses or chemical
goggles when handling or dispensing materials. Wash contaminated clothing before reuse. See MSDS for
fur1her infonnatlon.
FIRST AID:
SKIN CONTACT- Wipe off contaminated area and wash with soap and water.
EYE CONTACT- Immediately flush eyes with large amounts of water for 10 minutes. Get medical attention.
INHALATION- Move to fresh air if symptoms occur, If breathing is diffiCI,Jlt. seek medical anention.
INGESTION- Seek immediate medical atlention.
CLEAN UP:
Use Prime Flush cleaner, M.E.K. or Acetone to clean off equipment. Use soap and water to clean skin.
STORAGE:
Store in dry conditions below eOOF(260). Optimal storage conditions are between 400 and aOOF(40 and 150C),
Under proper conditions, the shelf life is twelve months in unopened, damage-free containers.
For best results, Prime-Flex polyurethane products stlould be installed by applicators with proper equipment
and training.
Prime Resins manufactures all Prime-Flex products in our Conyers. Georgia plant. We have complete
control of the quality and availability of these products. If you need more Information about Prime-Flex or
other Prime Resins products, visit our web site www.prilJ)eresins.com or call our technical support help line
at 1.800-321.7212 Monday through Friday 7:00 A.M. to 5:00 P.M. Eastem time,
:,
"
FOR INDUSTRIAL USE ONLY PROTECT FROM MOISTURE
DO NOT ALLOW PRODUCT TO FREEZE
KEEP OUT OF REACH OF CHILDREN OBSERVE PRODUCT CAUTIONS
WARRANTY: Prime Resins warrants Its products to be free from manufacturing defects and that products meelthe
published charBcterisUcs when lested in accordance with ASTM and Prime Resins standards. No other warranlles by
PrIme Resins are expressed or implied. including no warranty of merchantability or fitness for a particular purpose.
Prime Resins will nol be liable for damages of any sort resulting from any claimed breach 01 warranly. Prime Resins'
liability under this warranty is limlled 10 replacement of malertal or refund 01 sales price 01 the material. There are no
warranties on any producllhal has exceeded Ihe "shell life" or "expiration dale. printed on the package label.
TOS-900XLV-07/00
"Innovations In Infrastructure Repair Technology"
2381 Rockaway Industrial Boulevard I Conyers (Atlanta), Georgia 30012
- Office (770) 388-0626 I Fax (770) 388-0936
E-mail: sales@primeresins.com
www.primeresins.com
HI::CEIVED:
2/12/0115:15; ->CH2M HILL; #135; PAGE 19
. · FE~-'l~-21211211 15: 1121 FROM: FAX
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.'nnovatlons In Infrastructure Repair TechnologY-
HYDROPHILIC OR HYDROPHOBIC
POLYURETHANE INJECTION RESINS
ARE YOU USING THE RIGHT PRODUCT FOR YOUR APPLICATION?
While polyurethane injection resins (PUR) are becoming increasingly familiar to the
specialty contractor, there is still a lot of confusion about product uses and
effectiveness.
Two thirds of our planet is made up otwater, and many times that water ends up going
places we don't want it to go. We try to hold it back using earth or concrete, but It still
pushes through. PUR injection is the most effective method to halt flowing water, but
many injection repairs end up as temporary fixes because the wrong type of PUR is
used. When the correct materials are used, the repair can be pennanent.
PUR injection resins are based either on MOl (Oiphenylmethane diisocyanate) or TOI
(Toluene diisocyanate). These same resins are used in the manufacture of foam
mattresses. pillows. car seats, car dash boards, as well as polyurethane coatings and
sealants. The base resins are modified through chemical processes to react with water.
MOl based resins possess hydrophobic properties which means that they will not
easily mix with water. When MOl based materials are pumped into cracks or joints in
concrete they tend to resist penetration into the pores of wet concrete and do not get a
good bond. These materials can temporarily stop water leaks because they expand . .,
during their reaction stage and in effect form a compression seal. When concrete
experiences a moderate temperature change causing the joint or crack to close up. it will
often causes MDI based materials to go into compression set. As the temperature cycle
reverses and the crack opens up, problems can and most often do occur. Because the
material is not bonded to the concrete and because it is .set" in it's previously
compressed state, it will not move with the concrete and the previously water tight crack
or jOint begins to leak again.
TOt based resins possess hydrophilic properties and rea~i\y mix with water. This is
important when trying to permanently seal a wet crack in concrete. The hydrophilic
materials seek out water and get an excellent "bite" into the pores of wet concrete. '\" '-'
Because of the flexibility of TDI based materials, when cracks or joints open and close '
with temperature changes a tight water seal and bond is maintained.
PRIME RESINS, INC.
2381 Rockaway Indust(ial Boulevard I Conyers (Atlanta), Georgia 30012
Office {nO) 388-0626 I Fax (770) 388-0936
E-mail: sales@primeresins.com
www.primeresins.com
P.12I19/12120
l
..--...........'-'-". tC../ItC../VI 10; 10; ->vM~M HJ.LL; #135; PAGE 20
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fb1b CilnlIIna · (919) 64.1400 ' ~
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CERTIFICATE OF COMPLIAN:€~
CER1D'ICATE HUMBER:
ISSUE DAD:
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031195-MH25067
3 November 1995
+
Issued to: Prime Resina, Inc.
2831 Rockavay Industrial Blvd.
Conyers, Georgia 30207
Report Reference: MH25067, 25 October 1995
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Prime-Flex 900 LVSF
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Standard(S) for Safety:
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number (may be alphanumeric) asalpcd by UL; a lltatcmcal to indICate the ClCtcat or UL'G evaluation of tbI:: product:
and. the product category Dalfte (product ldenUty) as lDdJcatcd In the appropriate UL Dtrcetory, .",'. : - " . , "I
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FEB~14~2\21\211 11:34 FROM:FAX
912965112144
TO: 712163032429
P.\21\211/\21\217
aquaSouth CONSTRUCTION, INC.
912-96501250
fax 912-965-1044
Fax
To: ROB LORENTZ I CH2MHIU
Fax: 706-303-2429
From: WAOE WOODRING
Pages: y 8
Phone:: nO-303-2426
Date: 2/1412001
Re: AUGUSTA WiP
cc:
DAVE DROWN I ZEL
o Urgent 0 For Review D Please Comment 0 Please Reply D Please Recycle
. Comments: ,
SEE ATTACHED PROPOSAL FOR Y9UR USE.
THANK YOU!
DRING. P,E.
PROJECT MANAGER
'.., FE B 1 4 2001
'-' :..- .._~-.....-..~~-_.~....
Mt:.L,;<=.1.V<=U: ~/'4/U' ":38; ->CH2M HILL; #153; PAGE 2
fE~J14.2001 11:34 FROM;FAX
9129651044
TO: 7063032429
P.002/007
::Il.ndustrieS Inc.
A VictauliC@ Company
P.O, 80r 4I1T16 Atlanta. GA 303~
mO) 840-0062 . (800) 841~24 . ~;n enO) 84~ 12
QUOTATION
DATE: February 13, 2001/4:06 PM-.............................-.........................n..Rd# 10672
Reference; DcpcIlQ:9-LQ.l~JmJ~,r..EI~~. & Jr,I.I)~.I:$_e_~l- AUfIustn. GA Uti.ll~i(;)l; Dept.
TO: Mr. Wade Woodring
Aqua South Cons(.rucLion Corp.
Ph one 912-965-1250 Fax 912.965.1044
Dear Mr. W uodring,
I am pleased to offer the following- pricing for J).Q.L InnerFlex: and InnerScal.
Drico can pr.epa.l:e subm1tt~1 d1:':Jwlngs fOl' engineer's approval, as required. We,> cnn
provide an instnUation video if needed. Pleclse do not 'he!'iltate to contact me nt 800.84 J..
6624 if you have any questions.
n-Q-L InnerFlex with 2 T-a04 Bands for detlected joint (20)
3/8" 13una-N (Nitrile) Sleeve 1 Potable Water Service avit si workin
QUANTITY
PIPE 1.0.
confirm
55"
WIDTH # of Seaments Der Band PRICE EACH I WT.
sleeve
18" 2 $ 2100,00 /103#
D-O-L Jnncrli']C:l( with 21'-304- Bands ror :."tl'ni ght joint
3/8" Blina-N (Nitrile) Sleeve / Potable Wator Service J{ri.ivity psi workinll
QUANTITY
1
PIPE 1.0.
confirm
55"
WIDTH # of Seaments Der Band PRICE EACH 1 WT.
sleeve
18" 2 $ 1625.00/78#
D-O-L Hvdraullc Spreader Tool - PRICE EACH: $ 1100.00 'It
Return Policy: 100% credit for ret.urn in 45 dn}"s from i.nvoice date
80% credit for return in 75 days from invoice uale
70% credit for relurn in. 90 days hom, ,invoice date
50% credit for return in 120 days from invoice date
QOA. credit for return in 120 + days from iLlvoice date
Ship by 2/21/01 with receipt of order.. confirmed joint I.n.
measurements and Notice to Procced by noon, 2/14/01. In order to
meet ship date, ove'r.time charges of $300.00 apply. F .a.B. Atlanta
SHIPMENT:
TERMS:
100% Net 30 days, no .l'ctainage.
Best Regards,
~ 7' IU-~-
Ben Roberts
Manufacturer of 0EPEIIJ00ID1( Pipe Couplings.
RECEIVED, 2/14/01 11 :40; ->CH2M HILL; #153; PAGE 3
.
FEB-14-2001 11:34 FROM:FAX
.'
.
9129651044
TO: 7063032429
P.00Y007
allY!~!Y!!!
Hill'l,lll J. W~lker, I'rc~ill~1l1
RI)blll'l 11:, Reel.. y,~c 1>I'c~id~'1l1 ()I)Crnl i""'~
Rhnnda Jllhns'JII, ^dlllillisll'nlivc i\~~i~t;,nl
William C, Dl.bbinll' Prnjccl Munu!:cr
W:uJc 1.), WUllLldng., Prl1jecl Ml1ll1l!:l:r
Arlhur D. Ililrper. Prnjecl M l1nllgcr
J, R<lllu<lll MYl:rs. (iencrul SlIl'crilllcmlclll
February 14, 2001
t(Q)~1
THRU: CH2MHILL
ATTN.: Rob Lorentz, RPR
Suite 100, 360 Bay Street
Augusta, Georgia' ,30901
TO: ZEL ENGINEERS. INC.
ATTN.: C.D. Drown, P,E,
435 Telfair Street
Augusta, Georgia 30901
Re: WATER TREATMENT PLANT CLEARWELL BAFFLING, VALVES" &
CHEMICAL FEED MODIFICATIONS, AUGUSTA UTILITIES
DEPARTMENT
Dear Mr. Drown,
We offer to install two D-O.L InnerFlex Assemblies per tile following schedule.
1, Pickup and relurn to Atlanta, GA $ 651,00
2, Installation 504.00
3, Material Cost wl7% Sales tax 4,307,00
4. Markup @ 10% 482.00
5. Bonds 54.00
TOTAL $ 5,990.00
Product Data Sheets are attached for your use, Please review and address any
concerns to undersigned,
Sincerely,
aquaSouth CONSTRUCTION, INC.
~
~.woo
I> Project Manager
I',(), Hox 747 . 124 ElI~(I" 1)rive . Poolcr, Georgia :1 \322
Tcl. (912) 965- I 25lJ . Fax (912) 965-1 044
Email: H20~C)IILh@helll>outh.l1ct.AlIg\I~La.GA (7u6) 650.0124
nlJlh, 1:11
RECEIVED: 2/14/01 11 :40; ->CH2M HILL; #153; PAGE 4
. '
.
FE8-14:2001 11: 34 FROM': FAX
Dc:pcnd..{).I.ok InncrSc:l1 Rern.ur CouplinS
9129651044
TO: 706312)32429 .
P.004/007
hll p:l/www.brico-dnl.l:lllll/clIlalut;lIS/pgOI.hlm
1JEPEND.O-lOK
Inn e r Sea J
Contents
~ Features & Bene/its
ca InllcrScal Typ~~
ca Rubber Material
Selection
}~~~\t~C;:~_.
'ntroduction
Repairing leaking pipelines in buried service
has long been a complex, time consuming,
and expensive process. You want high quality
and cost effective solutions. With
Depend-O-Lokl>s InnerSeal and InnerFlex
units, you get that and more.
First, the Depend-O-Lok InnerSeal Repair system gives you the assurance of a
strong and lasting repair. Which means renewed and extended life for your pipelines.
Secondly, with InnerSeal you can use your own labor force to make repairs quickly,
easily, and at lower cost. No more costly excavations. This results in savings of 75%
or more over conventional repair methods and 35% over other internal seals.
. Workers, with easy access to the pipeline through manholes, can fix the leak and
immediately test the repair to ensure it's bottle-tight.
TypicallnnerSeal applications include repairing pipes that have:
ca Leaking joints caused by pipe deflection,
ca Joints leaking due to pipe offset
. leaks caused by corrosion,
. Cracks or holes.
e Joint leaks due to out-of-round pipe.
· Leaded joints, to isolate the lead from potable water.
InnerSeal has the desirable low profile that assures maximum flow through the
pipeline. The units are designed for pipes from 18" to 144" diameter with internal
working pressures up to 300 psi. Brico has furnished specially designed InnerSeals
for internal pressure of 500 psi and diameters in excess of 216". They may be
manufactured for transition joints and are available in multiple segments, for ease of
handling in confined sp'aces.
Contractors installing large diameter pipe with rubber gaskets or welded joints, and
who wonet test the pipe hydrostatically for some time, can benefit from using the
InnerSeal unit as a test device.
I hr,
RE,?EIVED.: 2/14/01 11 :40; ->CH2M HILL; #153; PAGE 5
t:'EB~14~2001 11: 35 FROM.: FAX
9129651044
TO: 7063032429
P.005/007
. 11111',1/\\ II II ,10111.''-U\II.~''1I1 \.i1IOII"l!i I~: l'loill":, I 1111I
DEPEftD.O.JD/(
Inn e r 5 e a I
InnerSeal is engineered to match your needs
Standard lnner$eal units are designed to meet typical pipeline repair situations.
Sometimes pipe joint distortion. misalignment, instability and other unusual conditions
require specially designed sealing units. Brico Industries recognizes this and, in
addition to its standard units, offers you the benefit of custom designed Inner$eals to
meet unique needs. Please contact us for design assistance whenever you have
special requirements.
The Depend-O-Lok InnerSeal units are manufactured from either carbon or stainless
steel and are available in three styles.
InnerSeal Type I
,)
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Utilizes a solid style band. This unit offers the greatest strength and joint protection.
Pipe joints may be pressure tested to up to 50 psi. It is available in 7" to 24" widths.
Type I units allow for some axial pipe movement and should be installed where
pipeline_~ joints are most closely aligned. It is not recommended for repairing joints
that are offset or deflected.
, l"norSe.al, Type' II
I=~'=::;=r~"'-- "''''''"":'~I,''",- -,-',-'.. ',._':.- ~..~ ,,'I
Uses arched bands. These units are designed for installation where joint deflection
and offset may exist and where spanning wider areas of damaged pipe is desired.
The standard width for this unit is 12" and is available in 12" increments up to 48"
wide. The standard installation test pressure is 5 psi.
The narrower, lighter bands of the Inner$ealll are easy to handle, making it the ideal
choice for pipeline rehabilitation or for repairing leaks at difficult to reach pipeline
locations. Type" are the easiest to install, resulting in the most economical solution
to your joint problems.
InnerFlex
'"'~-~~1J."" """.~l.-'-- '.ir=~:;::r ]1-"
Features heavier arched bands than that of the InnerSeal " unit, paired with a unique
flexible sleeve. The InnerFlex is the ideal solution for joints in a dynamic state where
lof2
21121:!OIlI 1O:!iU ^M !
RECEIVED: 2/14/01 11 :41; ->CH2M HILL; #153; PAGE 6
,~Ea~14L2001 11:35 FROM:FAX
9129651044
TO: 7063032429 P.006/007
. IIIIP.l;\\'\\ ".l.III\.:t,l-lluL~\III~'~alah '!::II~IP!.:lJL.hlln
additional joint deflection, offset and expansion may occur. InnerFlex standard width
is 18" and is available in widths up to 48". Standard installation test pressure for
these units is 7 psi.
-0-
.:::I1BRlro
~In~
I IntroductIon I Features & Benefits I Rubber Material Selection I
~_ _ M' . . _....
I Hom~ I CatalQg I
Copyrighl (l 1997 Brico In<lustriea Inc. An rights reseNed.
(phoneJ nO,840,06t12 lfalC) nO.840,8312 lerna~J inlod2Jll(icll:dpf~
2 f.I(2
211212UOI 1U:5U ^M
REqEIVED.:
2/14/01 11 :41; ->CH2M HILL; #153; PAGE 7
.FEe~14~2001 11:35 FROM:FAX
9129651044
TO: 7063032429 P.007/007
~ hup://w\\ \\',1" 1U,I-JlIl.wlIl/l:lllah"wl:-i/I'!::IIJ,llInl
DEflEND.O.J.OK
Inn e , 5 e a I
Rubber Material Selection
InnerSeal gaskets and sleeves can be furnished to comply with NSF 61 requirements
for potable water.
ISOPRENE: Temperature range: ~800 to +1650 F. Excellent resistance to water, salt
water and sewage. Good res';stance to oxygen and dilute acids.
BUNA-N: Temperature range: -400 to +2200 F, Excellent resistance to petroleum oils,
and gasoline. Good resistance to hydrocarbons, acids and bases.
NEOPRENE: Temperature range: -400 to +2300 F. Good resistance to ozone,
sunlight and oils.
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I Introduction I Fe.atures & 8~D,efits l'nn~Sea' TVDe~ I
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