WPC 2QB$R ZCourierw RomanCourierCourier BoldCourier Italic@`7@HP LaserJet 4HPLAS4.PRS 4dp@sQ\*"P@wA6AX`AT`T`TA``66`6````AI6````T\&\hA2hXAAA2AAAAAAAA`6TTTTT}TwTwTwTwTA6A6A6A6``````````T`^```k`TTTTTTTywTwTwTwT````````A6A6A6A6kI`w6wMw6wAw6`q````AAAkIkIkIkIwQw6w6```````wTwTwT`w6`AkIw6``y``2``@#@WddddddddddddddddddddddddddddddddddddddddNEssEX`AT`````6=`:=`:AATT`BBs``uEssErkkAT`:"`soh`kss`|dBoldHPLAS4.PRS 4?f\  P6G;\*"P?P2r$Z  X` hp x (#%'0*,.8135@8:, Page,  s5  F ooter, B , E dit. Delete the "Project Name (ftr B)" text and replace  s5 it with the name of the project (bolded) . , until you arrive at the document text.(# D.The Guide Specifications are being reviewed and revised. Your technical comments on any guide spec would be greatly appreciated. Also, any specs that are written "from scratch" that would benefit others could be sent to either Dion Dishong or Lori Quayle, RS110.(#  s5  DRAWING DATA REQUIRED: Use standard drawing No. 02294-1: Typical Water Retention Pit, as appropriate; add location and detail drawings as needed. Drawings should include: 1.` ` Extent of liner.(#` 2.` ` Details of anchorage.(#` 3.` ` Thickness of earth cover (PVC liner).(#` 4.` ` Special seams and details of items penetrating liner.(#` 5.` ` Details of floating cover, if specified.(#`  s4X  REVISIONS OF THIS SECTION:  r5  CSI format, editorial changes: 6/96 Metric: Technical Update: 6/96 POINT OF CONTACT: Curt Wagner/Tom Morin Phone: (303) 2369522/2366418 "0*((   X` @ `@ !@  `@ `! X #d6X@8;Oe@# I. A. 1. a.(1)(a) i) a).1 A. 1. a. 1) a)(1)(a)J s4 #d `7#`d(#APOND AND RESERVOIR LINERS Project Name (ftr B)` (#T[6/96] .02666   b-SECTION 02666 'POND AND RESERVOIR LINERS PART 1P GENERAL(# 1.1p  SUMMARY(#  @@ A.  Section Includes: [Furnishing] [and] [Installing] [Installing with Government-furnished property] [Installing with Contractor-furnished property and Government-furnished property] [pond and reservoir liners] [and] [water storage bags] made of butyl rubber or synthetic compounds.(#  @@ B.  Related Sections:(#  ************************************************** DELETE EITHER 01009 OR 01010. EITHER SECTION 01300 OR 01410 MUST BE USED WHEN 01010 IS USED. ************************************************** @@   General Information and Requirements(# `(#MSection 01009 @@   Summary of Work(# `(#MSection 01010 @@   Government-Furnished Property(# `(#MSection 01019 @@   Submittals(# `(#MSection 01300 @@   Certificates of Conformance(# `(#MSection 01365 1.2p  SUBMITTALS(#  @@ A.  General: Submittals shall be according to [Section 01009 General Information and Requirements.] [Section 01300 Submittals.] [and] [Section 01365 Certificates of Conformance.](#  @@ B.  Manufacturer's Literature and Data: Submit three copies of the manufacturer's descriptive data for the liner, seam adhesive, penetration assemblies, cover, and filter fabric to be used on this project.(#  @@ C.  Installation Instructions: Submit three copies of the manufacturer's installation instructions for the liner, seam adhesive, penetration assemblies, cover, and filter fabric to be used on this project. Also submit certification that the liner installer is qualified to perform the work according to this specification and that the liner manufacturer's field representative shall be in attendance at project site during installation of liner [and cover].(#  @@ D.  Drawings: Submit three drawings indicating the location of fieldfabricated seams, joints, anchorages, methods of sealing other structures, and openings through the lining.(#  @@ E.  Certificates of Conformance: Submit three copies of written certification from the manufacturer of the Contractorfurnished liner to be used on this project that it conforms to the requirements of this specification section. Liners shall be certified to be nontoxic to fish and conform to regulations regarding potable water.(#  @@ F.  Reports: Submit three copies of the physical data of the pea gravel to be used on this project. Data shall include gradation, source and physical description.(#  @@ G.  Submit three samples 6 x 6 inches of liner with three field applied lap seams.(#  1.3p  DELIVERY, STORAGE, AND HANDLING(#  @@ A.  Delivery: Deliver liner [,cover,] [and filter fabric] to site in largest size panels possible to minimize field seaming.(# )-**Ԍ@@ B.  Storage: Protect materials from sunlight and other ultraviolet light sources during storage. Keep cements and adhesives from extreme cold or heat. Keep materials clean and dry.(#  1.4p  QUALITY ASSURANCE(#  @@ A.  Single Source Responsibility: Obtain lining materials, accessories, and required adhesives from a single manufacturer.(#  @@ B.  Installer Qualifications: Installation shall be performed by an authorized installer who has documentation of previously installing a minimum of 185000sq. m (2,000,000 sq.ft.) of liner material or has documentation of a manufacturer's field representative in attendance at site.(#  PART 2.1 A. 1. a. 1) a)(1)(a).1 A. 1. a. 1) a)(1)(a)P PRODUCTS(# 2.1p  MATERIALS(#  *****************************************************  s5  LINER FABRICATION ONE OR MORE LAYERS OF FABRIC SCRIM, EITHER NYLON OR POLYESTER, MAY BE LAMINATED BETWEEN TWO LAYERS OF SHEET TO PRODUCE A REINFORCED MEMBRANE. A SCRIM IS ESSENTIAL WHERE THERE IS HIGH GROUND WATER TABLE OR WHERE SOIL DECOMPOSITION PRODUCES METHANE GAS, AIR OR GAS POCKETS FORM UNDER THE LINER. SCRIMREINFORCED LINERS ARE ALSO RECOMMENDED WHERE SIDE SLOPES ARE STEEPER THAN 2:1 OR WHERE HIGH WINDS ARE PREVALENT.  s5  EPDM HYDROCARBON RUBBER IS SUPPLIED IN CURED SHEETS UP TO 60 MILS THICK, WITH OR WITHOUT SCRIM. EPDM'S GOOD HEAT RESISTANCE MAKES IT ESPECIALLY SUITABLE FOR EFFLUENTS AT HIGH TEMPERATURES UP TO 250 DEGREES F. BECAUSE OF ITS POOR RESISTANCE TO HYDROCARBONS, IT SHOULD NOT BE USED NEAR/WITH OIL AND HYDROCARBON SOLVENTS.  s5  CSPE SYNTHETIC RUBBER IS AVAILABLE 4 TO 6 FEET WIDE AND UP TO 60 MILS THICK, WITH OR WITHOUT SCRIM SUPPORT. IT IS RESILIENT AND CONFORMS TO PIT IRREGULARITIES AS WELL AS MOVEMENT; IS ACCEPTED BY FDA FOR USE WITH POTABLE WATER; WILL NOT BECOME BRITTLE AT LOW TEMPERATURES AND CAN BE INSTALLED IN COLD CLIMATES; AND IS RESISTANT TO SOIL CHEMICALS AND MICROORGANISMS. WILL NOT WITHSTAND EXPOSURE TO HEAVY CONCENTRATIONS OF CERTAIN OILS AND SOLVENTS.  s5  PVC IS USED ON LESS CRITICAL INSTALLATIONS SUCH AS FARM PONDS, SHALLOW LAKES, AND TEMPORARY STORAGE. IT HAS GOOD ABRASION RESISTANCE, HIGH TENSILE STRENGTH AND FLEXIBILITY. PVC LINERS SHOW GOOD CHEMICAL RESISTANCE TO MANY INORGANIC CHEMICALS; HOWEVER, ORGANIC SOLVENTS MAY LIMIT ITS APPLICABILITY. SPECIAL "OIL RESISTANT" GRADES ARE ALSO AVAILABLE. PVC COMPOUNDS CONTAIN 25 TO 30 PERCENT PLASTICIZERS TO MAKE IT FLEXIBLE. THE COMPOUNDS SHOULD NOT CONTAIN ANY WATER SOLUBLE INGREDIENTS, SINCE THE LOSS OF PLASTICIZER WILL RESULT IN A CHANGE OF PHYSICAL PROPERTIES. CARBON BLACK PREVENTS ULTRAVIOLET ATTACK, BUT DOES CAUSE THE ABSORPTION OF SOLAR HEAT THAT COULD CAUSE VAPORIZATION OF THE PLASTICIZER. A SOIL OR OTHER COVERING MUST BE USED TO PROTECT THE PVC FROM HEAT, UV, AND WEATHERING. ***************************************************** @@ A.  EPDM Liner: Complying with the following:(#  @@   1. Thickness: [0.8 mm (30 mils)] [1.1 mm (45 mils)] [1.5 mm (60mils)], nominal.(# @@   2. Ultimate Elongation: ASTMD 412: 300 percent.(# @@   3. Brittleness Temperature: ASTMD 746: Minus 59 degrees C (75degreesF).(# @@   4. Tear Resistance: ASTMD 624: 2230 kg per linear meter (125 lb per linear inch).(# @@   5. Resistance to Ozone Aging: ASTMD 1149: No cracks evident after 168 hours' exposure of 50 percent elongated samples at 40 degrees C (104 degreesF) and 100 MPa (100 pphm) ozone.(# )-**Ԍ@@   6. Resistance to Heat Aging: ASTMD 573: Maximum reduction in elongation of 30 percent, maximum loss of tensile strength of 15percent after 168 hours at 116 degrees C (240 degreesF).(# @@   7. Tensile Strength: ASTMD 412: 9.6 MPa (1400 psi).(# @@   8. Reinforcing Scrim: Polyester or nylon.(# @@ B.  Chlorosulfonated Polyethylene (CSPE): Complying with the following:(#  c ddx !TT<8\\ c  #   K PROPERTY[ TEST METHOD[ > < MINIMUM > #   8 1.N Gauge (Mils Nominal) #9j0.96 mm <(36)#B*1.1 mm D(45)#Kv1.5 mm M>(60)  [ 2. Thickness (Mils)  ASTM D 751 Optical #>^34 #F41 #O55   3. Breaking Strength (lbs))  ASTM D 751, Method A) #=200) #EV250) #N300    4. Tear Strength (lbs)  ASTM D 751, Modified #>^80 #F90 #N100  )  5. Low Temperature (F) ASTM D 2136, 1/8 inch mandrel, 4 hrs., Pass#=ԩ40#EVԩ40#Nԩ40 A   6. Hydrostatic Resistance (lbs/sq.inch) ASTM D 751, Method A Procedure 1#=250#EV250#N250A A  7. Ply Adhesion Each Direction (lbs/sq.inch)- ASTM D 413 Machine Method-#?8-#G8-#Pj8A    8.0 Bonded Seam Strengthfactory seam (ppi width)% ASTM D 751 Modified%#=160%#EV200%#N240  - @@   1.   ` Reinforcing Scrim: Polyester or nylon.(# @@ C.  Vinyl (PVC) Liner: Virgin polyvinyl chloride with plasticizers and other modifiers, formed into uniform flexible sheets, complying with the following:(#  w !TT<8\\  ATT<L 000 w "  #  -"  PROPERTY TEST METHOD fTA < MINIMUM >  #     1. Thickness (Mils Nominal)s ASTM D 1593s#?30s#D40s#J50s#Q60   2.f Breaking Factor (lbs./inch width)  ASTM D 882 #?69 #D92 #I115 #P138  s 3.! Elongation @ Break, %! ASTM D 882!#>@350!#Cp400!#I450!#P450    4.! Low Temperature (F)! ASTM D 1790!#>@ԩ20!#Cpԩ25!#Iԩ30!#Pԩ30  ! 5." Hydrostatic Resistance (psi)# ASTM D 751, ##?85##Cp110##I150##P175  ! 6.$ Puncture (psi)$ ASTM D 4833$#?50$#D60$#J60$#Q60 Q  # 7.% Bonded Seam Strengthfactory seam (ppi width)& ASTM D 3038, Modified&#>@55.@2&#Cp73.E86&#J92&#N110.4Q  $ 2.2p  ACCESSORIES(#  @@ A.  Adhesives: Provide types of adhesive compounds and tapes recommended by liner manufacturer for bonding to structures (if required), form)-** sealing of seams in membrane, and for sealing projections through liner.(#  2.3p  FILTER FABRIC(#  ***************************************************** FILTER FABRIC IS A USEFUL MATERIAL TO PROVIDE: 1) A BETTER SUBGRADE; 2) A PATH FOR WATER OR GAS MIGRATION; 3) AND A CONVENIENT MATERIAL FOR DRAINAGE WHEN A DOUBLE LINER SYSTEM IS USED. SPECIFY CLOTH THAT RETAINS THE SOIL BEING PROTECTED, YET THAT HAS OPENINGS LARGE ENOUGH TO PERMIT DRAINAGE AND PREVENT CLOGGING. SELECT THE "EQUIVALENT OPENING SIZES" (EOS) AND "PERCENT OPEN AREA" BASED ON THE FOLLOWING CRITERIA: @@ 1. FILTER CLOTH ADJACENT TO GRANULAR MATERIALS CONTAINING 50 PERCENT OR LESS BY WEIGHT FINES (MATERIALS PASSING [75 MICROMETERS] [NO. 200] SIEVE):(#@ @@   A. THE 85 PERCENT SIZE OF THE SOIL, DIVIDED BY THE NEAREST OPENING SIZE OF EOS SIEVE (NEAREST U.S. STANDARD SIEVE) IS EQUAL TO OR GREATER THAN ONE.(#  @@   B. OPEN AREA NOT TO EXCEED 36 PERCENT.(#  @@ 2. FILTER CLOTHS ADJACENT TO ALL OTHER TYPE SOILS:(#@ @@   A. EOS NO LARGER THAN THE OPENINGS IN THE U.S. STANDARD SIEVE [212 MICROMETERS] [NO. 70].(#  @@   B. OPEN AREA NOT TO EXCEED 10 PERCENT.(#  TO REDUCE THE CHANCE OF CLOGGING, NO CLOTH SHOULD BE SPECIFIED WITH AN OPEN AREA LESS THAN 4 PERCENT OR AN EOS WITH OPENINGS SMALLER THAN THE OPENINGS OF A U.S. STANDARD SIEVE SIZED [150 MICROMETERS] [NO. 100]. ***************************************************** @@ A.  Requirements: Provide a permeable, synthetic barrier sheet resistant to mildew, chemicals in soil, stable under freeze-thaw cycles, which will not shrink or expand under wet conditions, and will not unravel or become clogged during use. Filter cloth shall have a minimum tensile strength of 534 N (120 pounds). Allowable open area shall not exceed 36 percent and shall not be less than 4 percent. Percent open area is defined as the summation of open areas divided by total area of filter cloth. Equivalent Opening Size (EOS) shall not be finer than the U.S. Standard sieve 212 micrometers (No.70).(#  2.4p  FABRICATION(#  @@ A.  General: Fabricate liner [and cover] in sizes as large as possible with factorysealed seams, consistent with limitations of weight and installation procedures to minimize field seaming.(#  2.5p  NYLON REINFORCED STORAGE BAGS(#  @@ A.  Properties:(#  @@   1. Thickness: The nominal thickness shall be 1/16 inch.(#  r5P @@   2. Weight: The weight of the material shall be 50 oz per yd2 minimum, according to ASTM D 751.(# @@   3. Mullen Hydrostatic Strength: The minimum hydrostatic strength shall be 300 psi, according to ASTM D 751.(# @@   4. Breaking Strength: The minimum breaking strength shall be 180 lb minimum in both directions, according to ASTM D 751 (Method A).(# @@   5. Elongation: The elongation at break shall be a maximum of 40% in both directions, according to ASTM D 751.(# @@   6. Tear Resistance: The warp tear resistance shall be 50 lb minimum, according to ASTM D 751; and fill tear resistance shall be 15 lb minimum, according to ASTM D 751, Method B.(# @@   7. Ozone Resistance at 7 Days: The material shall show no cracks (50 pphm at 100 degrees F, Procedure B), according to ASTM D 518 and ASTM D1149.(# @@   8. Seams: Prefabricated storage bags shall be of one-piece factory fabrication; field seaming is not permitted. Panel sheet seams shall be fabricated using either autoclave or heatbar to form a)-** continuous hot-vulcanized seam; and edges (perimeter seams) shall be double thickness, fabricated using a heatbar to form a continuous, hot-vulcanized seam. Install 9/16-inch diameter (minimum) metal grommets on 6-foot centers around the perimeter seam of the prefabricated bag. The seam strength shall be 10 lb per inch of width for peel, according to ASTM D 1876, and the shear strength of the seam shall be stronger than the fabric material, as tested on a 12-inch wide specimen.(# PART 3.1 A. 1. a. 1) a)(1)(a).1 A. 1. a. 1) a)(1)(a)P EXECUTION(# 3.1p  PREPARATION(#  @@ A.  Earthwork: Install pond liners and storage bags on grade or fill that is smooth, even, and adequately compacted so that settlement sufficient to dislodge or tear the liner shall not occur. The base shall be free of debris or objects that may puncture the liner material.(#  @@ B.  Clearing and Grubbing: Shall be [as shown on the drawings.] [according to Section 02231 - Clearing and Grubbing.](#  @@ C.  Gravel Base: Pea gravel shall consist of clean, natural stone free from clay, shale, and organic matter; [1/4] inch to [1/2] inch size.(#  3.2p  FILTER FABRIC INSTALLATION(#  @@ A.  Requirements: Place synthetic fiber filter fabric on prepared subgrade. Repair damaged fabric by placing an additional layer of fabric to cover the damaged area a minimum of 0.91 mm (three feet) overlap in all directions. Overlap fabric at joints a minimum of 0.91 mm (three feet). [Obtain approval of filter fabric installation before placing fill. Place fill on fabric in the direction of overlaps and compact as specified in Section 02301, "Earthwork for Structures and Pavements."] Follow manufacturer's recommended installation procedures.(#  3.3p  LINER INSTALLATION(#  @@ A.  General: Place flexible membrane liner over prepared surfaces to ensure minimum handling. Fit closely and seal around inlets, outlets, and other projections through liner. Place the panels to minimize field seaming. Keep horizontal field seams on slopes to a minimum. Install the liner in a relaxed condition, free of stress, tension, and wrinkles. Do not stretch the liner to fit.(#  @@ B.  Liner Field Seams: Use lapped and sealed seams in field, matching factoryfabricated panels. Form lapped seams by lapping edges of pieces 150 mm (6 inches), unless larger overlap is recommended by liner manufacturer. Wipe contact surface of pieces clean and free of dirt, dust, moisture, and other substances. Use solvent cleaning methods as recommended by liner manufacturer. Apply bonding adhesive to both contact surfaces in the seam area and press together immediately, or use other seaming methods approved by liner manufacturer. Smooth out wrinkles and other imperfections. Carefully inspect seams and reseal voids.(#  ***************************************************** EARTH ANCHORAGE AT PERIMETER IS THE PREFERRED METHOD OF PROVIDING ANCHORAGE. WHERE CONCRETE IS USED AS TRENCH BACKFILL, MODIFY PARAGRAPH ACCORDINGLY. ***************************************************** @@ C.  Earth Anchorage: Make perimeter trench a minimum of 300 mm (12inches) wide by 300 mm (12 inches) deep or as indicated on drawings. After installation of liner in reservoir is complete, place liner in perimeter trench. Backfill trench.(# )-**Ԍ@@ D.  Anchorage to Structures: Remove curing compounds and coatings from joint area. Use liner manufacturer's recommended adhesive system. Provide a 150 mm (6 inch) wide structuretoliner joint. In addition, mechanical attachment may be necessary.(#  @@ E.  Liner Repairs: Repair tears, punctures, and other imperfections in liner fabric using patches of liner material and bonding methods recommended by liner manufacturer. Patches should be cut so as to cover the area to be repaired by a minimum of 100 mm (4 inches) in all directions. Cut patches with rounded corners.(#  3.4p  FIELD QUALITY CONTROL(#  @@ A.  Inspections: Lining surfaces showing injury due to scuffing, penetration by foreign objects, or distress from rough subgrade, shall, as directed by the manufacturer's field representative in attendance, be replaced or covered and sealed with an additional layer of liner of the proper size.(#  @@   1. Prior to initial filling of pond, inspect seams and patched areas to ensure tight, properly bonded installation. Repair damaged seams in accordance with liner manufacturer's instructions.(# @@ B.  Manufacturer Field Services: A field service representative from the liner manufacturer is required during liner installation.(#  ***************************************************** USE BELOW PARAGRAPH WHEN REQUIRED TO DETERMINE WHETHER THE LINER LEAKAGE IS WITHIN ACCEPTABLE LIMITSA LINER WITH NO LEAKAGE IS UNREALISTIC. ALSO, THE COST OF PERFORMING LEAKAGE TESTING MAY BE TOO HIGH IF THE POND IS LARGE. ***************************************************** @@ C.  Testing: Test pond or reservoir for leakage. Determine leakage rate. Leakage rate shall not exceed 0.063 Liters per second (1gal/min).(#  ***************************************************** MANY STATES NOW REQUIRE NEW FINISHED WATER RESERVOIRS BE COVERED TO PREVENT WATER QUALITY DETERIORATION. A NONRIGID SYSTEM COVERS LARGE AREAS OF EXPOSED WATER WITH A HUGE IMPERMEABLE SHEET OF FLEXIBLE MATERIAL. THE COVER IS ATTACHED TO THE BERM OF THE RESERVOIR WITH SUFFICIENT SLACK TO PERMIT IT TO RISE AND FALL AS THE WATER LEVEL CHANGES. NOT ALL LINER MANUFACTURERS PROVIDE FLOATING COVERS. ***************************************************** 3.5p  POND COVER(#  @@ A.  Requirements: Cover material shall be approved by Contracting Officer or the manufacturer's field representative. Place a nominal 300 mm (12inches) of approved cover material over lining as shown on the drawings.(#  @@   1. Soil containing sharp, jagged rocks, roots, debris, or other material which may puncture the membrane shall not be used as cover material.(# @@   2. The Contractor shall demonstrate to the Contracting Officer that the equipment and method of placing the cover material over the lining is not detrimental to the liner.(# PART 4.1 A. 1. a. 1) a)(1)(a).1 A. 1. a. 1) a)(1)(a)P MEASUREMENT AND PAYMENT(# 4.1p  METHOD OF MEASUREMENT(#  ***************************************************** WHEN A "LUMP SUM" CONTRACT IS USED, DELETE THE TITLE PART 4: MEASUREMENT AND PAYMENT, AND BOTH ARTICLES FROM THIS SECTION. MEASUREMENT AND PAYMENT, WILL BE ADDRESSED IN PART 4 OF SECTION 01009 OR SECTION 01010.)-**ԌWHEN NOT A "LUMP SUM" CONTRACT, SELECT APPLICABLE PHRASES; USE THE "NO MEASUREMENT" PHRASE WHEN NONE OF THE PAY ITEMS IN THIS SECTION ARE INCLUDED IN THE BID SCHEDULE. ***************************************************** @@ A.  Units: [The work described in this section will not be measured for payment.] [Pond] [and] [reservoir liners] [and] [storage bags] [are measured and paid for] [on a lump sum basis.] [per each liner or storage bag.] [per square yard.](#  4.2p  BASIS OF PAYMENT(#  ***************************************************** WHEN NOT A "LUMP SUM" CONTRACT, SELECT APPLICABLE PHRASES; USE THE "NO DIRECT PAYMENT" PHRASE WHEN NONE OF THE PAY ITEMS IN THIS SECTION ARE INCLUDED IN THE BID SCHEDULE. WHEN NOT A "LUMP SUM" CONTRACT AND PAYMENT IS TO BE MADE UNDER THIS SECTION, SELECT APPLICABLE PAY ITEMS. DO NOT CHANGE PAY ITEM NUMBER. WHEN GOVERNMENTFURNISHED PROPERTY IS SPECIFIED FOR PAY ITEMS, THE LETTER SUFFIX GF WILL BE ADDED AFTER THE PARENTHESIS OF THE ITEM NUMBER. ***************************************************** @@ A.  Payment: [No direct payment for the work described under this section will be made. Consideration for this item shall be included in the bid price for other scheduled items of the Contract.] [Prices and payment will be full compensation for the work described in this section. Payment will be made under:](#  @@   Pay Item Pay Unit(#  @@   02666(01) Nonreinforced Sheeting Pond Liner(# p (#RLump Sum @@   02666(02) Nonreinforced Sheeting Pond Liner(# p(#OSquare Yard @@   02666(10) Nylon Reinforced Sheeting Pond Liner(# p (#RLump Sum @@   02666(11) Nylon Reinforced Sheeting Pond Liner(# p(#OSquare Yard @@   02666(20) Nylon Reinforced Storage Bags(# p (#RLump Sum @@   02666(21) Nylon Reinforced Storage Bags(# p!(#VEach 0,END OF SECTION