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o p�' CC�C� HYDROSEEDING, INC. 1321 TAC. PT. DR. E. SUMNER, WA. 98390 y .~"1a"``� I may; . October 21, 1996 NOV A a — b C/7'Y RJC Inc. Cngin Qr 79 ® P.O. BOX 467 Dept. Maple Valley, Wa. 98038 Attn: Rick Johnson Enclosed submittal on EcoAegis bonded fiber matrix as MFG by Canfor. This is what we ran on the High Ave. project. If there are any further question please call . Si ere 1 i Hydroseeding, Inc. (206) 770-0240 EcoAegis — the Smart Way to Stabilize Slopes FgIvA i : . Bonded Fiber Matrix • - t ie Control Erosion Better... Faster... ` and Easier... with Less Risk. Premium Fibers Fast, Easy Mixing Stabilizes Steep,Hard-to- When your erosion problem demands the soil-holding EcoAegis is made from engineered, EcoAegis is mixed with mechanical reach Slopes strength of a mat but your budget calls for the faster speed thermo-mechanically refined residual agitation in the hydroseeding tank at EcoAegis is normally applied and lower cost of hydroseeding, choose the smart solution— wood fibers. This process produces a the rate of about 40lbs.fiber per100 hydraulically at the rate of3,000to •EcoAegis" bonded fiber matrix. 16. clean,highly fibrous material of gal. water(5kgliber/100L water). The 4,000lbs.per acre.It bonds to most interlocking'fingers"-the very best product mixes quickly and easily and slopes,including near-vertical surfaces. Our blend of refined wood fiber and unique, sophisticated fibers for hydromulching. pumps smoothly. No special operator training is required tackifiers, is applied in a one-step hydroseeding process. other than normal hydroseeding Once dry, it forms a water-insoluble protective cover that is procedures.It can also be applied by porous and breathable and secures soil and seed while helicopter to protect inaccessible sites. enhancing establishment of vegetation. We developed EcoAegis", named after Aegis the shield that protected the mythological Greek god Zeus, to provide a more versatile, easier-to-use and biodegradable alternative to erosion control mats.' EcoAegis can be applied with seed and fertilizer using ` ,. , � `IN. conventional mechanically-agitated hydroseeding equipment. , We call this process Hydro-Matting. , f ..k ry Enhances plant growth The Protective Shield The key to performance of EcoAegis is the use of EcoAegis forms a protective cover that Under normal conditions,EcoAegis sets crosslinking agents. The bonding compounds used in the product, polysaccharide polymers, are made of long-chain (((��� t absorbs the erosive impact of rain up within 24 hours to form a durable,natural- t 31 a drops and foot traffic to hold soil,seed and colored,water-resistant matrix. Depending on molecules. Left alone, these molecules move independently of one another. However,.the CrOSSlinking agents in fertilizer firmly inplace. 1•heseed isnot topography and application technique,it dries EcoAegis tie one polymer to another. This linkage allows EcoAegis dries to form a smothered,which can happen with erosion toa thickness of about tBtoi/4in(3-6mm). EcoAegis to mix and flow easily when wet and enables it to control mats. In addition,EcoAegis retains This shield bonds intimately with the soil and g Y continuous protective more than ten times its weight in water and conforms to contours to ensure complete remain strong and insoluble once dry -- protecting the soil shield bonding to and reduces evaporation,creating a micro- protection.It can set up to protect a new surface from repeated rains and sheet flows. across the soil surface. environment that helps nurture plant growth. seeding even when applied at near-freezing EcoAegis is gentle on the environment, too. Because it is It's interlocking fibers temperatures. sprayed on, the site remains relatively undisturbed, further contribute to it's incredible reducing risks of erosion. In time, the product decomposes strength and durability. to carbon dioxide, a natural by-product of organic decompo- sition used by plants for photosynthesis, and water. Independent Tests Demonstrate Better than Erosion EcoAegis is a proprietary blend of materials that work Value of EcoAegis Control Mats in combination to bond wood fibers into a durable matrix. The bonded fiber matrix provides protection from EcoAegis reflects extensive research and The tests illustrate the ability of EcoAegis to erosion while supporting plant establishment. development and a sound testing program. Our nearly match or exceed-performance of erosion objective was to develop the best bonded fiber control mats in three critical areas. Intended Use EcoAegis has been developed to control wind matrix available. Not one of the many other In each case, EcoAegis is compared to the rain erosion on sloped surfaces.it is designed formulations studied equaled the performance average of the four top-performing mats. to provide temporary control of erosion until vegetation can become established to provide levels achieved by EcoAegis. It is an effective` Note.The four best mats vary from one category of comparison to permanent erosion control. alternative solution to difficult erosion problems: another.No one mat was better than EcoAegis in all categories,further EcoAegis is not designed for and is not effectiv EcoAegis has performed successfully on sites verifying the overall strengths of EcoAegis.Tests were conducted in controlling erosion caused b : scientifically to obtain honest results even though there may be subtle 9 y ranging from near-freezing temperatures in Canada variances from one test to another. —massive slope failure, • to the heat of an Australian summer. For all tests slope=2.5:1 (H:v); —surface peeling; Independent testing by an internationally- Rainfall=5 in. per hour -frost heaving. respected laboratory in the United States confirms Rainfall duration=30 minutes EcoAegis is not suited for: the outstanding performance of EcoAegis. We set -long-term or permanent erosion control the performance benchmark for EcoAegis to be Runoff gal/hour(less is better) without vegetation; equal to or better than the best-performing prod —protecting channels from erosion;3.zz —preventing erosion from concentrated ucts published in Effectiveness of Selected Materi- overland flows of water. als Under Simulated Rain and Sunlight, Proceed- 14.97 Package Weight 50 Ib.bags ings of Conference XXVI, International Erosion w_.._.. ... _...1 Moisture Content +/12%by weight Control Association, Atlanta, GA., February, 1995. 9.15 Composition Refined wood fiber(90%by weight) As the following results show, the strengths of Blended hydrocolloid-based binder EcoAegis may, indeed, have set a new benchmark 1 z 3 a 5 6 7 6 s 10 (10%by weight) of performance for this type of erosion control.The Color Natural advantages of EcoAegis include: Water Holding Soil Erosion lbs/hr(less is better) Capacity ca.10 times its own weight • Less water runoff • Generally higher seed Mixing Instructions 40 lbs.of fiber per 100 gal.water(5kg/100L) • Less seed loss germination rates •04 Application Method Conventional hydroseeding equipment • Less SOiI loss _ with mechanical agitation. 66 Application Rate Typically 3000 to 4,000 Ibs/acre (3,300 to 4,400 kg/Ha.).Rates may vary due to .12 site specific conditions and in some cases may Runoff require two applications so as to eliminate EcoAegis reduced water runoff 65% compared o .02 .04 A6 .06 shadowing or slumping. '1 't2 Surface Coverage to another BFM and 35% compared to the average Thickness Depending on topography and application, of the four best mats. Seed Germilnatio/n% (more is better) approximately 1/8"to 1/4"after application. Soil Erosion Environmental EcoAegis saved 67% more soil than another 73.4 Considerations: EcoAegis decomposes to CO,and H,0 BFM and 33% more soil than the average of the four ' " EcoAegis is practically non-toxic to fish as best mats. Y r §* 74 determined by a 96 hour LC,,rainbow trout Seed Germination Rate bioassay(LC5o=2835 mg/L).Readings above Germination rate of seed protected with f 62.9 1,000 mg/L are considered safe. EcoAegis was 17% higher than another BFM and EcoAegis contains no formaldehyde. within 1% of the four-mat average. 55 60 65 70 75 Specifications Suggested wording for Specifications The Bonded Fiber Matrix (BFM) shall be a hydraulically applied system of long strand residual wood fibers produced by thermo-mechanical defibration of wood chips and joined together by a high-strength non-toxic adhesive to create a continuous three dimensional blanket that adheres to the soil surface to form a bonded fiber matrix. The system shall be applied to the soil as a viscous mixture, which, upon drying, creates a high- str th, porous and erosion-resistant mat. Upon dr the matrix shall not inhibit the germination and growth of plants in and beneath the layer. The matrix shall retain its form despite re-wetting. APPLICATION. Hydraulically applied soil stabiliza- tion matting shall be applied at the rate of 3,000 Ibs/acre (3,300kg/Ha) or in accordance with the manufacturer's recommendations and application parameters.The resultant coverage must be at least 1/8 inch thick(3mm) over the entire surface area (maximum occasional voids of 1 mm allowed). Where BFM is required by the plans on 1.5:1 or steeper slopes or cut or fill slopes 20 feet or more in height, the slopes shall be stabilized as the faces are exposed, as practical. Slopes with lateral seeps shale allowed to dry before treating with a BFM. Fu more, BFM should be applied from alternate directions to alleviate "shadowing"and be. n applied when no rainfall ' is expected for 24 hours. Dr.David Martin and Doris Lougheed are the Canfor sleuths that found just the right combination of safe ingredients to make EcoAegis'the next generation'for erosion control applications. • The Evolution of EcoAegis(D Doris E. Lougheed and David T. Martin' It is widely recognized that the erosion of soil occurs due to its displacement by water, gravity and wind effects on slopes such as hill and mountainsides, landscaped or harvested regions and embankments of rivers, roads and rail tracks. Natural vegetation, when present, offers adequate protection against soil erosion in such areas and situations. However, when natural vegetation is absent, promotion of vegetation is a logical method of achieving a significant control of soil erosion. A well known method of promoting vegetation is hydraulic mulching or hydromulching in which a slurry is prepared from lignocellulosic or synthetic mulch, water and a "tackifier" which loosely binds the fiber together. In some applications, i.e. hydroseeding, grass or broadleaf plant seed may be included in the slurry as well as other materials such as fertilizers to promote the growth of the plants that ultimately control erosion. Prior to vegetation being established the mulch performs several functions such as the prevention of soil and seed displacement by rainfall, runoff water, gravity or wind. In addition, the mulch helps retain moisture and heat in the soil. Many tackifier compositions are known and include 1) natural or modified hydrocolloids such as guar gum (cyanopsis tetragonolobus), locust bean gum (ceratonia siliqua), algin (macrocystis pyifera), psyllium (plantago ovata), karaya gum (sterculia urens), starch, sesbania (sesbania bispinosa), carboxymethylcellulose, hydroxyethylcelIulose or carboxymethyIhydroxyethylceIIulose 2) aqueous emulsions of synthetic, thermosetting polymers such as polyvinyl acetate) 3) aqueous solutions of synthetic polymers such as polyacrylates or polyacrylamide 4) aqueous emulsions of asphalt or 5) cementatious materials such as gypsum. One problem with such formulations is that the binders are subject to re- hydrolysis after drying and therefore lose their effectiveness after exposure to rain, runoff or wet soil. Conventional hydraulically applied mulches are ineffective at sites where a high potential for erosion exists because of steep slopes, heavy rainfall or unstable soil conditions. Such conditions often require the use of erosion control blankets which are pre-formed mats of lignocellulosic fiber such as straw, coir or refined wood that are held together by weaving, stitching with natural or synthetic textile threads or by gluing or stitching to a textile scrim. These materials are provided commercially in roll form and are manually rolled onto the ground that has previously been manually or hydraulically seeded. The mats require that considerable effort be expended in site preparation prior to ' The authors are, respectively, Forest Products Technologist and Research Scientist, Canfor Research and Development Centre, Canadian Forest Products Limited, #101-1750 West 75th Avenue, Vancouver, British Columbia, Canada, V6P 6G2. 1 application since "tenting" or loss of contact with the soil will occur on uneven surfaces. The costs of employing these blankets is further increased by the need to manually staple these mats to the ground to keep them in place. Furthermore, in steep terrain the application of the mats exposes workers to considerable risk. Therefore, it is advantageous to have available an erosion control product that combines the low cost and ease of application of hydroseeding with the performance of erosion control blankets. It has been recognized that the combination of refined wood fiber and a durable bonding agent results in a product that, when applied at a rate high enough to ensure 100% coverage, produces a continuous matrix cover that approximates a blanket. A bonded fiber matrix (BFM) product prevents erosion by a) aborsbing the impact of rainfall while still allowing water to filter through to the soil b) by absorbing water like a sponge to prevent overland water flow and rilling. An important step in the development of a BFM product is the use of a binding agent with a high water resistance. This can be achieved by modifying the tackifiers described above so that they become relatively insoluble when re-exposed to moisture. There are a variety of well known methods to insolubilize these materials. Polysaccharides and other hydroxy-functional polymers can be'crosslinked with a variety of chemical agents. Examples of such crosslinkers include formaldehyde-based chemicals such as glyoxal, urea-formaldehyde condensates and pre- condensates such as methylolureas, melamine-formaldehyde compounds such as trimethylolmelamine, phenol-formaldehyde resins, resorcinol-formaldehyde resins and phenol-resorcinol-formaldehyde resins. Urea- and melamine- formaldehyde crosslinkers usually also require the presence of an acid catalyst such as ammonium sulfate. EcoAegis® contains a tackifier that is based on guar gum in combination with a blend of proprietary additives and crosslinkers. Guar gum is derived from the seed of the guar plant, Cyanaposis tetragonolibus, a pod-bearing nitrogen- fixing legume that is grown extensively in India and Pakistan as well as in the southwestern United States. During processing, the seed coat is removed by heating and milling. The endosperm, which comprises approximately 40% of the seed, has a typical analysis of crude fiber, 2.5%; moisture, 10-15%; protein, 5- 6%; and ash, 0.5-0.8%. Guar gum belongs to a class of polysaccharides known as galactomannans, i.e. it has a backbone polymer consisting of (1—>4)-linked R-D- mannopyranose units that have at intervals single units of a-D-galactopyranose attached by (1-+6) linkages. The approximate ratio of mannopyranose to galactopyranose units is 2:1, i.e. alternate units of the mannopyranose backbone have galactopyranose units appended to them. 2 H CH2OH H OH *CH20H0HO OH HOH H H H H Figure 1. Backbone of (1—+4)-linked P-D-mannopyranose units. An important feature of the chemical structure of guar gum is the presence of reactive hydroxyl (OH) functional groups, particularly those that are on adjacent carbon atoms and on the same side of the six-member ring. The average molecular weight of guar gum is believed to be in the range of 220,000. The configuration is best approximated by a random coil model at high molecular weights a rod at low molecular weights. Guar gum is widely used in the pulp and paper industry to inhibit flocculation and aid in the formation of sheets from strong, long-fiber pulps such as unbleached kraft pulp. Guar gum is physically adsorbed by cellulose fibers but such adsorption reaches a saturation point at about 0.2 to 0.6% of the fiber weight and in papermaking addition rates are in the range of 0.1-1.0%. Gum coated fibers have the added benefit of reducing friction in the turbulent flow of fiber suspensions. This property extends pump life and lowers the requirement for pumping energy. In conventional hydromulching, guar gum is used a rate of approximately 3% of the weight of fiber. Therefore, there is an excess over what is required to completely coat the surface of the fibers. The excess guar serves to adhere the fibers to each other and to the ground. When hydromulching with EcoAegis® , the amount of guar gum used is approximately 10% of the weight of the fiber. If unmodified polymers are used they remain soluble in water after drying. During the first rainfall after application they redissolve, are washed away and are unavailable to bind the mulch fibers together or to the underlying soil. However, EcoAegis® contains a component that retards the tackifier from resdissolving in rain water, at least until vegetation has become established. However, no formaldehyde-based chemicals are used. The crosslinking agents discussed above react with polysaccharides by the formation of new covalent carbon-oxygen bonds via the hydroxyl (OH) groups discussed above. Another class of chemical agents react via the formation of coordinate covalent bonds that cause the gelation of solutions of guar gum and other polyhydroxy compounds. The most well known example of this type of agent is borax or 3 other sources of the borate ion. Polyhydroxy compounds having hydroxyl groups positioned in the cis-form on adjacent carbon atoms or on carbon atoms in a 1,3 - relationship react with borates to form five or six member ring complexes. At pH's of about 8, these complexes form bridges between polymer chains. However, the reaction is fully reversible with changes in pH. An aqueous solution of polymer will gel in the presence of borate when the solution is made alkaline and liquefy again when the pH is lowered below about 8. The relative rates and amounts of gelation and liquefaction can carefully manipulated by several means, most simply by controlling or buffering the pH. Alternatively, the rate of gelation of a polymer dispersion can be controlled by using borax glass as a source of the borate ion. The rate at which the borax glass dissolves and the borate ion becomes available for crosslinking can be controlled by the mesh size of the borax glass particles. HC-0 O-CH B HC-O/ \O-CH Figure 2. Bisdiol complex of boron (5-member ring). Products derived from the coordinative crosslinking of guar gum are, or have been, used in other industries for a wide variety of uses. These include oil and gas well fracturing fluids, modeling compositions for toys, aqueous slurry explosives, absorbent articles such as disposable diapers or bandages, and dust suppressants. For erosion control, bonded fiber matrices can be prepared employing borax-gelled guar gum and these have physical properties that are superior to those made from the unmodified polymers. However these materials do not have the strength and durability to compete with erosion control blankets. In addition, the well known soil sterilizing effect of borax is undesirable. However, other chemical agents which react in a manner similar to borax are available. Evaluation of several of these materials indicated that some of them are capable of producing crosslinked matrices that can meet the desired performance objectives. The following test procedure was used to as a laboratory evaluation of potential crosslinking agents. A standard solution guar gum (J-3000 Guar from Reclamare Company in Seattle, Washington) was prepared at a concentration of 4 t 0.5% by slowly adding the 5.0 g of gum powder to 995 g of well agitated water in a 2000 mL beaker. The dispersion was stirred at room temperature for 30 minutes prior to use. Sufficient quantities of the standard solution and the crosslinking agent was added to 4.0 g of wood fiber (EcoFibre(D from Canadian Forest Products in New Westminster, British Columbia) so that the ratio of added solids (polymer and crosslinker) to fiber was maintained at 10.0%. The mixture was agitated until the fibers were fully wetted. The semi-gelatinous mass was transferred to a 110 mm filter disk supported on a Buchner funnel. The material was formed into a uniform mat and the excess liquid was drained away from the fiber in vacuo. The moist matrix was removed from Buchner funnel, placed in a Teflon-lined glass dish and carefully recombined with the filtrate without disturbing the integrity of the mat. The samples were dried in a forced-air oven at 40 °C until dry. Tensile strength was measured on 38 x 100 mm samples cut from dried mats which were typically 3 mm in thickness. An Instron 4204 testing instrument was used and results were calculated by dividing the breaking load by the cross sectional area of each sample. Table 1 and Figure 3 show the results obtained using the preferred crosslinking agent. Table 1. The Effect of Crosslinker Content on the Tensile Strength of Bonded Fiber Matrix Samples. Sample Guar Crosslink Tensile Content (%) Content (%) Stress (psi) A 10.0 0.0 45 B 9.8 0.2 74 C 9.6 0.4 83 D 9.4 0.6 101 E 9.2 0.8 123 F 9.0 1.0 149 The control sample, with no added crosslinker displayed a tensile strength of 45 psi. However, successive replacement of some of the guar gum with the crosslinking agent led to a corresponding increase in tensile strength. When 10% of the original amount of guar had been replaced with the additive, the tensile strength was approximately 150 psi, i.e. four times that of the control. Over the range studied, the results indicate that the tensile strength of the bonded fiber matrix is directly proportional to the amount of crosslinker added. Our experience indicates that bonded fiber matrices which exhibit laboratory tensile strengths in excess of 100 psi perform well in hydromulching trials. 5 Figure 3. Effect of Crosslinker Content on the Tensile Strength of EcoAegis Test Samples 160 i t • 140 ..............................=............................................................................................................. .......... 120 ............................._ ...---....................................----...... . .............. 100 ........................... ....---•-----•---•--•-......--............... �N a v N N 80 .................. ...... ................................................... ..... ... ............. N d + .N C ~ 60 - - >.............................................. --------.......... ............ i 40 ....................... --------•------•--.......................................................................... ............ 20 .............................. ............................................................................. 0 0 0.2 0.4 0.6 0.8 1 Crosslinker Content(°�) 6 These results clearly indicate that the tensile strength of bonded fiber matrices containing guar gum and softwood fiber can be improved by addition of small amounts of the preferred crosslinking agent. However, another important property to consider is the resistance to re-hydrolysis upon exposure to water or moisture. The water resistance of the matrix samples prepared as described above was evaluated by measuring the amount of time required for samples to break apart when immersed in water. Samples 25 mm x 25 mm in size were placed in a 250 mL beaker with 150 mL of room temperature water and a magnetic stirring bar. The stirring bar was rotated at a speed of 300 rpm and observations were made as to how long the samples maintained their integrity. As is shown in Table 2, samples containing 0.4% or less of crosslinker dispersed readily under these conditions, whereas samples containing 0.6% or more of crosslinker were resistant to dispersion in water. Table 2. The Effect of Crosslinker Content on the Durability of Bonded Fiber Matrix Samples. Sample Guar Crosslink Time to Content (%) Content (%) Break Up (h) A 10.0 0.0 2.5 B 9.8 0.2 2.5 C 9.6 0.4 4 J 9A 0.6 >24 E 9.2 0.8 >24 F 9.0 1.0 >24 The tensile and water dispersion results shown above indicate that bonded fiber matrices containing a fiber/tackifier ratio of 10/1 and a guar/crosslinker ratio of approximately 1911 should perform well in erosion control trials. Results from. field trials, as well as testing at an internationally recognized erosion control laboratory, supported and confirmed our laboratory evaluations. However, in addition to the hydrocolloid and crosslinker, other ingredients are included in the EcoAegis® formulation to provide benefits such as viscosity control, improved dispersion of the guar gum, reduced foaming, improved water retention, increased wettability of the fiber or improved pumping. These additives help make the product easier to use in commercial hydroseeding equipment. However they do not interfere with, but rather contribute to, the formation of a strong and durable matrix. This is confirmed by the results of laboratory testing under artificial rainfall and sunlight as well as case studies under a variety of geographical conditions. 7 To determine if the EcoAegis® tackifier formulation would exhibit any toxic effects, a bioassay was conducted at an independent environmental testing laboratory. A 96 hour test was conducted on rainbow trout fingerlings. It was found that the EcoAegis® binder is practically non-toxic to fish as evidenced by a LC50 value of 2835 mg/L. In conclusion, using appropriate knowledge of the reaction chemistry of natural polymers such as guar gum, a new generation of strong, durable and environmentally friendly bonded fiber matrix erosion control products has been developed. Erosion control testing and field trials confirm that EcoAegis® can provide protection from water runoff, soil and seed loss of erosion control blankets while retaining the convenience of a hydraulically-applied product. Further information is obtainable in the EcoAegis® technical literature or from Canadian Forest Products Panel and Fibre Division 430 Canfor Avenue New Westminster, BC, Canada Telephone: (604) 521-9650 or (800) 363-8873 Fax: (604) 521-3179 8 ccR TECHNICAL BULLETIN EcoAegis PERFORMANCE VALUE OVER EROSION CONTROL BLANKETS EcoAegis® is a one-step, hydraulically-applied bonded fiber matrix erosion control system. Independent tests by a leading erosion control testing facility in the Western United States proved that EcoAegis® improves germination rates while providing reduced soil loss, seed loss and water runoff. EcoAegis® has several advantages over blanket systems including.. • No special site preparation as smooth surface is not required • Intimate with the soil, no under-rilling and tenting common to blankets • Bonds to near vertical surfaces • Can be applied to inaccessible areas (helicopter seeding) • Retains moisture • Enhances germination • Secures seed and fertilizer (seeds neither smothered or floating above soil) • Stays in place until vegetation is established • Protects virtually all slopes and soil types • Absorbs rainfall • Provides surface erosion control on surfaces that would require dangerous deployment of personnel on steep slopes and uneven terrain if erosion control blankets were used EcoAegis® is not recommended for: • Dry weather required for application and "set up" • Stream channel applications For further information, contact Canadian Forest Products, Panel and Fibre Division, 430 Canfor Avenue, New Westminster, BC, Canada. Telephone (604)521-9650 or(800)363-8873. Fax: (604)521-3179. ccR TECHNICAL BULLETIN EcoAegis PRODUCT FEATURES EcoAegis® is a one-step, hydraulically-applied bonded fiber matrix erosion control system. Independent tests by a leading erosion control testing facility in the Western United States proved that EcoAegis® improves germination rates while providing reduced soil loss, seed loss and water runoff. EcoAegisS has all the features on other Bonded Fiber Matrix erosion control systems including.. • No special site preparation required • No under-rilling and tenting common to blankets • Bonds to near vertical surfaces • Allows convenient mixing • Improves water infiltration • Retains moisture • Enhances germination • Secures seed and fertilizer • Stays in place until vegetation is established • Protects virtually all slopes and soil types • Absorbs rainfall • Provides surface erosion control on surfaces that would require dangerous deployment of personnel on steep slopes and uneven terrain if erosion control blankets were used However, independent testing and application by hydroseeding professionals has shown that EcoAegisS meets or exceeds the performance of competitive Bonded Fiber Matrix erosion control systems in several key areas. • Speedy application • Reduced labor requirements • Improved soil retention • Reduced water erosion • Reduced runoff water volume • Reduced sediment in runoff • Reduced seed loss • Improved germination rate For further information, contact Canadian Forest Products, Panel and Fibre Division, 430 Canfor Avenue, New Westminster, BC, Canada. Telephone(604)521-9650 or(800)363-8873. Fax: (604)521-3179. cAnFR TECHNICAL BULLETIN EcoAegis 0 PRODUCT SPECIFICATIONS EcoAegis® is a proprietary blend of materials that work in combination to bond wood fibers into a durable matrix. The Bonded Fibre Matrix provides protection from erosion while supporting the establishment of vegetation. Product Package Weight 50-pound bags Moisture Content 9-15 % by weight Composition Refined Wood Fibre (90% by weight) Blended hydrocollo id-based binder (10% by weight) Color Natural Application Method Conventional hydraulic seeding equipment with mechanical agitation such as manufactured by Finn or Bowie Mixing instructions 40 pounds of fiber per 100 gallons of water Application Rate Typically 3000 lb/acre. Actual application rate may vary due to site specific conditions and in some cases may require two applications. It is recommended that the application should be in such a manner as to eliminate shadowing or slumping. Surface Coverage Thickness Depending on topography and application, approximately '/8 to 1/4 " after application Water Holding Capacity EcoAegis® holds over 10 times its own weight in water Decomposition Products EcoAegis® decomposes to carbon dioxide and water Water Resistance EcoAegis® rapidly dries to form a water resistant matrix For further information, contact Canadian Forest Products, Panel and Fibre Division, 430 Canfor Avenue, New Westminster, BC, Canada. Telephone (604)521-9650 or(800)363-8873. Fax: (604)521-3179. MATERIAL SAFETY DATA SHEET PRODUCT IDENTIFICATION AND USE Product Identifier: EcoAegis® Product Description: Softwood fibres with binder mixture Product Use: Erosion control mulch for hydraulic seeding Manufacturer/Supplier: Canadian Forest Products Ltd. Panel and Fibre Division 430 Canfor Avenue New Westminster, BC Canada V3L 5G2 Telephone Number: (604) 521-9650 or (800) 363-8873 FAX Number: (604) 521-3179 CAS Number: Not Applicable PIN Number: Not Applicable HAZARDOUS INGREDIENTS EcoAegis does not contain products in quantities considered to be hazardous under the Canada Workplace Hazardous Materials Information System (WHMIS), and the United States Occupational Safety and Health Administration (OSHA) final standard "Hazard Communications 29CFR 1910.1200." EcoAegis contains less than 10% guar gum which is not a controlled product and is rated as practically non-toxic. WHMIS Classification: Not a controlled product under WHMIS Transportation of Dangerous Goods (TDG) Classification: None TOXICOLOGICAL PROPERTIES Route of Entry: Inhalation, skin contact Inhalation: Wood dust may cause sneezing, irritation and dryness of the nose and throat, and aggravate pre-existing respiratory conditions. Skin Contact: Wood dust can cause irritation; absorption is not known to occur. Eye Contact: Wood dust can irritate the eyes. Ingestion: No reports of human ingestion. CHRONIC EXPOSURE EFFECTS: Inhalation: Risk of breathing softwood dust during mixing operations is possible in unventilated areas and could cause allergies in sensitized people. Frequent and repeated exposure to wood dust is associated with an increased risk of developing nasal cancer. Skin Contact: Although rare, softwood dust may cause dermatitis in sensitized people. 1 EcoAegis TOXICOLOGICAL PROPERTIES (Cont'd) Occupational Exposure Limits Softwood Dust: ACGIH TLV-TWA: 5 mg/m3; TLV-STEL: 10 mg/m3 OSHA PEL-TWA: None Wood dust (nonallergenic): British Columbia: 8-hr Limit: 5 mg/m3; 15-min Limit: 10 mg/m3 Washington State: PEL-TWA: 5 mg/m3 Irritancy: Wood dust is a mild irritant Sensitization: Some softwood dusts may cause sensitization Synergistic Products: No evidence Mutagenicity: No evidence Carcinogenicity: The International Agency for Research on Cancer (IARC) has classified wood dust as carcinogenic to humans (Group 1). IARC states that "this evaluation is based on the observation of a marked increase in the occurrence of cancers of the nasal cavities and paranasal sinuses among workers exposed predominantly to hardwood dust" (Monograph, Volume 62, 1995). Reproductive Toxicity: No evidence FIRST AID MEASURES Inhalation: Usually not a problem. Remove to fresh air if respiratory irritation develops, get medical aid promptly if irritation persists. Eye Contact: Open eyelids and flush with water. Skin Contact: Usually not a problem. Wash off with running water if irritation is experienced. Ingestion: Get medical attention. PHYSICAL AND CHEMICAL PROPERTIES Physical State: Wood fibres Evaporation Rate: Not Applicable Appearance: Natural wood fibres Vapour Density: Not Applicable Odour Threshold: Not Applicable Viscosity 70°C: Not Applicable Solubility inWater: Not Applicable Specific Gravity: Not Applicable Boiling Point: Not Applicable Percent Volatile Coeff. of Water/Oil by Volume: Not Applicable Distribution: Not Applicable REACTIVITY DATA Stability: Stable product Incompatible Materials and Conditions to Avoid: Strong acids and oxidizers Reactivity and Conditions: Addition of strong acids and oxidizers may generate heat. Product may ignite at temperatures in excess of 400°F. Hazardous Decomposition Products: None known. Hazardous Polymerization: Will not occur. 2 EcoAegis FIRE AND EXPLOSION DATA Flammability: Combustible product Autoignition Temperature: 400-S00°F Flash Point and Method: Not Applicable Firefighting: Same as a wood fire. SCBA recommended for large fires. Hazardous Combustion Products: Wood smoke including carbon monoxide, aldehydes, and polycyclic aromatic hydrocarbons. Upper and Lower Flammable Limits: A concentration of 40,000 mg/m3 is often used as the lower explosive limit for wood dusts in the presence of a flame or spark. Values depend on the moisture content and particle diameter. Explosion Data: Sensitivity to Impact: Not sensitive to mechanical impact. Sensitivity to Static Discharge: Not applicable. PREVENTATIVE MEASURES Personal Protective Equipment Gloves and Eye Protection: Wear gloves (fabric, leather, rubber or plastic) when handling the product for prolonged periods. Wear goggles when emptying bags and when there is a risk of dust entering the eyes. Special Footwear: The product is slippery when wet, wear appropriate footwear. Special Clothing: Generally not applicable but coveralls may be desirable. Respirators: If handling or mixing methods generate dust in excess of the permissible concentration wear a cartridge respirator equipped with dust/mist cartridges. Other Protective Equipment: Not required Engineering Controls: None required for outdoor mixing and application. Use dust collection system for indoor bagging operations. Leak and Spill Procedures: Scoop up product. Wear goggles and respirator when ventilation is not possible. Waste Disposal: Normally can be disposed of as a wood residue. Ensure disposal is in compliance with local environmental regulations. Handling Procedures: Clean up areas where dust settles. Minimize blowdown or other practices that generate high airborne dust concentrations. Storage: Store in a cool, dry place. PREPARATION DATE OF MSDS Prepared By: Occupational Hygiene Department ASL Analytical Service Laboratories Ltd., Vancouver, BC. Date: January 12, 1996 Information provided in this Material Safety Data Sheet is believed to be accurate and has been compiled from sources believed to be reliable. 3 EcoAegis SEP-26-1996 12:34 P.001i006 H D Fowler Company Post Office Box 160 Penny Wolsky Bellevue,Washington 98009 Sales Representative (206)746-8400 (206) 746-8404,ext. 321 (Direct Line) Fax: 641-8885 4-� 7 �" TO: FAX: 141 This fax should be a total of pages. Please let us know if you do not receive all pages. Pg Y PS '/M o Y � G� lee? /(I rim SEP-26-1996 12:55 P.002/006 FLEXIBLE CoTiPLINGS for sewer, drain, waste & vent piping. The industry's most complete line of couplings allows any two pipes71 regardless of size or material—to be`' 7 connected quickly and easily. , ,1 s.11,11 All Fernco clamps, including the band. !j screw and ftj housing, are made from Se� Ij 300 Stainless Steel.They are corrosio resistant and rustproof.Additional bad ` slots have been added for greater f �r flexibility and the bands are specially designed for greater sealing efficiency: it r Fernco couplings flex with earth move;" ment, maintaining integrity of seal. jIf ji j j j jrl No special tools needed. Installs easily:' with screwdriver or 5/16' nut driver or :- socket(to 60" lbs.torque.) A f. Fernco Flexible Couplings are air,water ,t '- and smoke tested from Alaska to Puerto Tested Design Rico.and they've proven themselves iri' '+ even the most demanding of applications helps you make the right connection. and conditions. Because Fernco Couplings earned a reputation for consistent, superior performance,you can have full Specially formulated PVC confidence in their quality and reliability compound positively seals any sewer and drain connection. Fernco makes fast delivery of stock Its 's with no minimum order required. For special applications,our custom design., ' ^ service can supply couplings to individu, Positive seal Connects pipes of customer requirements. against infiltration same or different and exfiltration. sizes and materials Fernco Flexible.Couplings and Donuts a quickly and easily. widely recognized throughout the indus z Leakproof, for high quality--hacked by over three rostproof. Stainless steel decades of proven performance. .4 clamps are Conforms to corrosion-resistant Series 316 Stainless Steel Clamps are applicable parts of and rustproof. available upon request. Please contact ASTM ##C443, Femco Customer Service Departmertf: C425, C564, D1869, 01173. t i lllllllll/lll////mil////ll/r SEP-26-1996 12:36 P.003i006 1-800-521-1283 use of their quality and Cou o FLEMBLE COUPLINGS r;. nstallation, Fernco Flexible Couplings ,we found wide acceptance among sewer for sewer, drain, waste �' vent piping. �. snd plumbing contractors and municipaii- �es. Femco couplings are used for all s of In-house and sewer connections: in waste,vent piping, house-to-main, pairs,cut-ins,conductor and roof drains d Increasers-reducers. I tVfads of tough eiastomeric polyvinyl chlorlde (PVC), they are strong, resilient �e hd unaffected by soil conditions.They are also resistant to chemicals, ultraviolet rays, fungus growth, and normal sewer gases { us to the inert nature and physical �o 're ertles of the material.And they're Y leakproof, rootproof and seal against r iltration and exfiltration. Takes onlyminutes for average connection. Femco makes the most complete line in g the industry,from sizes of 1-1/4"to 27"(for Place coupling over spigot and tighten bands. larger size connections, see Large Saves money by saving installation time. Diameter Couplings on page 12),with couplings available to connect any two pipes.The dimensional flexibility of Fernco couplings ensures leakproof seals on Fernco, Flexible vi►tually any pipe material:plastic,cast ' ron,asbestos cement,clay,concrete, Couplings steel,fibre and ductile iron. All couplings are clearly marked with part are accepted by SBCC, umber,size,and pipe materials that the BOCA, UPC, and CSA codes. coupling will connect. Fernco makes fast slivery of stock Items with no minimum rder required. For special applications, ur custom design service can supply uplings to individual customer equirements. ; For further information on Code approvals, k, contact Fernco Customer Service department, �Illllll/Ill//1�/!//I/I/lllllllll SEP-26-1996 12:36 Amok P.004i006 1-800-521-1283 er nco FI ible Couplings for FLEXIBLE COUPLINGS rrugated lyethyiene ainage tubin for COYYup d pipe. I nnects drainage/irrigation stems tubing t�VC sewer piping quickly an sily. mco's NEW flexible couplings for rrugated polyethylene drainage tubing e`designed to connect modern drainage d irrigation systems to PVC pipes a, ickly...easily. htweight,flexible, heavy-duty PVC r n.nector•s fit tight. eal for use in storm and sub-soil ainage systems...farm irrigation stems...golf course drainage... sidentiai areas...anywherZation gated oiyethylene drainage and i A.D.S.Corrugated Pipe Hancor Corrugated Pipe stems are connededo S 8r 0 or DWV Part No. Size Part No. Size 1070-44 4"x 4" 071- 4' x antic pipe. 07 8' 1 1�6 - 6"X 6" 1070.88 8"x 8" 107 8 8"x 8" liable'i ,three sizes: 4"x 4", 6" x 6", 8„7 !� t., V tig :a LARGE DIAMETER t COUPLINGS arge Diameter Couplings ideal for repair,alterations or rehabili- For special or non-standard size couplings. ?: (standard size couplings are listed on Pages 6.7 of this catalog) on of large diameter sewer pipe.These plings are made from flexible PVC and L.D.C.X. t easy installation and leak free Features:Accommodates an O.D, differ- nectlons.They are engineered for use once of up to one inch`-12.7 inches wide ` 318 Inch thick with multi g all common sewer piping materials: pie sealing ribs 'concrete, cast and ductile iron, -2-Series 300(18.8)all stainless steel, estos/cement, plastic or fiberglass. extra strength (.040 thick)T-bolt clamps with multiple take up points -Up to 150 in./lbs. of 2 Never install this type of coupling torque for greater sealing pressure. you read and understand the installa- nstructions and verify the dimensions Order by specifying the outside red , diameter (O.D.) of both pipes in inches. 'Where O-D. differences range from 1-1/4% 4", a Femco Bushing system is available . SEP-26-1996 12:37 P.005i006 COUPLINGS Part Number Chart Fits All Of These Drain Pipe Materials. Adapt TO These Outside Pipe Diameters Cast Iron Soil Pipe Material Outside Pipe Diameter •Extra Heavy(XH) 1.1/4" 1-1/2, 2" T 4° •Service Weight(SV) Cast Iron Extra Heavy - - 2.38 3.50 4.50 •No Hub (NH) Service Weight - - 2.30 3.30 4.30 Steel Pipe, Schedule 40 No Hub - 1.90 2.31 3.31 4,38 Copper Pipe, Lead Pipe, Plastic Pipe Plastic,ABS/PVC, •ABS/PVC, DWV(Schedule 40) (DWV Schedule 40) 1,660 1.900 2.375 3,500 4.500 •ABS/PVC,Schedule 30 (Thin Wall) Plastic,Sewer •ABS/PVC, STYRENE, Sewer&Drain ASTM 2729 8 Drain - - - 3.250 4.216 Copper 1.375 1.625 2.125 3.125 4.125 •PVC Sewer& Drain ASTM 3034&SQR 35 Steel 1,660 1.900 2.375 3.500 4,500 •PVC Sewer& Drain ASTM 3033& SDR 41 Lead 1.528 1.830 2.354 3.250 4,250 Size a _ ! Pipe Clay Clay To Clay To Concrete Concrete To Asbestos Asbestos PipeTo Cast Iron Asbestos To Cast Iron Cement Fibre Cement Fibre Size Clay Or Plastic Cement Fibre Concrete Or Plastic Or Ductile Or Ductile Cast Iron,Plastic,Copper, Or Ductile Iron iron To Iron To Steel or Lead to Cast Iron, Cast Iron Asbestos Plastic,Copper,Steel or Lead Or Plastic Cement Fibre Or Ductile 1056-125 1-1/4 X 1-1/4 ron 1056.150/125 1-1/2 X 111/4 } y 7 1' 1056-150 1-1/2 X 1-1/2 +1 ` `•-� � `- �.,I `� l J ' � 1 � 1 .J ` 1056�-215 2 z 1-1/2 22 2 x 2 4 x 3 1002.43 1006-43 '1051-43 1656.315 3 x 1.1/2 4 x 4 1001.44_ 100_2-4_4 10_03-44 1004.44 1005-44 1051-44 1055.44 1056-32 3 x 2 5 x 4 -1001 -54 .- 1002-54 - 1003-54 1051-54 '1055-54 1056-33 3 z 3 5 x 5 1001-55 1002-55 1003.55 1061-55 1055-55 1056-415 4 x 1-1/2 46 8 x 4 1001-64 1003 64 1004 64 1008-84 1051-64 1055 64 1056-42 4 z 2 ------- --._. .........,...,.. --..._t --- ----. 6 x 5 '1001-65 1002-65 '1003.65 11006-65 1051-65 1055.65 1056-43 4 x 3 •66 1003-66 1004-66 1006.66 1051-66 1055-66 1056-44 4 x 4 8 x 5 '1003.8.5 '1056-53 5 x 3 8 x 6 1001-86 1002-86 '1004-88 '1006-86 '1051-86 '1055-86 ]056.54 5z4 8 x 8 1001-88 1002.88 1003-88 1004-68 1006.88 1051.88 1055-88 1056-55 5 x 5 �_-- -- .1004.10-8 1006-10-8 1051-10-8 1055-10 _........... .. .. .. 10 x 8.:` '1001-10.8 '1002-10-8 '1003-SO--8".. _... _.... .._. __.._..__.,-_._._ .�... 8• . •]056-63 6 x 3 10 x 10 1001-1010 1002 1010 1003-1010 1004-10-10, 1006 1010 _1051.1010 _1055-1010 1056,-64 6 x 4 12 x]0 '1001-1210 :1002-1210 '1003-1210 1004.1210 '1006 1210_ ,'1051-1210 '1055-1210 1056 85 6 z 5 12 x 12 1001-1212 1002 1212 1003.1212 1004 1212 1006-1212 1051.1212 1055-1212 1056 66 6 x 6 7777-=_- -- _ 15 x 12 ,'1001-1512 _'1002.1512 '1003-1512 : .-_ _y ,y -- '1056 84 8 x 4 15 x 15 1001.1515 1002-1515 1004-1515 '1006-1515 1056-66 8 x 6 16 X 15 1003-1516 - 1051 1615 ` '1051r1615 1056-88 8 x 8 -,._.� �_ 18 x 18 1001-1818 '1002-1818 '1003-1818 1004-1818 -1006.1818 1051-1818 1056-10.8 10 x 8 ' '002-21 100 10561010 10x 10X2n 6 24 x 24 1001-2424 '1002.2424 1004-2424 '1006.2424 1056-1210 12 x 10 27 x 27•„ r .'• ]001;,=2727 ..-:1002-2727 777777; -2727 -'1 i106-2727 "d 7,--= 1056-1212 12 x 12 1- ----..... _--.... 056-1512 15 z 12 - Other size&material combinations available upon request. Call toll free 1-800-521-1283. �- - - :.1056.1515 15 x 15 *Supplied with reducer. For connections with hub,bell or sockets,see donuts on pages 14-16. 11056-1815 18 x 15 1056.1818-- 18 x 18 -~ 1056-2121- 21 x 21 j 1111lllllllll!!ll���lIIIIIIIIIIIIII 1056 2424 24 x 24 ' 1056.2727 27 x 27 P.006/006 SEP-26-1996 12:30 FLEXIBLE COUPLINGS ei)for sewer, drain, waste 6- vent piping. HOW TO INSTALL Standard Connection (in House) Loosen the stainless steel Slide Flexible Coupling over Tighten clamps to 60 inch-Ibs. Support pipe and pressure testt clamps. Do not remove plain spigot ends of the two torque. for leaks before concealing, clamps from coupling. pipes. Standard Connection (in Ground} 01 Loosen the stainless steel Slide Flexible Coupling over Tighten clamps to 60 inch-Ibs. Pressure testt before backfill- clamps. Do not remove plain spigot ends of the two torque. ing or concealing joint. Bed clamps from coupling. pipes. and backfill properly. Repairs And Insertions Fernco Flexible Couplings can Remove pipe sections, then Insert new pipe or fitting then Tighten clamps*to 60 inch-Ibs. be used to couple pipe when slide Flexible Couplings over slide Flexible Couplings over torque.Testt before backfilling there is a break,or an insertion both pipe ends. (Remove new and old pipe ends. or concealing joint. Bed and is needed, damaged areas if broken.) backfill properly, •Illustration is 15"coupling vrich 4 bands.Smalk;r size couplings hive 2 bands.tMsximum rest pressure:4.3 PSI, 01 S T O N E W A Y C O N C R E T E CONCRETE MIX DESIGN MIX ID 563 [ ] 300 PSI 09/24/96 CONTRACTOR RJC Construction PROJECT : High Avenue South Stormwater Outfall CONSTRUCTION TYPE Class C CDF WEIGHTS PER CUBIC YARD (SATURATED, SURFACE-DRY) YIELD, CU FT Ashgrove Type I-II, LB 50' 0. 25 Flyash, LB 250'' 1. 78 Concrete Sand, LB 2856 17. 08 WATER, LB (GAL-US) 250" ( 30. 0) 4 . 01 TOTAL AIR, % 15. 0 4 . 08 TOTAL 27 . 20 Daravair 3 . 3oz . /100cwt, OZ 10. 0 WATER/CEMENT RATIO, LBS/LB 0.83 SLUMP, IN 6. 00 CONCRETE UNIT WEIGHT, PCF 125.2 Specific Gravities Concrete Sand = 2 . 68 Sand Weight Adjusted for Yield. PREPARED BY Michael GardnerP� S F A T T L F R E1• 'T1 O N T U K W I L A ACCOUNTING:9125 10TH AVENUE SOUTH SE' } WA 98108 (206)762-2566 FAX 763-4178 SALES: 1915 MAPLE VALLEY HIGHWAY RENTON,WA 98055 (206)226-1000 FAX 228-4924; STONEWAY C O N C R E T E CONCRETE MIX DESIGN MIX ID 355 [ ] 100 PSI 09/24/96 CONTRACTOR RJC Construction PROJECT : High Avenue South Stormwater Outfall CONSTRUCTION TYPE CDF Class A WEIGHTS PER CUBIC YARD (SATURATED, SURFACE-DRY) YIELD, CU FT Ashgrove Type I-II, LB 30 0. 15 Flyash, LB 200 1.42 CDF Sand, LB 3030 18 . 12 WATER, LB (GAL-US) 417 ( 50. 0) 6. 69 TOTAL AIR, % 3 . 0 0. 82 TOTAL 27 . 20 WATER/CEMENT RATIO, LBS/LB 1. 81 SLUMP, IN 6. 00 CONCRETE UNIT WEIGHT, PCF 135.2 100 P. S.I. Max at 28 days. SPECIFIC GRAVITIES CDF SAND = 2 . 68 Sand Weight adjusted for yield PREPARED B Michael Gardner S E A T T L E R E T 1 O N T U K W I L A ACCOUNTING:9125 10TH AVENUE SOUTH SEATTLE,WA 98108 (206)762-2566 FAX 763-4178ryyE,� �L$i�sivrsa� � SALES: 1915 MAPLE VALLEY HIGHWAY RENTON,WA 98055 (206)226-1000 FAX 228-4924 vp R > cING $WN 06" P.O. Box 467• Maple Valley, Washington 98038 • (206)432-5453• Fax (206) 432-5589 Facsimile Transmittal Cower Sheet Number of Pages (Including Transmittal Sheet) _ q_ _ Please deliver immediately To: PM 5�AOIII Fax Number: From: R3C ( l<1C Date: Subject: (� l Comments: T0 'd '3NI 'ZI 'f 'a 6Z: 2Z Q3M 96-8T-d3S LIST PR CE SHEET 392 P01vtufF COILED WATER TUBING AND PIPE Polyethylene Pipe - NSF LISTED IPS SIZING 4f ,O\ -j Material: Black high density(HDPE) PE3408,cell classification 345434C per ASTM D3 50, and Type III, Class C, Category 5. Grade P34 per ASTM 131248. Iran Pipe Nominal Minimum Nominal Weight List Price Size O.D. Wall I.D. 100 Ft. Per 100 Feet C Dfi 11 (�ioo �3oo Plpe per ASTM�Cql vallable 0Q 1 0 Foot OUTSIDE DIAMETER CONTROLLED 3/4" 1.050 .095 .850 12.0 33.60 1" 1.315 .119 1,070 19.0 53,29 11/4" 1.660 .151 1.360 31.0 88-70 NSF. 11/2" 1.900 .173 1,550 41,0 114.80 2" 2.375 .216 1,930 64.0 179.20 SDF1 9(200 psi)Water Plpe per ASTM D3035 Avallable In 100 130.0/600 11000 Foot Coils OUTSIDE DIAMETER CONTROLLED 3/4' 11050 .117 .810 15.0 42.00 .� 1" /.315 .146 1.010 23.0 64.40 1 1/4" 1.660 .184 1,280 37.0 103,60 (NSF 1112" 1,900 .211 1.480 49.0 1$7,20 2" 2.375 .264 1.830 77.0 215,60 ALL PRESSURE RATINGS INDICATED FOR WATER AT 73.4 F, AWWA STANDARD C901 COIL PIPE SIZE DIMENSIONS 3/4' 1" 11/4' 1112" 2" COIL O.D. 100 FT 300 FT 394 4F 64" 68" 500 Fr 43- 63" 69, 72" 80" 1000 FT 61.112" 90' COIL HEIGHT 100 FT 300 FT 10.1/2" 10.1/24 11.112 I 14.1/2" 500 FT 10-112" 10.1/2" 10-1/2" 11-1/2'1 14-1/2" 1000 FT 10.1/2" 10-1/2" 10-1/2' 11.112' 14.1/2" NQ-r� : �1,47—ERf,4L— 7"9 BF USCo ji48R14AT-i4,J QF I " /go' j�ETuAri $Er-J4 FL x �C C. Z0 'd 60SSZ��90Z '3NI -3 -f -a 6Z: 2Z Q3M 96-3T-d3S Fabricated Fittings HIPS oR tg REDOC61Q, , P�A�rJ EnrAS s F -7 d Swage Reducer (Unit.are inches and lbs.) S;zr D;m ns:on D;mcm:on D;cxwioo D;marroa Wll;ghU by Fining EDC Dxd D d 8 F 9 tt 735 1SS 17 21 26 ns lass 10.7s L625 18 24 30 30 30 20 20 20 73 13 Iwo 12JS 10.7S 18 24 40 40 40 27 27 27 is 18 14x12 14 12.75 18 24 50 SO s0 3D 30 30 22 22 1644 16 14 1s 24 65 65 65 42 42 42 30 30 18tI6 18 Is 19 24 80 a0 so 54 S4 54 36 36 20%13 20 16 24 30 130 130 139 90 90 90 60 60 2bc20 22 2D 24 30 — 139 130 108 108 106 75 7S 24)Q2 24 12 24 30 — - 150 130 130 130 6G 86 NOTES t.Other IPS and Metric sires are available upon request 2.EDR is an acronym for'equivalent dimension ratio'and is the ratio of system piping to which fitting joining is intendcd and against which fitting internal preSSufes are calculaled. r 3.All dimensions shown are nominal and all weights are approximate_Weights shown do not include stub ends and back- up rings.(See stub ends snd basic-up dngs). 20 'd 'ZINI '3 '."21 02= S:Z Q3M 96-0- 1—d3S Molded Butt Fusion Fittings Poly Pipe's Butt Fusion Fittings are manufactured in compliance with ASTM U3261 (Standard Sp4lifications for Butt Fusion Polyethylene Fittings). Measurement is donee in accordance with ASTM U2122. A combination of 03261 and 02122 in par iphrased form Is shown below. This paraphrased forrtj is meant to be used only as a guldelinP; specific data and ASTM Specifications should be obtained directly horn(ASTM. 1. outside diameter measurements are to be taken 1/4" from end of fitting.The mrrtsurement i may be made with micrometers, vernier or dial calipers, specially made tapered sleeves gauges, or circumf rential wr;,p tapes. Of these Instruments, the circumferential wrap tape is thought to be the most accuraw and easiest to ttsc. If micrometers or calipers arc used, a minimum (if 6•measurements must be taken to a Sure, a true. average diameter can he determined. Once the average di;3mctcr'Is dc(c•rmined, canpare 0 e results against the tables In 03261 for outside diameter tolerances. . 2. Wall thickness measurements are to be tnadt with a cylindrical anvil tubular micrometer at i minimum of 6 locations to assure the wall minimum and itnaximum thicknesses have been found. Coniparc these results against the tables in 03261 for wall thk:kness tolerances. 3. Out of round tolerances are not found In D3261 for butt fusion fittings. I toweve r, the indmil ry generally ac- cepts the out of round tolerances for pier found in ASTM U2513 (Standard Specifications fo Gas Pressure. Piping Sy%temc) as also applicable to butt fusion fillings, If out of roundness Is to be checkvc on butt fusion fittings, it should be done in the, sink manner as prescribed for roundable pipe in D251.1 ar d D2122, which instructs as follows (paraphased); 3 A. Place the fitting in the manufac:turer'a recommended re-rounding vquipmcnt, screh as he clumping devices of a butt fusion mac;hlne, and tighten the clamps to achieve as much re•round ne as can be occomplished. 3 B. Using a MiCromc.ter, calipers, or similar measuring instruments, lake a minimum of 6 r 1casurcments �✓ to assure the mitnimwn and maximum outside diamen-ts have. been found. 3 C. Subtract the measured minlinum diameter from the maximum_ The diffrrencr is the ii tual out of round condition. Comparo ihose results against the tables in D2513 for out of roundnq ss. Note: All measurements are to be made at or near 73e'FI23°C). Physical Data and Compatibility Poly Pipe's Polyethylene Fusion Huings fully comply with the wqulremcntS of ASTM D2513 and API 151.F. Socket Fusion Fitting%are manufactured in compliance with ASTM 02683, and Butt Fusion Fillin • are manufaC- tured in compliance with ASTM D3261. Poly Pipe's PL' fittings are, molded from pre-blended virgin retsin. in accordance with the material specifications listed In ASTM D1248. Poly Pipe's PC2406 fittings are muldcd from a 'type II, Class 0, C;slegury 5, Grady+ P-23124 resin with a cell classification of 234433E as stated in ASTM D3330 and are cumiratihlr for heat it-sivn with any pipe manufactured from a like-. or similar resin. Foly Pips s FE34011 finings are molded from a I ype III, Class C, Category S, Grade P-34 resin with it cell classlflcatlon of 345434Cstated in ASTM 03350 and are compatible for heat fusion with ;,ny pipes manufactured from a like or similar resin. Heat Fusion For correct heat fusion procedure can'.01t Y01y Pipe's MiWUal un "Recommended Heat 1-uslon It ining Procedures." 1 b0 'd 689SZ2b90Z 'ON I '3 'f 'd 02: 2Z (I3M 96—'d T„-d3S' SEP-17-96 TUE 00 :59 J. C. INC. 20 325589 P. 01 5e R ] CINC- PJCIs**06" P.O. Box 467 • Maple Valley, Washington 98038 • (206) 432-5453• Fax (206) 432-5589 Facsimile Transmittal Cover Sheet Number of Pages (Including Transmittal Sheet) Please deliver immediately To: � � O� Fax Number. From: � C , Date: Subject: Comments: SEP-17-96 TUE 00 :59 J. C. INC. 20 325539 59"'16:'1995 11' 01 2068d502'32 SHOPE CONCRETE PAGE 01 - 081.9964 - I ,---:.lj pQ-...,=...- 3. - 0.4.7 1.1 _ 11 Per ) c:tegr{rr.:,' 7 . t1 . c>.n. o.� C-u;t o to e 1'. IE.1,C . Production Ob/ 196 ; Ura wn Uy : R.A,A f ` . lohz Title: High A vE'. South To ..... .. r p ',.-: ' Reps: Plastic R ,Oate Required D&/ _/:y 1 ! . l�; 6 File �'IC1•' c I .-- - I t f Install Strps—�, -?" ,y 3,''="` Rase sa• ma. B.V. ` with t' 't7!'f t'op •� 1 - 72" 1 ,.2' Cf)&CiOl SeCtiOn d enttom. i=.S, 1•. Rd. Offset 5�aoo� ' \ i' IVitb V' l:everakile Ring. & Jytila.0.1t'''� I Cover- :,:, In, ' I ij ?jl,-.:',>•% 7: -rY� 30" f.t�. t0, 3o" 1,V, \36• ,str" 1I weir Clot I Structure T'a Gt.' orifice( .111r! lt;:r 1 to Thar FcNri, Weir Vot 30 1/2" --.-J i QU P;pv And Weir Slat Lac*lions Shatvn FoP Clarity 114" Ji .2 x 7" (Mint Clip:• I Drilled Fat .i/A" Anr•hrrr, Rott" 1'05:t••f?' I :Ix iu(?':t? '/i:371 !)atc: f To E,:.rr� From ��..o���-g� Bar Grate C�et��it I cLI.�r.�=...�:y...r'•�•...-..�. cart_ ----fit:r kc —......_.:;� o* r��-- C•,-. � Ph,q1t: "Phone if Checked By I �`— CIT�OF RENTON I Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator SURFACE WATER UTILITY CONSTRUCTION NOTICE High Avenue South Stormwater Outfall Improvement Project September 13, 1996 Dear Resident / Property Owner: The City of Renton Surface Water Utility will be improving an existing storm system outfall pipe located at the dead end portion of High Avenue South (525 High Avenue South). The project will consist of replacing an existing 12-inch storm pipe and catch basin with a new 48-inch catch basin and approximately 450 linear feet of 18-inch and 16-inch High Density Polyethylene storm pipe. The new storm system will run from the top of the hill down the steep slope to the north and into an outlet structure. The project is being done to replace the existing storm system and to reduce the risk of landslide hazards due to stormwater being discharged at the top of the steep slope. The project is being funded by the City of Renton Surface Water Utility. Construction is expected to BEGIN on September 16, 1996, or shortly thereafter, and is scheduled to be completed by October 28, 1996. Construction will occur on the west side High Avenue South, north of South 6th Street. The west lane of High Avenue South at 525 High Avenue South will be temporarily closed during construction. Construction hours will be from 7:00 AM to 5:00 PM. The construction contractor, RJC, Inc., will notify you at least 24 hours in advance of construction adjacent to your property. Driveways may be temporarily blocked during working hours, but access will be restored by the end of each working day. If construction will conflict with utility service you will be notified and the temporary interruption will be rectified as soon as possible. Please notify the Surface Water Utility if you lose utility service during construction without being given prior notice. The Surface Water Utility and the contractor will work at keeping you informed of new developments and appreciate your cooperation in this matter. If you have any questions or concerns, please call the City of Renton Surface Water Utility, Ron Straka, (206) 277-5548, or Rick Krier, RJC, Inc. at (206) 432-5453 (Bus.) (206) 406-1645 (Cell.) Thank you. H:DOCS:96-593:RJS:js 200 Mill Avenue South - Renton, Washington 98055 I®This paper contains 50%recycled material,20%post consumer 0 9124 P 01 SEP-13-96 FRI 13 03 BRIRR EN FAX N0, 206-�- wv ziz ,,,Nv WEST BRIARGREEN l�jool Grassland West Far all your Redanmion,Turf and Forage Grass Seed Needs Sepwmber 6, 1996 BLiargreen 27842 132md Avenue S.E. P.O.Box 66-39 Kent,WA 98064 Phoae: 206-630-5024 Fzx: 206-630-9124 RE: Reaton WI&Avenue project Qem;lexx�w.: lUs letter rashes that the grass seed hmished for the above mfereuced projecr, mixed as stated below,will meet or ex=d the quality standards and.assoeiated requirements suwd on the spec c adons sheet and/or pang tags as supplied to Briargreen. M1X mI Y iet5E - Weight— Min P= Mn. Germ ! Chewings Fes= 33 i% 95.00% 90.00% Red Fescue 33.3% 95.00% 90.00% Kard Fescue 333% 95.00% 90.00% weeds o 21%Max , Inert I-5VQ Max Other Crop 03%Max MLA 92 yolkly weigh Mir Pure Min Cam Tan Fesem. 60-70% 91,00% 90.00% .SeasidelColouial Beutgrass 10-15% 95.0011/0 90,00% Meadow Foxtsil 10-15% 90.00% 95.00% Alsike Clover 6-10% 95.00% 90.00% Marshfield BigTre.£oll 1-5% 90.00% 85.mle Redlop 1-6% 95.00% 90.00% Weeds 0.20/6 Max baert 1-5%Max Other Crop 0.3%Max cJ(YByFcrxl;Drive - p O.Box 489 • Clarkston,WA 99403 • (509) 758-9100 • 1-800-582-2070 • Fax(509)758-6601 'Expect the Best, Cal(Gtassl24d West' } • CITY OF RENTON TRANSPORTATION SYSTEMS—TRAFFIC OPERATIONS \ TRAFFIC CONTROL PLAN CONSTRUCTION COMPANY: Q_• APPL. DATE: 9 — IU-9 ADDRESS: 4,(_0 t '(�'1 PERMIT #: �_ ;REAP WArFL)=C-lP Vn�_C- \\t (31 Y" ��,3 I PHONE #: ao(� e/3 L 5 Y '3 CONSTRUCTION SUPERINTENDENT: ,�, MOB./CEL. #: Q fj '/OCR-4 9 CONSTRUCTION LOCATION: #16-//`/ 1114 s FAX #: 7 WORK TIME: 1 -A ✓V\ 4a[t S :()U Dw, APPROVED BY: WORK DATE: VV\-- 1= 1- 1 L to- 1 S APPROVAL DATE: NOTES: 1) CALL 911, FIRE do POLICE DEPARTMENTS BEFORE ANY CLOSURE. USE LOCAL PHONE. 2) THIS PLAN MUST BE SUBMITTED AT LEAST THREE (3) WORKING DAYS PRIOR TO WORK. COMMENTS: SKETCH NORTH I have been informed of my responsibilities for traffic control and OMCE COPY T— CONTRCTOR a agree to comply wi II traffic regulations of the Cityof Renton. INSPECTOR g p y g INSPECTOR JIL WASIGNATURE: DATE: 2— /O — 7e- POLICE E PEACH FIRE JIM GRAY e\AGo\0PMAm\CTR PLN1 NORTH CONES • it a C 1 I Q Cone,`J `c= \o2. rno\jeA or ?Wce-e © Qr.ve LO0.y5 Lo hie. oVe.neA at er representing agree to/comply with di'traffic regulations of the City of Renton. I shall prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. I shall notify emergency services twenty-four (24) hours before any street or lane closures. I understand any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in my receiving a citation for violation of R.C.W. 47.36.200 through 47.36.220, 9A.36.050 Reckless Endangerment, and other applicable State and City codes. I certify I am responsible for the project and the responsible party to be cited for violation of R.C.W. 47.36.200 through 47.36.220 or 9A.36.050 Reckless Endangerment, and other applicable State and City codes. NAME:_��,� �� D.O.B.: -7'Z6 -Sc- SS#: S3 131-- 6 (0V74 HOME ADDRESS: —93 Z`�� c ko WORK ADDRESS: D -7 F' -4 t YO53 ry WORK PHONE:�1_0 HOME PHONE: L/�� 703 COLOR EYES::e/�" WEIGHT: 7,D1!�_ HEIGHT: S -1/ COLOR HAIR:_2, WASHINGTON STATE DRIVERS LICENSE NUMBER: _"7S T h:\division.s\transpor.tat\operatio\traf-con\fines v�ft 44'C 1t tl` 4 '`tf!1 i h'•Lfii n �J f S T O N E W A Y C O N C R E T E CONCRETE MIX DESIGN MIX ID 357 [ 1] 300 PSI 09/09/96 CONTRACTOR R J C, Inc. PROJECT : High Ave S Stormwater Improvements SOURCE OF CONCRETE Stoneway Concrete CONSTRUCTION TYPE Compactible CDF WEIGHTS PER CUBIC YARD (SATURATED, SURFACE-DRY) YIELD, CU FT Ashgrove Type I-II, LB 36 0. 18 Flyash, LB 302 2 . 15 Concrete Sand, LB 1950 11. 66 WSDOT #5 (7/8) , LB 1950 11.57 WATER, LB (GAL-US) 51 ( 6. 1) 0.82 TOTAL AIR, % 3 . 0 0.82 TOTAL 27 .20 WATER/CEMENT RATIO, LBS/LB 0. 15 SLUMP, IN - CONCRETE UNIT WEIGHT, PCF 157.7 300 PSI Maximum PREPARED BY Michael Gardner S E A T T L E R E T1 O N T U K W I L A AOC�SUNTING:912$10TH AVENUE SCSGTW i EATTLE,Wi�9810$ , � . 0 (206)762 2s�6Ci ti ,FAX 763 41�$ "'s" SALES:'1915 MAPLE VALLEY HIGHWAY RENTON,WA 98055 (206)226 1000 'EAX 228-4924 Y a S T O N E W A Y C O N C R E T E R j C Inc. High Avenue South Stormwater Improvements Contractor's Copy Submitted by: Mel Hitch Sales Representative S E A T T L E R L N T O N T U K W I L A ACCOUNTING:9125 10TH AVENUE SOUTH SEATTLE,WA 98108 (206)762-2566 FAX 763-4178 u £ L�� 3�ShC,af u� z� 2�:1 SALES: 1945 MAPLE VALLEY HIGHWAY RENTON,WA 98055 (206)2261000 FAX 228 4924 S+..f.>_,.,.aS`...3 c'r3m}.� 'z`.._ YY b 4Prft+.• n r w� �57 R�� rJ w J "2fiY(w. S T O N E W A Y C O N C R E T E CONCRETE MIX DESIGN MIX ID 357 [ 1] 300 PSI 09/09/96 CONTRACTOR R J C, Inc. PROJECT : High Ave S Stormwater Improvements SOURCE OF CONCRETE Stoneway Concrete CONSTRUCTION TYPE Compactible CDF WEIGHTS PER CUBIC YARD (SATURATED, SURFACE-DRY) YIELD, CU FT Ashgrove Type I-II, LB 36 0. 18 Flyash, LB 302 2 . 15 Concrete Sand, LB 1950 11. 66 WSDOT #5 (7/8) , LB 1950 11. 57 WATER, LB (GAL-US) 51 ( 6. 1) 0. 82 TOTAL AIR, % 3 .0 0.82 TOTAL 27 .20 WATER/CEMENT RATIO, LBS/LB 0. 15 SLUMP, IN - CONCRETE UNIT WEIGHT, PCF 157.7 300 PSI Maximum PREPARED BY Michael Gardner S E A T T L E R E T1 O N T U K W I L A 9U2 IdTH AVENUE SOUTH . SEATTLE 1i11�4�108 + `. (206)762 2566 .: SALES:1915 MAPLE VALLEY.NIGNWAY` •+ 'aENTON;WA 98055 (206)226.1000 '' • SAX 228-4424 • • AdIW � Washington State Mix #357 Request for Approval of A Department of Transportation Materials Source Contract: ( ) ; F.A. Number __ ____ _ ; SR - Date 9/09/96 For PE Use Section High Avenue South Stormwater Improvements ; County King Contractor R.J.C. , Inc. Submitted By Stoneway Concrete See Section 1-06.1 of Std.Spec.and re, . ..jc for instructions. Signature For WSDOT Use CONTRACT BID ITEM SOURCE P.E. HOTR. MATERIAL OR NAME OF MANUFACTURER/FABRICATOR SPECIFICATION APPR'L APPR'L FILE BID NO. MANUFACTURER'S PRODUCT/TYPE OR PIT NUMBER REFERENCE CODE CODE NO. Cement AshGrove Cement Type I-II Seattle, WA F1yAsh Pozzolanic Northwest Type F Cen rai a WA Coarse Aggregate Stoneway Concrete 7 8'r - Class Fine Aggregate Stoneway Concrete Denton Plant 1915 Ma le Valley Hwy/Renton PROJECT ENGINEER DATE HO'S MATERIALS ENGINEER DATE Approval Action Codes for use by Project Engineer and HO Materials Laboratory 1. Source Approved: Acceptance based upon 'Satisfactory'Test Report fore samples of materials to be incorporated into project. 2. Source Approved: Submit Mfg.Cert.of Compliance for'Approval'prior to use of material. 3. Source Approved: Submit Catalog Cuts for'Approval'prior to use of material. 4. Source Approved: Submit Shop Drawings for'Approval'prior to fabrication of material. S. Source Approved: Only materials identified 'Approved for Shipment'by WSDOT Fabrication Inspection Office prior to shipmentto be used. 6. Source Approved: Materials to be certified as either 100%American manufacturer or identification of foreign manufacturer and materials cost within the permissible limits for the project(See Special Provisions). 7. Approval Pending: Request Transmitted to Hdqtr.Lab.for Approval Action. 8. Source Approved: Remarks: Approval Action Codes for Headquarters Laboratory use-only 9. Source Approved: Approval of Change of source must be secured from Headquarters Materials Engineer per Std. Specifications. 10. Approval Withheld: Submit samples for preliminary evaluation. 11. Approval Withheld: 12. Remarks: Project Engineer Distribution Headquarters Materials Engineer Distribution Contractor. HQ Mats Lab(General File)*-f Dist.Oper.Engr. HQ Mats Lab(Elec)(all E&S Codes) Dist. Mats✓ HQ Mats Lab(Asphalt)(all B.codes) HO. Mats Lab(Docum)✓ Seattle Insp. Office(all 5 codes) ( )Mandatory Distribution Project Engineer DOT 350-071 Supersedes Previous Editions Other Revised 8/92 DIRECTIONS FOR USE A Request for Approval of Source of Materials shall be prepared by the Contractor and forwarded to the Project Engineer promptly after award of the contract. The con- tractor shall provide all information required on the form to identify the project, iden- tify the bid item number, item description, manufacturer's product and the intended source of material, sign the form, and submit to the Project Engineer. Approval of source DOES NOT constitute acceptance of the materials for incorporation into the work. See Section 1-06 of the Standard Specifications. The Contractor must request approval of source for ALL materials incorporated into the work including the use of sources or materials designated in the Contract Plans or Special Provisions. ALL ITEMS MUST be identified by Bid Number. Request for ap- proval of ready-mix concrete MUST include the name and location of the batch plant, the source of cement (manufacturer, location of cement plant and type of cement), concrete admixtures (product name and type), and identification of the aggregate source. If the Contractor desires to use a source of aggregates other than that provided in the Special Provisions, the request for approval of the alternate source must be accompa- nied by a letter from the Contractor requesting the change in source. The letter should be addressed to the Project Engineer and forwarded with the District's recommenda- tions to the Headquarters Materials Engineer. The engineer will conduct such tests as are deemed necessary on representative samples of each material or lot of material and/or request such additional documentation as required by the Contract Specifications and/or indicated on the Record of Materials before incorporating the material into the work. STONEWAY C O N C R E T E R j C Inc. High Avenue South Stormwater Improvements Engineer's Copy Submitted by: Mel Hitch Sales Representative S E A T T L E R E N T O N T U K W I L A ACCOUNTING:9125 10TH AVENUE SOUTH SEATTLE,WA 98108 (206)762-2566 FAX 763-4178 ✓+.,�s�`'L,-�i s."'",i�f+ t' ,'ti„ is +-, SALES: 1915 MAPLE VALLEY HIGHWAY RENTON,WA 98055 (206)226-1000 - FAX 228-4924> r;n,2;�� s?{iN rly �_�3a _ • Fff9 q.{3g3�`Gkt+^ �J®Rhi"e'F.4' S T O N E W A Y C O N C R E T E CONCRETE MIX DESIGN MIX ID 357 [ 1] 300 PSI 09/09/96 CONTRACTOR R J C, Inc. PROJECT : High Ave S Stormwater Improvements SOURCE OF CONCRETE Stoneway Concrete CONSTRUCTION TYPE Compactible CDF WEIGHTS PER CUBIC YARD (SATURATED, SURFACE-DRY) YIELD, CU FT Ashgrove Type I-II, LB 36 0. 18 Flyash, LB 302 2 . 15 Concrete Sand, LB 1950 11. 66 WSDOT #5 (7/8) , LB 1950 11. 57 WATER, LB (GAL-US) 51 ( 6. 1) 0. 82 TOTAL AIR, % 3 . 0 0. 82 TOTAL 27 . 20 WATER/CEMENT RATIO, LBS/LB 0. 15 SLUMP, IN - CONCRETE UNIT WEIGHT, PCF 157.7 300 PSI Maximum PREPARED BY : Michael Gardner S F A T T L E R E T1 O N T U K W I L A ACCOUNTING:9125 10TH AVENUE SOUTH SEATTLE,WA 98108 (206)762-2566 FAX 763-4178 r;;$AM4L „Y �1 SALES: 1915 MAPLE VALLEY HIGHWAY RENTON,WA 98055 (206)226.1000 FAX 228.4924s �ra7t�� 4N�'�;t��s i • "WESTERN 111i,01()N" 111311 N.E. 1 I1�S'1' S'i'111:i3'1', `�lil'1'[. A207 13.FIAX- /UE, WA 9FTO(►li SA.C,[ S '1'C)1,1., F'11f;G: 1-F)Ur) ririG- 1:)IT FAX: (2,06) 61113-012 2 January 4, 1996 Mr. Mike Gardner Stoneway Concrete 1915 Maple Valley Highway Renton, WA 98055-3906 Dear Mike: RE: City of Seattle, Ready Mix Plant Certification, Cement Certification This letter is issued to certify that the Type I, Type II, and Type III cements you purchase from Ash Grove Cement Company are in conformance with the requirements of ASTM C-150 92. We further certify that this cement is manufactured it) the United States of America and conforms to the requirements of the Buy American Act. Should you have any questions regarding the use of our products, please contact the undersigned. Sincerely yours, Neil T. Eastvold Technical Services Manager NTE:cf ISLAND COIZI'Oltn'l F.(1141 I•:11 7525 ST. 240,Sltecl P0zzola nic Mercer Isl,urd.WA 980,10 ®�• Ielelrhnne(206)232-9320 A!*% Northwest, est, Inc. FAX(206)232.9501 Processors and Dishlbutors of the Modern Pozzolan/ Fly Ash December 21, 1995 Mr. Mike Gardner STONEWAY CONCRETE 1915 Maple Valley Highway Renton WA 98055 Dear Mike: Pozzolanic certifies that all Centralia fly ash supplied to this company meets the standard conditions of ASTM C-618 for class F pozzolan. Very truly yours, POZZOLANIC Jenny Hitch Manager - Quality Assurance JL11: aw Sworn to before me this twentieth day of December 1995 . i Amy Elizabeth White Notary Public in and for, the State of Washington, County of Snohomish, residing at Everett, Washington My commission expires 10-26-99 CASCADE TESTING LABORATORY, INC_ TESTING & INSPECTION 12919 N.E. 125TH PLACE KIRKLAND. WASHINGTON, 98034 (206) 823-9800 C ✓V -- GRAIN SIZE DISTRIBUTION TEST REPORT r_ G �— a —_—_Specification: c c c c �t w O a 0 0 0 0 ASTM C33 - Sand r_ 100 10 n N � � � � 1* � � vz � 90 80 t 70 � t z 60 1 --- z 50 w 0 w 40 n q 30 i 20 10 \ is 0 200 100 10.0 1 .0 0. 1 0.01 0.001 GRAIN SIZE - mm Test % +3'' 1 % GRAVEL % SAND % SILT % CLAY 1 1 0 . 0 1 16 . 3 82 . 3 1 . 4 SIEVE SIZE Y. PASSING SPECS - 0.375" 100.0 100.0-100.0 Project No. : 9603-38 Date: 03-14-96 #4 96.9 95.0-100.0 Project : 1996 Plant Certification Inspection #8 86.4 80.0-100.0 Location : #16 72.5 50.0-85.0 #30 42.4 25.0-60.0 MATERIAL DESCRIPTION #50 14.9 10.0-30.0 #100 2.6 2.0-10.0 Building Sand WSDOT Pit A-338 #200 1 .4 0.0-5.0 Remarks: Client : Stoneway Concrete TESTED BY CHECKED BY Tom Duncan Ken Foot SUBMITTED r. BY • l.n',c.AIJt: MIJ 9800 G I zj- S*U I? Oil I- t: Sj,nrl I I.:(It 1,11! too 13 C) I'll ASIm CsJ _,ip :4t 4o, 00 • '10 ...I I-I A.L I—L _J____1 I I I I 2.00 IWJ lo.o (;PA I I I I lust /I. mill SAM) SILI 0 ,0 1 ljo , u 0 . 0 _ -1 .......... ..... ...... Ills) __ _ . U ...... L 0 95 tr 00.0- 11)(1 U 1995 P I 6 7 . ..... CI i Ills- . I1111 CIAD III H.D. FOWLER COMIGY P.O. Box 160 BELLEVUE, WASHINGTON 98009 DATE JOB NO. (206) 746-8400 q /o Fax (206) 641-8885 ATTENTION K RE: TO R�C /NC. ICH vENoE 6o0-r STAR c o M vE. MAPi_r yi�iL-LAY W/FSf}//JGio� 9�0.�8 RL o� WE ARE SENDING YOU Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order f7r, S-UA NjJ qL r COPIES DATE NO. DESCRIPTION a-- gWH o L-V t rI41?L646- pipe NO F`AANd.0 a a,R �-� MlL11q1*,3 /NODS L 10 !c� Pir4T h N 0A& VE SS6 tJ O EDLJCX1L C 9 DOeTt L.E l orJ 8 c.K-u DFr-c PIPE Ne_HoR ND O 1F1 THESE ARE TRANSMITTED as checked below: 1�4,For approval ❑ Approved as submitted ❑ Resubmit copies for approval 6,For your use [IApproved as noted ElSubmit copies for distribution (21-As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS PL_EA.56- r,4>c T9 MY /4TrEN 1 c,^J YoL)k F,::A/ti nn1 `L R N t)es-j— Fog 4??it_V,41 2F 1tj,4TEA i,4L-S So-R-f " </RAPIS� ANo rALL C'�r1f1LE i E OyR .SE�/-N 9nJ !% MA t L. oA FAI_ IiA!�K T Y9 u l 9 COPY TO C SIGNED: , PRODUCT240-3 Inc.,G1.to.MM 01471 If enclosures are not as noted, kindly notify us at once. S - - • • DR 13.5 DR 11 DR 9 DR 7.3 DR 6.3 Nominal Average Average Minimum Average Average Minimum Average Average Minimum Average Average Minimum Average Average Minimum Average Pipe Outside Inside Wall Weight Inside Wall Weight Inside Wall Weight Inside Wall Weight Inside Wall Weight Size Diameter Diameter Thickness lb per It Diameter Thickness lb per It Diameter Thickness lb per It Diameter Thickness lb per It Diameter Thickness lb per It 3 3.500 2.951 0.259 1.15 2.826 0.318 1.38 2.675 0.389 1.65 1 2.485 0.479 1.97 2.321 0.556 2.23 4 4.500 3.794 0.333 1.90 3.633 0.409 2.29 3.440 0.500 2.73 3.194 0.616 3.26 2.986 0.714 3.68 5 5.563 4.690 0.412 2.91 4.490 0.506 3.50 4.253 0.618 4.17 3.948 0.762 4.99 3.691 0.883 5.62 6 6.625 5.584 0.491 1 4.12 5.349 1 0.602 4.96 1 5.065 0.736 5.92 4.700 0.908 1 7.07 4.395 1 1.052 7.97 7 7.125 6.006 0.528 4.77 5.751 0.648 5.74 1 5.446 0.792 1 6.85 5.056 0.976 8.18 4.727 1 1.131 9.22 8 8.6251 7.270 0.639 6.99 6.963 0.784 8.41 6.594 0.958 10.03 6.119 1.182 11.99 5.723 1.369 13.51 10 10.750 9.062 0.796 10.85 8.679 0.977 13.06 8.219 1.194 15.58 7.627 1.473 18.62 7.133 1.706 20.99 12 12.750 10.749 0.944 15.26 10.293 1.159 18.37 9.746 1.417 21.93 9.046 1.747 26.19 8.459 2.024 29.53 13 13.375 11.274 0.991 16.80 10.797 1.216 20.22 110.225 1.486 24.12 9.491 1.832 28.82 8.874 2.123 32.49 14 14.000 111.802 1.037 18.41 11.301 1.273 22.16 10.701 1.556 26.44 9.934 1.918 31.58 9.289 2.222 35.60 16 16.000 13.488 1.185 24.04 12.915 1.455 28.94 12.231 1.778 1 34.53 11.353 1 2.192 41.25 110.615 2.540 1 46.50 18 18.000 15.174 1.333 30.42 14.532 1.636 36.61 13.760 2.000 43.70 12.772 2.466 52.20 20 20.000 16.860 1.481 37.55 16.146 1.818 45.20 115.289 2.222 53.94 14.191 2.740 64.45 22 22.000 18.544 1.630 45.46 17.760 2.000 54.70 16.819 2.444 65.26 24 24.000 20.231 1.778 54.10 19.374 2.182 65.11 18.346 2.667 77.69 26 26.000 21.917 1.926 63.49 20.988 2.364 76.41 19.875 2.889 91.17 28 28.000 23.603 2.074 1 73.62 22.605 2.545 1 88.60 21.405 3.111 105.73 30 30.000 125.289 2.222 84.51 24.219 2.727 101.71 22.934 3.333 121.37 32 M 31.594 26.645 2.335 93.53 25.527 2.862 112.47 36 36.000 40 M 139.469 42 42.000 48 M 47.382 54 54.000 55 M 55.295 63 M 63.209 Hydrostatic Standard Pressure Rating @ 73.4°F (23°C) Design) DR 32.5 DR 26 DR 21 DR 17 DR 15.5 DR 13.5 DR 11 DR 9 DR 7.3 DR 6.3 625 psi 40 50 63 78 86 100 125 156 198 236 725 psi 46 58 72 91 100 116 145 181 230 274 800 psi 50 64 80 100 110 128 160 200 254 300 5 KWH Pipe (Canada) Ltd. Aft Sclairpipepolyethylene pipe • Straight Lengths TABLE 1 DIMENSIONS IN INCHES DR 32.5 DR 26 DR 21 OR 17 DR 15.5 Nominal Average Average Minimum Average Average Minimum Average Average Minimum Average Average Minimum Average Average Minimum Average Pipe Outside Inside Wall Weight Inside Wall Weight Inside Wall Weight Inside Wall Weight Inside Wall Weight Size Diameter Diameter Thickness lb per It Diameter Thickness lb per It Diameter Thickness lb per ft Diameter Thickness lb per ft Diameter Thickness lb per ft 3 3.500 3.214 0.135 0.62 1 3.147 0.167 0.76 3.063 0.206 0.93 3.021 0.226 1.01 4 1 4.5001 4.133 0.173 1.03 4.046 0.214 1.26 3.938 0.265 1.54 3.885 0.290 1.67 5 5.563 5.109 0.214 1.57 5.001 0.265 1.93 4.870 0.327 2.35 4.802 0.359 2.56 6 6.625 6.193 0.204 1.80 6.084 0.255 2.23 5.957 0.315 2.73 5.798 0.390 3.33 5.720 0.427 3.63 7 7.125 6.661 0.219 1 2.08 6.544 1 0.274 2.58 1 6.406 0.339 3.16 6.237 1 0.419 3.85 6.150 0.460 4.20 8 8.625 8.063 0.265 3.04 7.921 0.332 3.78 7.754 0.411 4.63 7.550 0.507 5.64 7.446 0.556 6.15 10 10.750 110.048 0.331 4.74 9.874 0.413 5.86 9.665 0.512 7.19 9.410 0.632 8.76 9.279 0.694 9.56 12 12.750 11.919 0.392 6.65 11.711 0.490 8.25 11.463 0.607 10.11 11.160 0.750 12.34 11.005 0.823 13.45 13 13.375 12.502 0.412 7.33 12.285 0.514 9.07 12.025 0.637 11.13 11.707 0.787 13.58 11.545 0.863 14.79 14 14.000 13.086 0.431 1 8.03 12.859 1 0.538 9.94 112.586 0.667 12.20 12.253 1 0.824 14.88 112.086 0.903 16.20 16 116.000 114.957 0.492 10.48 14.696 0.615 12.99 14.385 0.762 15.93 14.005 0.941 19.42 13.812 1.032 21.16 (1Dj 18.000 16.826 0.554 13.27 16.533 0.692 16.44 16.183 0.857 20.15 15.755 1.059 24.59 15.539 1.161 26.79 20 20.000 18.696 0.615 16.37 18.370 0.769 20.30 17.982 0.952 24.87 17.507 1.176 30.34 17.265 1.290 33.07 22 22,000 20,565 0.677 1 19.82 20.206 1 0.846 24.56 119.778 1.048 1 30.12 19.257 1 1.294 36.73 118.992 1.419 40.01 24 24.000 22.435 0.738 23.57 22.043 0.923 29.23 21.577 1.143 35.84 21,007 1.412 43.72 20.718 1,548 47.62 26 26.000 24.304 0.800 27.68 23.880 1.000 34.31 23.375 1.238 42.05 22.759 1.529 51.29 22.445 1.677 55.89 28 28,000 26.173 0.862 32.12 25.717 1.077 39.80 25.174 1.333 48.76 24.508 1.647 59.49 24.171 1.806 64.82 30 30.000 28.043 0.923 36.85 27.554 1.154 45.69 26.971 1.429 1 56.00 26.258 1 1.765 68.31 25.898 1.935 74.41 32 M I'i 31.594 29.541 0.969 40.73 29.024 1.213 50.57 28.414 1.500 61.92 27.663 1.854 75.59 27.288 2.031 82.29 36 36.000 33.651 1.108 53.09 33.064 1.385 65.80 32.366 1.714 80.61 31.510 2.118 98.36 31.075 2.323 107.19 40 M(2) 39.469 36.898 1.213 63.70 36.255 1.516 78.96 35.469 1.874 96.64 34.561 2.315 117.89 42 42.000 39.261 1.292 72.22 38.576 1.615 89.52 37.760 2.000 109.74 36.761 2.471 133.88 48 M(3) 47.382 44.302 1.453 91.63 43.526 1.819 113.75 42.616 2.248 139.18 41.489 1 2.780 169.93 54 54.000 50.477 1.662 119.45 49.597 2.077 148.02 48.549 2.571 181.37 47.267 3.176 221.25 55 M I'I 55.295 51.698 1.697 124.89 50.805 2.118 154.60 49.728 2.626 189.72 48.418 3.244 231.45 63 M IS' 63.209 59.102 1.937 162.98 58.076 2.421 202.01 56.849 3.000 247.77 Other diameters and DRs are available upon request. The relation between dimension ratio,hydrostatic design stress and IPS and Metric Dimensions are in accordance with ASTM F-714-85 hydrostatic pressure: 2S and ISO 161. P- (Do/t)-1 Nominal Weight calculations are based on Plastic Pipe Institute where: (PPI)Report#TR-7. S =hydrostatic design stress,psi, (1) 800 mm P =pressure rating,psi, (2)1000 mm Co =Da"9 for IPS sized pipe (3)1200 mm =Dm,for ISO sized pipe (4)1400 mm t =minimum wall thickness,and J (5)1600 mm D A =dimension ratio. 0 KWH Pipe (Canada) Ltd. 4 General Specifications & Material Standards PIPE AND FITTINGS (f) Manufacturer's Quality System shall vi)A production code from which the be certified by an appropriate date and place of manufacture can 1. REFERENCE SPECIFICATION: independent body to meet the be determined. (a)ASTM F-714: Standard requirements of the ISO 9002 5.JOINING METHODS: Specification for Polyethylene (PE) Quality Management Program. Plastic Pipe (SDR-PR). Based on (a)Wherever possible,the outside diameter. 3. PIPE DESIGN: polyethylene pipe should be joined (b)ASTM D-1248: Standard (a)The pipe shall be designed in by the method of thermal butt specification for Polyethylene accordance with the relationships fusion, as outlined in ASTM Plastics Molding and Extrusion of the ISO-modified formula(see D 2657, Heat Joining Polyolefin Materials. ASTM F 714). Pipe and Fittings. Butt fusion (c)ASTM D-3350: Standard joining of pipe and fittings shall be Specification for Polyethylene P= 2S performed in accordance with the ( Plastics Pipe and Fittings Materials. D/t)-1 procedures recommended by the (d) CSA 6137.1: Polyethylene Pipe, manufacturer.The temperature of Tubing and Fittings for Cold Water where, S = Hydrostatic Design the heater plate should not exceed Pressure Services. Stress (psi) 210°C ± 5°C (410°F ±10°F) and (e)ASTM D-3035: Standard P = Design Pressure the joining pressure should not Specification for Polyethylene (PE) Rating (psi) exceed 25 pounds per square inch Plastic Pipe (SDR-PR). Based on D = OD for IPS pipe of projected end area, excluding ° OD for ISO pipe i e an allowance for friction. Controlled Outside Diameter. min p (b)The polyethylene pipe may be (f) ISO 9002: Model for Quality t = Minimum Wall adapted to fittings or other systems Assurance in Production and Thickness be means of an assembly Installation D/t = Dimension Ratio y 0 consisting of a polyethylene stub- 2. MATERIAL: end, butt fused to the pipe, a back- (a)The pipe shall be made from (b)The design pressure rating P shall up flange of ductile iron, made to �l polyethylene resin compound be derived using the ISO modified Class 150, ANSI B16.1 /B16.5 qualified as Type III, Category 5, formula above, and shall be its dimensional standards with Class C, Grade P34 in ASTM D- normal working pressure in exceptions, bolts of compatible 1248.This material shall have a pounds per square inch at material and a gasket of suitable Long Term Hydrostatic Strength of temperatures up to 730E neoprene, red rubber or asbestos- 1600 psi when tested and (c)The Hydrostatic Design Stress rubber compound cut to fit the analysed by ASTM D2837. shall be 800 psi for PE 3408 joint. In all cases the bolts shall be (b)The raw material shall contain a materials. drawn up evenly and in line. minimum of 2%, well dispersed, (d)The pipe dimensions shall be as (c) Polyethylene pipes of the same carbon black. Additives which can specified in manufacturer's outside diameter but different wall be conclusively proven not to be literature. thicknesses shall be joined by detrimental to the pipe may also means of a flange assembly as be used, provided the pipe 4. MARKING: designated above. produced meets the requirements (a)The following shall be continuously (d)The pipe supplier shall be of this standard. indent printed on the pipe or consulted to obtain machinery and (c)The pipe shall contain no recycled spaced at intervals not exceeding expertise for the joining by butt compound except that generated 5 feet. fusion of polyethylene pipe and in the manufacturer's own plant i) Name and/or trademark of the pipe fittings. No pipe or fittings shall be from resin of the same manufacturer. joined by fusion by and contractor specification and from the same ii) Nominal pipe size. unless he is adequately trained raw material supplier. iii) Dimension Ratio and qualified in the techniques (d) Compliance with the requirements iv) The letters PE followed by the involved. for this paragraph shall be certified polyethylene grade per ASTM 6. GENERAL REQUIREMENTS: in writing by the pipe supplier, D 1248, followed by the (a)The pipe manufacturer shall upon request. Hydrostatic Design basis in 100's provide, upon request, an outline (e)The minimum cell classification of psi e.g. PE 3408. of quality control procedures shall be PE 345434C for PE 3408 v) Manufacturing Standard Reference performed on polyethylene system materials, per ASTM D 3350. e.g. ASTM F 714. components. KWH Pipe (Canada) Ltd. 18 Polyethylene Stub-Ends For joining SCLAIRPIPE high-density polyethylene pipe to other piping materials, to ancillary equipment, or to special fittings, a mechanical fitting is usually required. For these types of connections a flange assembly is the preferred method. This assembly consists of a slip-on metal flange and a polyethylene stub end. These stub ends carry the same pressure rating as the pipe and are butt fused to the pipe end. A stub end must be the same DR rating as the pipe to which it is joined. (i.e. a DR 15.5 stub end - must be used with DR 15.5 SCLAIRPIPE) TABLE 7 DIMENSIONS IN INCHES NOMINAL PIPE SIZE Dimension 3 4 6 8 10 12 14 i6 18 20 22 24 28 32 36 40 42 48 55 63 'A'Diameter 5.18 6.68 8.55 10.80 13.15 15.90 17.36 19.38 21.26 23.50 25.65 27.87 31.50 34.37 39.37 43.31 47.24 52.36 59.06 66.93 V Diameter 3.50 4.50 6.63 8.63 10.75 12.75 14.00 16.00 18.00 20.00 22.00 24.00 28.00 31.59 36.00 39.47 42.00 47.38 55.12 62.99 'E'Overall 1.75 1.75 2.00 2.25 2.63 3.13 3.94 3.94 4.53 4.72 4.80 4.92 5.51 5.51 5.12 5.51 5.12 6.30 6.89 7.28 Thickness 'F'Flange 1.00 1.00 1.06 1.25 1.50 1.87 2.36 2.36 2.75 2.75 2.75 2.75 3.25 3.27 3.35 3.54 3.54 4.00 4.33 4.33 Thickness C RADIUS r LL A 71 KWH Pipe (Canada) Ltd. 8 Vq/ VV 0v io croov 040 4041 rnR iivli. YLAJIIG tL]a 002i003 oT6 . MATEA IAL- Fo& AEFLt-CToe PLATE Atgyp i9//Z DENT A5SE/`1gLy 4PolY PipeHMW PE 305 Pipe _ Gainesville Texas 76241-03 FBmib`a Nr)usTRtAt_PLASTICS.ING (81P. 7) 665-1721, (800)433-5632 Box 390 740 South 28th Street POL PIPE 81 Washougal,WARM TYPICAL PHYSICAL PROPERTIES EXTRA HIGH MOLECULAR WEIGHT HDPE POLY PIPE ASTM Nominal Property (Condition) Unit Value Density D 1505 g/cm' 0.955 Melting Point DSC OF 261 RSV D 1601 dl/g 3.0 Melt Index i2.16 D 1238 (E) gms/10 min- 0.10 i21.6 D 1238 (F) gms/10 min. 12.0 ESCR, Bell Test Fo D 1693 (C) hrs. >10,000 Tensile Strength®Break, psi D 638 5,000 Tensile Strength®Yield, psi D 638 3,500 Elongation at Break D 638,Specimen 1 % 800 Tens. Modulus of Elast. D 638 psi 113,000 Flexural Modulus D 790 psi 136,000 Vicat Softening Temp- D 1525 OF 255 Brittleness Temp. D 746 OF <_180 Heat Distortion Temp D 648 OF 172 Thermal Expansion D 696 in/in/'F 9 x 10" Rockwell Hardness L D 785 — 49 Shore Hardness D D 2240 — 66 The data listed above was determined on compression molded test specimens, and may therefore deviate from specimens taken from pipes. Hydrostatic Design D 2837 psi 1600 Basis 100,000 hrs. 73°F(23°C) Classification Type/Class/Cat./Grade D 1248 III/C/5/P34 Cell Classification 03350 PE 345434C PPI Recommended Designation PE 3408 ESCR-Compressed Ring Fo F 1248 >7500 Designated tests are made in accordance with current issues of ASTM Standard Testing Methods. Copies of these C methods are available from the American Society for Testing and Materials, 1916 Race Street, Philadelphia, PA 19103,on request. Poly Pipe is made according to one or more of the following specifications: ASTM D2513, D3035, F714, or API I SLE. Poly Pipe Industries, Inc.is a member in good standing of the Society of the Plastics Industry, Inc. (SPI), the Plastic CD = PE 3408 HIGH MOLECULAR WEIGHT POLY PIPE �If�rEA?1, �- T BE USER PIPE DATA AND PRESSURE RATINGS- / " Sbt� Ir 19 " 24, PRESSURE 265 PSI 209 psi 160 psi 130 psi 110 psi IN ptl 00 psi 65 psi 50 psi RATING SDR 7 SOR 9 SDR 11 $DR 13.5 SOR 15.5 SDR 17 SDR 21 SOR 26 SDR 32,5 0.0. [PSI SIZE MIN, WEIGHT MIN. WEIGHT MIN. WEIGHT MIN. WEIGH7 MIN, WEIGHT MIN, WEIGHT MIN. WEIGHT MIN. WEIGHT MIN. WEIGHT PIPE SIZE (INCITES) WALL LE101, WALL Le,lf7, WALL LC.IFT. WALL LB./FT. WALL LB./FT, WALL L8,lFT. WALL Ll1.IFT. WALL LB.IFT. WALL LB,IIT, . 2 2.375 .339 0.93 0.264 0.75 0.216 0.03 0.176 0.52 0.153 0.40 0.140 0.42 - - - - - - 3 3.500 .500 2.03 0.309 1,64 0.318 1.37 0.259 1.14 0.226 1-OD 0.2M 0.92 - - - - - - 4 4.500 .643 3.35 0.500 2.71 0.409 2.26 0.333 I,E10 0.290 1.65 0.265 1.52 0.214 1.14 - - - - n 5 5,375 - - - - - - - - - - - - 0.256 1.77 0.207 1.45 0.165 1.17 i+ 5 5.563 .795 5.13 0.618 4.13 0.506 3.46 0.412 2.87 0.359 2.53 OJ27 2.32 0.265 1.90 0.214 1.55 0.171 1.25 a 6 6.625 .946 7.27 0.736 5.613 0.602 4.91 0.491 4.07 0.427 3.50 0.390 3.29 0.313 2.69 0.255 2.20 0.204 1.77 7 7.125 - - - - - - - - - - - - 0.139 3.11 0.274 2.54 0.219 2.05 0 0.625 1.232 12J2 0,958 9.94 0.704 6.32 0.639 6.90 0.556 6.07 0.507 5.57 0.411 4.56 0.332 3,72 0.265 3.00 2 10 10.750 1536 19.14 1.194 15.44 0.977 11.91 0.796 10.72 0.694 9.43 0.632 8.65 0.512 7.09 0.413 5.70 0.331 4.66 12 12.750 1.021 26.93 1.417 21.72 1.159 16-17 0.944 15.03 0.623 13.27 0.750 12.17 0.607 9.97 0.490 13.13 0.392 6.56 13 13.380 - - - - - - - - - - - - 0.637 10.98 0.515 0.96 0.412 7.22 14 14.000 2,000 32.46 1.556 26.19 1.273 21.91 1.037 10.18 0.903 16.00 0.624 14.68 0.667 12.02 0.530 9.01 0.431 7.91 16 16.OW 2,206 42.40 1.776 34.20 1.455 28.62 1.165 23.75 1.032 20.90 0.941 19.17 0.762 15.70 0.613 12.61 0.492 10.33 18 10.000 2.571 53,67 2.000 43.29 1.636 36.22 1,333 30.06 1.161 26.45 1.059 24.26 0.8S7 19.08 0.692 16.21 0.554 13.07 20 20.000 2.657 66.25 2.222 53.44 1,816 44.72 1.401 37.11 1.290 32.66 1.176 29.96 0.952 24.54 0.769 20.01 0.615 16.14 22 22.000 - - - - 2,000 54.11 1.630 44.90 1.419 39.S1 1.294 36.25 1.048 29.69 0,646 24.21 0.677 19.52 24 24.000 - - - - 2.102 64.39 1.778 51.44 1.540 47.02 1.412 43.14 1.143 35.34 0.923 18.81 0,738 23.24 ° 28 28.000 - - - - - - 2.074 72.74 /1.006 64.01 1.647 50.71 1.333 48.10 1,027 39.22 0.862 31.63 0 30 30.00D - - - - - - - - 1.935 73.40 1.765 67,40 1.429 55.21 1.154 45.02 0.923 36.31 32 32.000 - - - - - - - - 2.065 63.60 1.082 76.69 1.524 62.82 1.231 51,23 0.985 41.31. 36 36.000 - - - - - - - - - - 2.110 97.06 1.714 79.51 1.305 64.63 1.)08 52.28 42 42,000 - - - - - - - - - - - - 2.000 103.22 1.615 66.25 1.292 71.16 O 48 48,000 2.286 141.34 1.846 115.26 1.477 92.93 52 52.000 - - - - - - - - - - - - - - 2.000 135.27 1.600 109.00 54 54.000 - - - - - - - _ - _ _ _ - - 2.077 145,68 1,662 117.63 ((DP i i °.ayplm 08/28/96 16:37 %Y360 835 3521 FNTW IND. PLASTIC 16001 a Fabricated Fittings HbpE pR , r �EDy�E/L � P 49 r nt E N p s t3 D — — — — d Swage Reducer (Units are inches and Ibs.) Nominal size Dimension Diman+on Dimension Dimension Weights by Fatting EDR D x d D d B F 9 11 135 1SS 17 21 26 32-5 1CUB 10.75 8.625 16 24 30 30 30 20 20 20 13 13 12X10 1275 10.75 18 24 40 40 40 27 Z7 27 is 18 14x12 14 12.75 18 24 s0 so so 30 30 30 22 22 16x14 16 14 18 24 65 65 65 42 1 42 42 1 30 30 18x16 18 16 18 24 80 so eo 54 54 54 36 36 20x15 20 18 24 30 130 130 130 90 90 90 60 60 22x20 22 20 24 30 — 130 130 108 105 108 75 75 2d�02 24 22 24 30 — — 150 130 130 1 130 1 BG 86 NOTES I-Other IPS and Metric sizes are available upon request 2.EDR is an acronym for"equivalent dimension ratio"and is the ratio of system piping to which fitting joining is intended and against which fitting internal pressures are calculated- 3-All dimensions shown are nominal and all weights are approximate-Weights shown do not include stub ends and back- up rings.(See stub ends and back-up rings). l • LrAB m > ASTW A-536 Ductile Iron Back-Up Flanges • Lightweight Pattern Primer-Painted 150# Drilling Hot-Dip Galvanized ' Angle Face Rings (AFR) Stub-Ends (IPS) OD a BC ID B ► T -T= Dimensions in Inches Nominal Inside Diam. Outside Drillinq Pattern - 150# Approx. Pipe ID Diameter Thickness Bolt Circle Hole No. of 450 Bevel Weight Size AFR IPS OD T BC Diameter Holes B (lbs) 1/2 .90 3.50 .50 2.38 .625 .4 .250 1.0 3/4 - 1.11 3.88 .50 2.75 .625 4 .250 1.4 1 1.75 1.38 4.25 .50 3.13 .625 4 .250 1.7 ® 1'A 2.00 1.72 4.63 .50 3.50 .625 4 .250 1.8 1'/2 2.25 1.97 5.00 .50 3.88 .625 4 .250 2.0 ® 2 2.80 2.46 6.00 .50 4.75 .750 4 .250 3.0 2'/2 3.31 2.97 7.00 .50 5.50 .750 4 .250 3.9 3 3.94 3.60 7.50 .50 6.00 .750 4 .250 4.0 4 4.94 4.60 9.00 .56 7.50 .750 8 .250 6.5 0 5 6.10 5.69 10.00 .63 8.63 .875 8 .250 7.0 6 7.20 6.75 11.00 .63 9.50 .875 8 .250 8.0 ' 8 9.25 8.75 13.50 .63 11.75 - .875 8 .312 11.5 10 11.44 10.95 16.00 .63 14.25 1.000 12 .312 15.0 12 13.44 12.95 19.00 .75 17.00 1.000 12 .312 26.0 ® 14 14.81 14.20 21.00 .75 18.75 1.125 12 .312 . 34.0 6 16.91 16.20 23.50 .75 21.25 1.125 16 .375 37.0 18 18.91 18.20 25.00 .88 22.75 1.250 16 .375 42.0 20 20.91 20.25 27.50 .88 25.00 1 .250 20 .375 51.0 24 24.91 24.25 32.00 1.00 29.50 1 .375 20 .375 76.0 30 30.91 30.25 38.75 1.00 36.00 1.375 28 500 104.0 36 36.91 36.25 46.00 1.13 42.75 1.625 32 .500 150.0 42 42.91 42.28 53.00 1.25 49.50 1.625 36 .500 208.0 48 1 48.91 48.28 59.50 1.25 ''�56.00 1 1 .625 1 44 1 .500 246.0 Physical Properties (minimum) Tensile Strength: 65,000 psi Yield Strength: 45,000 psi Elongation: 10% ® CAB:Your SINGLE best source for PIPE FLANGES AWWA • ANSI • Large Diameters • Special Designs . o Stainless Steel • Carbon Steel • Ductile Iron , , q. H. D. FOWLER COMPANY 13440 S.E. 30th STREET POST OFFICE BOX 160 BELLEVUE, WASH. 98009 PHONE (206) 746-8400 F A X ( 2 0 6) 64 1 - 8 8 8 5 September 6, 1996 To: RJC, Inc. Attention: Rick Reference: High Avenue South Stormwater Outfall Renton, WA The materials we will use in the above mentioned project are as follows: PIPE ANCHORS: Fabricated using 1/4" x 6" Flat Bar A. S.T.M. A36 Steel Plate ORIFICE PLATE: 3/8" Thick Steel Plate 21. 18" O.D. A.S.T.M. A36 GALVANIZING: To A.S.T.M. A123 If I can answer any further questions, please call. Sincerely, H. D. FOWLER COMPANY, INC. John F. Shea Fabricator JFS/kep PUMPS SEWERAGE WATERWORKS TURF IRRIGATION uy/Vo/too 1L:l0 p3tiu 0jo JSL1 1"Ml ltvll. FLAB 11G Lgjuuz/uu3 o7-E . MATE/R iA I. FoR- D EFc rc i o2. PLA rE }rib /9//Z VjFNT• /45SeI48Ly f Poly Pipe EHMW PEqA08Pipe Il Texas F&LiMan 1l�DUSTR[AL PLA.STICS.INC. P.O. Box 390, Gainesville,Te 76241-03 740 South 28th Street POl PIPE (817) 665-1721, (800) 433-5632 Washougal,WA 98671 TYPICAL PHYSICAL PROPERTIES EXTRA HIGH MOLECULAR WEIGHT HDPE POLY PIPE ASTM Nominal Property (Condition) Unit Value Density D 1505 g/cm' 0.955 Melting Point DSC OF 261 RSV 01601 dl/g 3.0 Melt Index i2.16 D 1238 (E) gms/10 min. 0.10 i21.6 D 1238 (F) gms/10 min. 12.0 ESCR, Be[)Test Fo D 1693 (C) hrs. >10,000 Tensile Strength®Break, psi D 638 5,000 Tensile Strength®Yield, psi D 638 3,500 Elongation at Break D 638,Specimen I % 800 Tens. Modulus of Elast. D 638 psi 113,000 Flexural Modulus D 790 psi 136,000 Vicat Softening Temp. D 1525 OF 255 Brittleness Temp. D 746 OF <-180 Heat Distortion Temp D 648 OF 172 Thermal Expansion D 696 in/in/'F 9 x 10" Rockwell Hardness L D 785 — 49 Shore Hardness D D 2240 — 66 The data listed above was determined on compression molded test specimens, and may therefore deviate from specimens taken from pipes. Hydrostatic Design D 2837 psi 1600 Basis 100,000 hrs. 73°F(23°C) Classification Type/Class/Cat./Grade D 1248 III/C/5/P34 Cell Classification D 3350 PE 345434C PPI Recommended Designation PE 3408 ESCR•CompressedESCR Compressed Ring F 1248 >7500F 1248 >7500 Designated tests are made in accordance with current issues of ASTM Standard Testing Methods- Copies of these methods are available from the American Society for Testing and Materials, 1916 Race Street, Philadelphia, PA 19103,on request. Poly Pipe is made according to one or more of the following specifications ASTM 025T3, D3035, F714, or API T SLE. Poly Pipe Industries, Inc.is a member in good standing of the Society of the Plastics Industry, Inc. (SPI), the Plastic PE 3408 HIGH MOLECULAR WEIGHT POLY PIPE PIPE DATA AND PRESSURE RATINGS' PRESSURE 265 pet 200 PSI 160 psi 130 psi 110 psi 100 PSI 60 psl 6S psi 50 psi RATING SDR 7 SDR 9 SDR 11 SDR 13.5 SDR 15.5 SDR 17 SDR 21 SOR 26 SDR 323 1P5' SIZE MIN, WEIGHT MIN. WEIGHT MIN. WEIGHT MIN. WEIGHT MIN, WEIGHT MIN. WEIGHT MIN. WEIGHT MIN. WEIGHT MIN, WEIGHT PIPE SIZF (INCH(S) WAIL LBJFT. WALL LBJFT, WALL L0.1FT. WALL LBJFT. WALL LBJFT, WALL LBJFT. WALL U.IFT. WALE LB.IFT. WAIL 1.6J1T, 2 2.375 .339 0.93 0.264 0.75 0.216 0.63 0.176 0.52 0.153 0.46 0.140 0.42 - - - - - - 3 3.500 .500 2.03 0.309 1.64 0.318 1.37 0.259 1.14 0.226 I.00 0.206 0.92 - - - - - - 4 4.500 .643 3.35 0.500 2.71 0.409 2.20 0.333 1.60 0.290 1.65 0.265 1.52 0.214 1.24 - - - - 5 5.375 - - - - - - - - - - - - 0.256 1.77 0.207 1,45 0.165 1.17 l+ 5 5.563 .795 5.13 0.618 4.13 0.506 3.46 0.412 2.87 0.359 2.53 0.327 2.32 0.265 1.90 0.214 1.55 0.171 1.25 a 6 6.625 .946 7.27 0.736 5.06 0.602 4.91 0.491 4.07 0.427 3.50 0.390 3.29 0.315 2.69 0.255 2,20 0.204 1.77 y 7 7.125 - - - - - - - - - - - - ' 0.339 3.11 0.274 2.54 0.219 2.05 0 6.625 1,232 12J2 0,958 9.94 0.704 8.32 0.639 6.90 0.556 6.07 0.507 5.57 0.411 4.56 0.332 3.72 0.265 3.00 +. 10 10.750 1536 19.14 1,194 15.44 0.977 12.92 0.796 10.72 0.694 9.41 0.632 8.65 0.512 7.09 0.413 5.70 0.331 4.66 12 12.750 1.021 26.93 1.417 21.72 1.159 10.17 0.944 15.08 0.823 13.27 0.750 12.17 0.607 9.97 0.490 8.13 0.392 6.56 13 13.300 - - - - - - - - - - - - 0.637 10.98 0.515 0.96 0.412 7.22 14 14.D00 2,000 32.46 1.556 26.19 1.273 21.91 1.037 10.10 0.903 16.00 0,024 14.68 0.667 12.02 0.530 9.01 0.431 7.91 16 16.000 2,286 42,4D 1.778 34.20 1.455 28.62 1.165 23.75 1.032 20.90 0,941 19.17 0.762 15.70 0.613 12.81 0.492 10.33 18 10.000 2.571 53.67 2.000 43.29 1.636 36.22 1.333 30.06 1.161 26.45 1.059 24.16 0.857 19.08 0.692 16.21 0.554 13.07 n 20 20.000 2,657 66.25 2.222 53.44 1.818 44.72 1.401 37.11 11240 32.66 1.176 29.96 0.952 24.54 0,769 20.01 0.615 16.14 22 22.D00 - - - - 2.000 54.11 1.630 44.90 1.419 39.51 1.294 36.25 1.048 29.69 0,646 24.21 0.677 19.52 24 24.000 - - - - 2.102 64.39 1.776 51.44 1.548 47.02 1.412 43.14 1.143 35.34 0.923 18.01 0.730 23.24 ' - - - - - - � 28 20.000 2.074 72.74 /1.806 64.01 1.647 58.71 1,333 48,10 1.077 34,22 0.862 31.63 0 30 30.000 - - - - - - - - 1.935 73.48 1.765 67.40 1.429 55.21 1.154 45.02 0.921 36.31 32 32.0D0 - - - - - - - - 2.065 83.60 1.082 76.69 1.524 62.82 1.231 51.23 0.985 41.31. 36 36.000 - - - - - - - - - - 2.116 97.06 1.714 79.51 1.305 64.83 1.1D8 52.23 42 42.000 - - - - - - - - - - - 2.000 10312 LOS 60.25 1.292 71.16 n O 48 48.000 2.286 141.34 1.846 115.26 1.477 92.95 52 52.000 _ - _ _ - - - - _ - _ _ - - 2.000 135.27 I.600 109.00 54 54.000 - - _ - _ _ _ _ _ _ _ _ - - 2,077 145.68 1.662 117.63 ((DP0 101y,n;� �1iv ELI t �,. W93 08/28/96 16:37 %5360 8 5 3521 FNW IND. PLASTIC 16001 Fabricated Fittings HOPE DR 1 (7 R EDy,/L , pLArrJ EIvas D Swage Reducer (Units are inches and lbs.) P1Omin]7 size Dimension D;=cm:on Dimension Dimension 1Neighu by Fttiag EDX D x d D d 8 F 9 11 135 1SS 17 21 26 32-5 10x8 10.75 8 625 18 24 30 30 30 20 20 20 13 13 I W O 12.75 10JS 18 24 40 40 I 40 27 27 27 18 18 14x12 14 12.75 18 24 s0 50 SO 30 30 30 22 22 16x14 16 14 18 24 65 65 65 42 42 42 30 30 18xi6 18 16 18 24 80 80 BO 54 54 SA 1 36 36 20x18 20 18 24 30 130 130 130 90 90 90 60 60 2240 22 20 24 30 — 130 130 108 105 1CS 7S 75 24x?2 24 22 24 30 — — 150 1 130 130 130 66 1 86 NOTES I-Other IPS and Metric sizes are available upon request. 2.EDR is an acronym for"equivalent dimension ratio"and is the ratio of system piping to which fitting joining is intended and against which fitting internal pressures are calculated. 3.All dimensions shown are nominal and all weights are approximate.Weights shown do not include stub ends and back- up rings. (See stub ends and back-up rings). • • Page 1 RJC, Inc. P.O. Box 467 Maple Valley, WA 98038 RE: High Avenue Stormwater Outfall - Job No. 845 WORK PLAN & MOBILIZATION 1. Install Safety Ropes and Line 2 . Staking and silt fence 3 . Clearing and grubbing, including landscape removal 4 . Set up temporary landscape holding and watering area 5 . Mobilization of equipment , back hoe , pumps , loader 6 . Install 72" man hole and rock blanket 7 . Weld pipe and install along line 8 . Excavate trench and bank 9 . Install 48" man hole and secure pipe in trench 10 . C.D.F. and slope 11 . Restore landscape 12 . Pave and clean up 13 . Demobilization TEMPORARY EROSION PLAN On site - 1 6" Diesel Pump 500 ' 6" Hose In case of rain, 48" man hole will be plugged and pump will be installed. Run-off and discharge will be sent down hill and released at lower portion of property in dischaige channel. ALTERNATE A,& B SUPPLIERS Alternate A - Briargreen , Inc . Atlernate B - North West Geotextile FENCE MATERIAL Cedar - D & better clear cedar Posts - Pressure treated, appearance grade , outdoor Fittings - Galvanized Nails - Galvanized 2X4 ' s - Appearance grade , outdoor OMEN SIR MINE :;i m-m----- y ONE 1 3 • Page 2 C.D.F. SHORING PLAN Low slump C.D.F. to be placed on slope in separate pour. Trench to be poured after pipe is secured with cross bracing to keep pipe from floating - two lifts . Shoring Plan Below: H. D. FOWLER COMPANY 13440 S.E. 30th STREET POST OFFICE BOX 160 BELLEVUE, WASH. 98009 PHONE (206) 746-8400 F A X ( 2 0 6) 6 4 1 - 8 8 8 5 September 6, 1996 To: RJC, Inc. Attention: Rick Reference: High Avenue South Stormwater Outfall Renton, WA The materials we will use in the above mentioned project are as follows: PIPE ANCHORS: Fabricated using 1/4" x 6" Flat Bar A. S.T.M. A36 Steel Plate ORIFICE PLATE: 3/8" Thick Steel Plate 21. 18" O.D. A. S.T.M. A36 GALVANIZING: To A. S.T.M. A123 If I can answer any further questions, please call. Sincerely, H. D. FOWLER COMPANY, INC. John F. Shea Fabricator JFS/kep PUMPS SEWERAGE WATERWORKS TURF IRRIGATION 1 ° ••� AS A-536 Ductile Iron LrABi Back-Up Flanges • Lightweight Pattern Primer-Painted 150# Drilling Hot-Dip Galvanized ` Angle Face Rings (AFR) Stub-Ends (IPS) OD BC ID B ► T Dimensions in Inches Nominal Inside Diam. Outside Drilling Pattern - 150# Approx. Pipe ID Diameter Thickness Bolt Circle Hole No. of 450 Bevel Weight Size AFR IPS OD T BC Diameter Holes B (lbs) 1/2 .90 3.50 .50 2.38 .625 4 .250 1.0 3A 1.11 3.88 .50 2.75 .625 4 .250 1.4 1 1.75 1.38 4.25 .50 3.13 .625 4 .250 1.7 ® 11/4 2.00 1.72 4.63 .50 3.50 .625 4 .250 1.8 11/2 2.25 1.97 5.00 .50 --3.88 .625 4 .250 2.0 ® 2 2.80 2.46 6.00 .50 4.75 .750 4 .250 3.0 2'/2 3.31 2.97 7.00 .50 5.50 .750 4 .250 3.9 3 3.94 3.60 7.50 .50 6.00 .750 4 .250 4.0 4 4.94 4.60 9.00 .56 7.50 .750 8 .250 6.5 0 5 6.10 5.69 10.00 .63 8.63 .875 8 .250 7.0 6 7.20 6.75 11.00 .63 9.50 .875 8 .250 8.0 0 8 9.25 8.75 13.50 .63 11.75 .875 8 .312 11.5 10 11.44 10.95 16.00 .63 14.25 1.000 12 .312 15.0 12 13.44 12.95 19.00 .75 17.00 1.000 12 .312 26.0 ® 14 14.81 14.20 21.00 .75 18.75 1.125 12 .312 . 34.0 6 16.91 16.20 23.50 .75 21.25 1 .125 16 .375 37.0 18 18.91 18.20 25.00 .88 22.75 1 .250 16 .375 42.0 20 20.91 20.25 27.50 .88 25.00 1 .250 20 .375 51.0 24 24.91 24.25 32.00 1.00 29.50 1 .375 20 .375 76.0 30 30.91 30.25 38.75 1.00 36.00 1.375 28 .500 104.0 36 36.91 36.25 46.00 1.13 42.75 1 .625 32 .500 150.0 42 42.91 42.28 53.00 1.25 49.50 1 .625 36 .500 208.0 48 48.91 48.28 59.50 1.25 56.00 1.625 44 .500 246.0 Physical Properties (minimum) Tensile Strength: 65,000 psi Yield Strength: 45,000 psi Elongation: 10% ® CAB: Your SINGLE best source for PIPE FLANGES ®' AWWA • ANSI • Large Diameters • Special Designs • o Stainless Steel • Carbon Steel • Ductile Iron SEP- 0-96 FRI 12:58 BRIAR EN FAX NO, 206 P. 03 *9124 1)1/06/ga 12:45 0150D I GRASSLAND WEST ' 1ARGREEN Grassland West ftr all your Reclamation,Turf and Forage Grass Seed Needs &-ptember 6, 1996 V842 1 32rad Avenue S.E. P-0.Box 6639 Kent.WA 99064 Phone: 206-630-5024 Fax.- 206-630-9124 RE: Rcntou High.A-venue Project ThIs levxlz ce-,tLifieS that the Vass seed furnished for the above refereiicecl project, mNed as slatctl below,wjU jia,,rA or exceed the quality standards and associated icquiremeias stated on the spq-cillcaions sheet and/or packaging taV as suppliecl toBriargreen. V(x irz I Weight_.-.Min.-Pure Min- Qmm cs —.30/ a 90.00%che"Riags f3irdsfoot Trefoil 95,00% 90.0011/0 Tal weeds 0 10/.M- ax 95.00% 90.000/0 Inert 1.5%Max Other Crop 0.3%Max N41DC 42 Y- Pilalty- -&i0j mlnjP= Min. Qbeqn 1,311 Fescue 6070% 95-00% 9 0.W/o Semide/Colvmial Bentgrass 10-15% 95-00% - 90-00% x Meadow Foxtail 10-15 0/6 90.00% 85.0011/0 6-10% 95.00% 90-000/c, Nflarsbjiel.d Big Trefoll 1-5% 90-00% 85.00-10 R"Atop 1-601a 95.00% 90.000/0 Weeds V%Max hiert 1-5% Max Other Crap 03%Max .......... 90s Port DrIV6 w P-0.Box 489 Clarkston,WA-99403 • (609) 758-9100 1-800-582-2070 - Pu(509)758.6601 'Expe-ot the Best,Call Grai---,land West! .. ......... SEP- 6-96 FRI 12:67 BRIARGREEN FAX NO. 206 630 9124 P. 02 ,--EP-06-96 FIRI 106 :59 0 E INTERNATIONAL NULXF 20601 0070 P. 01 PACE 1"ER1V4WfONAL LP P.O.Box 1047 Auburn,W.A. 98071-1047 pos)35u-6432 1-80-34V-5171 PAY(206)35140070 September 6, 1006 Briargreen, Inn. P.O. Box 6639 Kent, WA 98064 To Whom It May Concern: We wish io certify by this letter that the following materials were supplied to l3naigfeen, Inn. The fertilizer manufactured by Pace International was NuLife 28-4-11 which consists of 28% total nitrogen (N), 4% available phosphoric acid (P2061, and 1013/p soluble potash (K20). If there should be any questions, please call us at the office at 206-351- 6432. Sincerely, 41xv X Amy L. Padgett Pace International - Nullfe .................--............................................ SEP- 6-96 FR I 12:58 BR I AR*EN FAX N0, 206 9124 P, 04 00/00/98 12:46 1&1509 601 GRASSLAND WEST i RIARGREEN Q 002 We fi:&r certify dike this seed rneem all requirements of the Federal.Seed Act (7 U.S.C. 1551--16].0)aad complies with the State Seed Laws and the Noxious Weed Laws for thef.State of"S?U'ashington_ Regards: GRASSLAND WEST CO. $ Stymer SEP- 6-96 FRI 12:59 BRIARGREEN FAX N0, 206 630 9124 N. ub EROROND Bonded Fiber System SAMPLE SPECIFICATION Materials ERO-BOND Bonded Fiber System (BFS) ERO-BOND Bonded Fiber System is a two part product composed of Ero-Bond liquid bonding agent and Ero-Fiber long length wood fiber mulch. Ero-fiber is 100%woodfiber manufactured by the defibrating process, from hemlock or fir. Ero-fiber has a minimum of 60%of fibers 8.5 mm or longer and 75% of the total fiber exceeding 3.5 mm in length. The Ero-Bond Bonded Fiber System minimizes phosphorus run off and allows the use of fertilizer in sensitive areas. Ero-Bond BFS does not react with other ingredients in the hydroseeding mixture or in the soil to create a toxic substance and is ultra violet resistant and is fully biodegradable. A small arnount of Ero-Fiber shall be mixed and sprayed to evaluate hydroseeder pump performance and familiarize the applicator with the different spraying characteristics of the product. Ero-Fiber is up to 10 times coarser than conventional hydroseeding fibers and may not pump properly in equipment smaller than 1500 gallon capacity. Execution ERO-BOND Liquid Bonding Agent(LBA) shall be mixed in the hydroseeding solution before adding the Ero-Fiber mulch. The amount of Ero-Bond added to the tank shall.be proportional to the specified Ero- Fiber rate. Care shall be taken by applicator to become familiar with the differing loading characteristic of Ero-Fiber. The first load should be mixed using 10% less fiber than usual for the tank size, then gradually increased if no difficulties are encountered. Application shall be sprayed in two directions to avoid shad- owing. Final spray over the area shall be in the direction of water flows. Application shall be performed so as to provide 100% coverage of the soil. Application of product shall be installed at temperature above 451 F and be allowed to cure for a minimum of 4 hours. Product shall not be installed in rainy conditions or on saturated soils. Manufacturer representatives are available for application questions. Specification range Ero-Bond:50- 120 gallons per acre depending on application. Ero-Fiber: 2500-3000 lbs, per acre depending on application. Source: Briargreen, Inc. Kent, WA (800)635-8873 Specifier contact Briargreen for suggested application rates Notes To Specifiers: Ero-Bond is a liquid product and is specified by the gallon not by the pound. =�.. _ For more information contact Briargreen, Inc. PO Box 6639 nt WA 98064 P3R PEEN 206 630 5024e Fax 630 9 24 copyright 1994 Briargreen, Inc. Leaders in Hydroseeding Technology, Eno-Bond &Ero-Fiber are trademarks of Briargreen, Inc. Cramer Northwest, Inc. Land Surveyors & Planners 945 N. Central,Ste.#104,Kent,WA 98032 (206)8524880 or 1-(800)251-0189 FAX(206)8524955 PROPOSAL AND WORK AUTHORIZATION Proposal for: RICK KRIER Of: R.J.C. , INC. Address: P.O. BOX 467 Phone: 432-5453 OR 413-8903 MAPLE VALLEY, WA. 98038 Fax: 432-5589 Owner: CITY OF RENTON Today's Date: 8/22/96 Job Name: HIGH AVE. S. STORM Job No. : 96176 Est. Start Date: 8/23/96 Est. Completion Date: AS NEEDED LEGAL DESCRIPTION: PROVIDED BY CLIENT IN THE SW 1/4 OF SECTION 17, T.23N. , R.5E. , W.M. , KING CO. , WA. SEE PLANS & SPECS. Project description: RESEARCH, CALCS. , AND CONTROL SURVEY. STAKE C.B.S AND SET SLOPE STAKES. AS-BUILT LINE AS WELL AS POSSIBLE WHEN FINISHED. Cost estimate: $2000 TO BE BILLED AT HOURLY RATES OF $50 FOR CAD, $70 FOR P.L.S. & $100 FOR 2/MAN CREW. Payment plan: RETAINER $200 IN ADVANCE: BALANCE WHEN FINISHED AND DELIVERED. NET 10 DAYS. ACCEPTANCE OF PROPOSAL: The above specifications, prices, terms and conditions as outlined are satisfactory and hereby accepted. I understand that my signature authorizes CRAMER NORTHWEST, INC. to perform all professional services specified f which payment will be made as outlined. Accepted by: - Date: ��- For: Authorized signature for CRAMER NORTHWEST, INC. : 6r,4 AAd Jo E. ramer, P.L.S. Sclair i e high density polyethylene • •e S�+n Y M sy Y' Y t'w C.f r n► y f - General • • P I P • ♦ , • . DR 13.5 DR 11 DR 9 DR 7.3 DR 6.3 Nominal Average Average Minimum Average Average Minimum Average Average Minimum Average Average Minimum Average Average Minimum Average Pipe Outside Inside Wall Weight Inside Wall Weight Inside Wall Weight Inside Wall Weight Inside Wall Weight Size Diameter Diameter Thickness lb per It Diameter Thickness lb per tt Diameter Thickness lb per tt Diameter Thickness lb per It Diameter Thickness lb per It 3 3.500 2.951 0.259 1.15 2.826 0.318 1.38 2.675 0.389 1.65 2.485 0.479 1.97 2.321 0.556 2.23 4 4.500 3.794 0.333 1.90 3.633 0.409 2.29 3.440 0.500 2.73 3.194 0.616 3.26 2.986 0.714 3.68 5 5.563 4.690 0.412 2.91 4.490 0.506 3.50 4.253 0.618 4.17 3.948 0.762 4.99 3.691 0.883 5.62 6 6.625 5.584 0.491 1 4.12 5.349 1 0.602 4.96 1 5.065 0.736 1 5.92 4.700 1 0.908 7.07 4.395 1 1.052 7.97 7 7.1251 6.006 0.528 4.77 5.751 0.648 5.74 5.446 0.792 6.85 5.056 0.976 8.18 4.727 1.131 9.22 8 8.625 7.270 0.639 6.99 6.963 0.784 8.41 6.594 0.958 1 10.03 6.119 1.182 11.99 5.723 1.369 13.51 10 10.750 9.062 0.796 10.85 1 8.679 0.977 13.06 8.219 1.194 15.58 7.627 1.473 1 18.62 7.133 1.706 20.99 12 12.750 10.749 0.944 15.26 10.293 1.159 18.37 9.746 1.417 21.93 9.046 1.747 26.19 8.459 2.024 29.53 13 13.375 11.274 0.991 16.80 10.797 1 1.216 20.22 110.225 1.486 1 24.12 9.491 1.832 28.82 1 8.874 2.123 1 32.49 14 114.000 111.802 1.037 1 18.41 11.301 1.273 22.16 10.701 1.556 26.44 9.934 1.918 31.58 9.289 2.222 35.60 16 16.000 13.488 1.185 24.04 12.915 1.455 28.94 12.231 1.778 34.53 11.353 2.192 41.25 10.615 2.540 46.50 18 18.000 15.174 1.333 30.42 14.532 1.636 36.61 13.760 2.000 43.70 12.772 2.466 52.20 20 20.000 16.860 1.481 37.55 16.146 1 1.818 45.20 115.289 2.222 1 53.94 14.191 1 2.740 64.45 22 22.000 118.544 1.630 1 45.46 17.760 2.000 54.70 16.819 2.444 65.26 24 24.000 20.231 1.778 54.10 19.374 2.182 65.11 18.346 2.667 77.69 26 26.000 21.917 1.926 63.49 20.988 2.364 76.41 19.875 2.889 91.17 28 28.000 23.603 2.074 73.62 22.605 1 2.545 88.60 121.405 3.111 105.73 30 30.000 25.289 2.222 84.51 24.219 2.727 101.71 22.934 3.333 121.37 32 M 31.594 26.645 2.335 93.53 25.527 2.862 112.47 36 36.000 40 M 39.469 42 42.000 48 M 47.382 54 54.000 55 M 55.295 63 M 163.2091 rydrostatic Standard Pressure Rating @ 73.4°F (23°C) Design Stress DR 32.5 DR 26 DR 21 DR 17 DR 15.5 DR 13.5 DR 11 DR 9 DR 7.3 DR 6.3 625 psi 40 50 63 78 86 100 125 156 198 236 725 psi 46 58 72 91 100 116 145 181 230 274 i 800 psi 50 64 80 100 110 128 160 200 254 300 5 KWH Pipe (Canada) Ltd. Sclairpipepolyethylene pipe • Straight Lengths TABLE 1 DIMENSIONS IN INCHES J DR 32.5 DR 26 DR 21 DR 17 DR 15.5 Nominal Average Average Minimum Average Average Minimum Average Average Minimum Average Average Minimum Average Average Minimum Average Pipe Outside Inside Wall Weight Inside Wall Weight Inside Wall Weight Inside Wall Weight Inside Wall Weight Size Diameter Diameter Thickness Ib per ft Diameter Thickness Ito per ft Diameter Thickness Ib per ft Diameter Thickness Ito per ft Diameter Thickness Ib per It 3 3.500 3.214 0.135 0.62 3.147 0.167 0.76 3.063 0.206 0.93 3.021 0.226 1.01 4 4.500 4.133 0.173 1.03 4.046 0.214 1.26 3.938 0.265 1.54 3.885 0.290 1.67 5 5.563 5.109 0.214 1.57 5.001 0.265 1.93 4.870 0.327 2.35 4.802 0.359 2.56 6 6.625 6.193 0.204 1 1.80 6.084 0.255 1 2.23 5.957 1 0.315 2.73 1 5.798 0.390 1 3.33 5.720 1 0.427 3.63 7 7.125 6.661 0.219 2.08 6.544 0.274 2.58 6.406 0.339 3.16 6.237 0.419 3.85 6.150 0.460 4.20 8 8.625 8.063 0.265 3.04 7.921 0.332 3.78 7.754 0.411 4.63 7.550 0.507 5.64 7.446 0.556 6.15 10 110.750110.048 0.331 4.74 9.874 0.413 5.86 9.665 0.512 7.19 9.410 0.632 8.76 9.279 0.694 9.56 12 12.750 11.919 0.392 1 6.65 11.711 0.490 8.25 111.463 0.607 10.11 11.160 0.750 12.34 11.005 0.823 13.45 13 13,375 12.502 0.412 7.33 12.285 0.514 9.07 12.025 0.637 11.13 11.707 0.787 13.58 11.545 0.863 14.79 14 14.000 13.086 0.431 8.03 12.859 1 0.538 9.94 12.586 0.667 1 12.20 12.253 0.824 14.88 112.086 0.903 1 16.20 16 116.000 114.957 0.492 10.48 14.696 0.615 12.99 14.385 0.762 15.93 14.005 0.941 19.42 13.812 1.032 21.16 (1Dj 18.000 16.826 0.554 1 13.27 16.533 0.692 1 16.44 16.183 0.857 20.15 15.755 1.059 24.59 15.539 1.161 26.79 20 20.000 18.696 0.615 16.37 18.370 0.769 20.30 17.982 0.952 24.87 17.507 1.176 30.34 17.265 1.290 33.07 22 22.000 20.565 0.677 19.82 20.206 0.846 24.56 19.778 1.048 1 30.12 19.257 1.294 36.73 18.992 1.419 1 40.01 24 24.000 22.435 0.738 23.57 22.043 0.923 29.23 21.577 1.143 35.84 21.007 1.412 43.72 20.718 1.548 47.62 26 126.000 124.304 0.800 1 27.68 23.880 1.000 1 34.31 23.375 1.238 42.05 22.759 1.529 51.29 22.445 1.677 55.89 28 28.000 26.173 0.862 32.12 25.717 1.077 39.80 25.174 1.333 48.76 124.508 1.647 59.49 24.171 1.806 64.82 30 30.000 28.043 0.923 36.85 27.554 1.154 45.69 26.971 1.429 56.00 26.258 1.765 68.31 25.898 1.935 74.41 32 M I'i 31.594 29.541 0.969 40.73 29.024 1.213 50.57 28.414 1.500 61.92 27.663 1.854 75.59 27.288 2.031 82.29 36 36.000 1.108 53.09 33.064 1.385 65.80 32.366 1.714 80.61 31.510 2.118 98.36 31.075 2.323 107.19 40 M(2) 39.469 1.213 63.70 36.255 1.516 78.96 35.469 1.874 96.64 34.561 2.315 117.89 42 42.000 1.292 72.22 38.576 1.615 89.52 37.760 2.000 109.74 36.761 2.471 133.88 48 M 13; 47.382 44.3102 1.453 91.63 43.526 1.819 113.75 42.616 2.248 139.18 41.489 2.780 169.93 54 54.000 150.477 1.662 119.45 49.597 2.077 148.02 48.549 2.571 181.37 47.267 3.176 221.25 55 M i4I 55.295 51.698 1 1.697 124.89 50.805 2.118 154.60 49.728 2.626 189.72 48.418 1 3.244 231.45 63 M is' 63.209 59.102 1 1.937 162.98 58.076 2.421 202.01 56.849 3.000 1247.77 Other diameters and DRs are available upon request. The relation between dimension ratio,hydrostatic design stress and hydrostatic pressure: IPS and Metric Dimensions are in accordance with ASTM F-714-85 _ 2S and ISO 161. P (D/t)-1 Nominal Weight calculations are based on Plastic Pipe Institute where: (PPI) Report#TR-7. S =hydrostatic design stress,psi, (1) 800 mm P =pressure rating,psi, (2)1000 mm Co =Dam for IPS sized pipe (3)1200 mm =D for ISO sized pipe min (4)1400 mm t =minimum wall thickness,and J (5)1600 mm D A =dimension ratio. 0 KWH Pipe (Canada) Ltd. 4 General Specifications & Material Standards PIPE AND FITTINGS (f) Manufacturer's Quality System shall vi)A production code from which the be certified by an appropriate date and place of manufacture can 1. REFERENCE SPECIFICATION: independent body to meet the be determined. (a)ASTM F-714: Standard requirements of the ISO 9002 5.JOINING METHODS: Specification for Polyethylene (PE) Quality Management Program. Plastic Pipe (SDR-PR). Based on (a)Wherever possible,the outside diameter. 3. PIPE DESIGN: polyethylene pipe should be joined b ASTM D-1248: Standard by the method of thermal butt ( ) (a)The pipe shall be designed in fusion, as outlined in ASTM specification for Polyethylene accordance with the relationships p 2657, Heat Joining Polyolefin Plastics Molding and Extrusion of the ISO-modified formula (see Materials. ASTM F 714). Pipe and Fittings. Butt fusion (c)ASTM D-3350: Standard 2S joining of pipe and fittings shall be Specification for Polyethylene P= performed in accordance with the Plastics Pipe and Fittings Materials. (D/t)-1 procedures recommended by the (d) CSA B137.1: Polyethylene Pipe, manufacturer.The temperature of Tubing and Fittings for Cold Water where, S = Hydrostatic Design the heater plate should not exceed Pressure Services. Stress (psi) 2100C ±50C (4100F ± 100F) and (e)ASTM D-3035: Standard P = Design Pressure the joining pressure should not Specification for Polyethylene (PE) Rating (psi) exceed 25 pounds per square inch Plastic Pipe (SDR-PR). Based on D = OD for IPS pipe of projected end area, excluding Controlled Outside Diameter. 0 ODm,9 for ISO pipe an allowance for friction. (f) ISO 9002: Model for Quality t = Minimum Wall (b)The polyethylene pipe may be Assurance in Production and Thickness adapted to fittings or other systems Installation be means of an assembly D/t = Dimension Ratio consisting of a polyethylene stub- 2. MATERIAL: end, butt fused to the pipe, a back- (a)The pipe shall be made from (b)The design pressure rating P shall up flange of ductile iron, made to polyethylene resin compound be derived using the ISO modified Class 150, ANSI B16.1 /B16.5 qualified as Type III, Category 5, formula above, and shall be its dimensional standards with Class C, Grade P34 in ASTM D- normal working pressure in exceptions, bolts of compatible 1248.This material shall have a pounds per square inch at material and a gasket of suitable Long Term Hydrostatic Strength of temperatures up to 730E neoprene, red rubber or asbestos- 1600 psi when tested and (c)The Hydrostatic Design Stress rubber compound cut to fit the analysed by ASTM D2837. shall be 800 psi for PE 3408 joint. In all cases the bolts shall be (b)The raw material shall contain a materials. drawn up evenly and in line. minimum of 2%, well dispersed, (d)The pipe dimensions shall be as (c) Polyethylene pipes of the same carbon black. Additives which can specified in manufacturer's outside diameter but different wall be conclusively proven not to be literature. thicknesses shall be joined by detrimental to the pipe may also means of a flange assembly as be used, provided the pipe 4. MARKING: designated above. produced meets the requirements (a)The following shall be continuously (d)The pipe supplier shall be of this standard. indent printed on the pipe or consulted to obtain machinery and (c)The pipe shall contain no recycled spaced at intervals not exceeding expertise for the joining by butt compound except that generated 5 feet. fusion of polyethylene pipe and in the manufacturer's own plant i) Name and/or trademark of the pipe fittings. No pipe or fittings shall be from resin of the same manufacturer. joined by fusion by and contractor specification and from the same ii) Nominal pipe size. unless he is adequately trained raw material supplier. iii) Dimension Ratio and qualified in the techniques (d) Compliance with the requirements iv) The letters PE followed by the involved. for this paragraph shall be certified polyethylene grade per ASTM 6. GENERAL REQUIREMENTS: in writing by the pipe supplier, D 1248, followed by the (a)The pipe manufacturer shall upon request. Hydrostatic Design basis in 100's provide, upon request, an outline (e)The minimum cell classification of psi e.g. PE 3408. of quality control procedures shall be PE 345434C for PE 3408 v) Manufacturing Standard Reference performed on polyethylene system materials, per ASTM D 3350. e.g. ASTM F 714. components. KWH Pipe (Canada) Ltd. 18 w Polyethylene Stub-Ends For joining SCLAIRPIPE high-density polyethylene pipe to other piping materials, to ancillary equipment, or to special fittings, a mechanical fitting is usually required. For these types of connections a flange assembly is the preferred method. This assembly consists of a slip-on metal flange and a polyethylene stub end. These stub ends carry the same pressure rating as the pipe and are butt fused to the pipe end. A stub end must be the same DR rating as the pipe to which it is joined. (i.e. a DR 15.5 stub end must be used with DR 15.5 SCLAIRPIPE) TABLE 7 DIMENSIONS IN INCHES NOMINAL PIPE SIZE Dimension 3 4 6 8 10 12 14 16 18 20 22 24 28 32 36 40 42 48 55 63 'N Diameter 5.18 6.68 8.55 10.80 13.15 15.90 17.36 19.38 21.26 23.50 25.65 27.87 31.50 34.37 39.37 43.31 47.24 52.36 59.06 66.93 'C' Diameter 3.50 4.50 6.63 8.63 10.75 12.75 14.00 16.00 18.00 20.00 22.00 24.00 28.00 31.59 36.00 39.47 42.00 47.38 55.12 62.99 'E'Overall 1.75 1.75 2.00 2.25 2.63 3.13 3.94 3.94 4.53 4.72 4.80 4.92 5.51 5.51 5.12 5.51 5.12 6.30 6.89 7.28 Thickness 'F'Flange 1.00 1.00 1.06 1.25 1.50 1.87 2.36 2.36 2.75 2.75 2.75 2.75 3.25 3.27 3.35 3.54 3.54 4.00 4.33 4.33 Thickness C RADIUS r PEI I M i U. i A 71 KWH Pipe (Canada) Ltd. 8 08/28/1996 08:08 2068450292 SHOPE CONCRETE P96E O'' Oite: 08127/96 Quote #0819964 LD- - 0.471" Per Degree . comer: Rj(• 721, CA O-D, - 0.56711 Pee- Oegre e � .--j �Job Tille: High Ave, South To Production : 081 196 �Drawn By : R.A.A. ................ .......... Vepth: 07-54' Steps: Plastic RiDate Required : 06/ 196 !File RJC721gcd .......... 4 install Steps--- 5tacking 7 - 7,2 X 55 1/2" Base .... 1 - 72 X ` Special Section 66.0040 I - 72 X 8" F-5. T. Rd. Offset 1 ti With 24" 1?everable Ring & 76" L 124. 0'� C),\00 Cover C;?s/. -/n. w. pww (A) 7.996- 28' Dia- Weil Slot 8.0. With V Off Top Owail 4 sottam. Loch .11 112m To C.I. N,300 I.D. 101, 12" 48.00, I.D. 48.0000 k&C Cast-in-1-1 Weir slot Structure To fle Drilled And U<)r Grate To 6e Fa.,;ren(.,d in The Foild. Weir $10A--A 90 2 / � I (A) 3 6 48' Rebar 31 112." 1 14 1/2" -A ............... Pipt, And Wcir Slot Locations Shown For Clarify -1/4 1 X 21, x 2" (Min:) Clip: Dr/fied For .515" Anchor /Ynits. 4 Ea. (T YP.) Bar Grate Detail --T Korinq- Ti/-r7(-.?, 'IPate CO2 l Checked ted _gy ........... 6 L9L-668(6Zt7)xeJ•41740-668(EZ117)•IIOS-XI=1-008 vsn•914LE Nl'e600ueAeUo.anu4 tilsnpul 6 LOt .LSOOZ 91IJA91090 NgAOM pnpoad „-ga43uAs ul suopnlog yewg uoisiAia s}onpoid oiiayiuAsoag S3161tm DI13141NAS 4&2i SYNTHETIC INDUSTRIES Geosynthetic Products Division Smart Solutions in Synthetics"" Product WOVEN GEOTEXTILE Style 200ST 4019 Industry Drive•Chattanooga,TN 37416•USA 800-FIX-SOIL•(423)899-0444•Fax(423)899-7619 77- SYMfilETIC IMOUSTRIES CONSTRUCTION PRODUCTS DIVISION "Smart Solutions in Synthetics" 200ST Woven Geotextile 200ST is a woven slit film polypropylene geotextile manufactured at one of Synthetic Industries' manufacturing facilities that has achieved ISO 9002 certification for its systematic approach to quality. The individual slit films are woven together in such a manner as to provide dimensional stability relative to each other. The construction of the geotextile makes the 200ST ideal for soil separation, stabilization, and reinforcement. The geotextile is resistant to ultraviolet degradation and to biological and chemical environments normally found in soils. Synthetic Industries 200ST conforms to the property values listed below: PROPERTY TEST METHOD MINIMUM AVERAGE ROLL VALUES' Mechanical English Metric Wide Width Tensile Strength ASTM D4595 120 x 120 Ibs/in 21.0 x 21.0 kN/m Grab Tensile Strength ASTM D4632 200 x 200 Ibs 890 x 890 N Grab Elongation ASTM D4632 15 x 15 % 15 x 15 % Puncture Strength ASTM D4833 100 Ibs 445 N Mullen Burst ASTM D3786 450 psi 3100 kPa Trapezoidal Tear ASTM D4533 75 x 75 Ibs 330 x 330 N Hydraulic Apparent Opening Size (AOS) ASTM D4751 40 US Std. Sieve 0.425 mm Permittivity, T ASTM D4491 0.07 sec' 0.07 sec " Water Flow Rate ASTM D4491 6 gpm/ftz 240 I/min/m' Endurance UV Resistance ASTM D4355 90 % 90 % (% retained @ 500 hours) Notes: ' Values shown are machine (warp) x cross-machine (fill) direction. Minimum average roll values represent a 95 percent confidence level, calculated as the mean minus two standard deviations. Standard Roll Size: 12.5' x 432' = 600 S.Y. 15' x 360' = 600 S.Y. 17.5' x 309' = 600 S.Y. Seller makes no warrarityy, express or implied, concerning the product furnished hereunder other than it shall be of the quality and specifications stated herein ANY IMPLIED WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE IS EXPRESSLY EXCLUDED AND TO THE EXTENT THAT IT IS CONTRARY TO THE FOREGOING SENTENCE, ANY IMPLIED WARRANTY OR MERCHANTABILITY IS EXPRESSLY EXCLUDED. Any recommendations made by Seller concerrng uses or applications of said product are believed reliable and Seller makes no warranty of resLits to obtained. This Data Sheet supersedes al previous Data Sheets for this style and is subject to change without notice. W200ST-5-4.25.95 4019 Industry Drive • Chattanooga, TN 37416 • 615/899-0444 FAX 615/899-7619 Toll Free 800/621-0444 619L-668(EZV)xeJ•4440-668(£Z4)•IIOS-XI�-008 vsn•9L4L£ Nl'e600usAeU0•anup tilsnpul 6LOt, aI�3S 08 4z)npoad ali;xajoa!) uaAonnuoN „sopeyluAS ul suognlos yewg uOISIAIa s}onpoid oi}eytuAsOaD S3R UJ1 D113H1NAS hL)*MTHETIC INDUSTRIES Geosynthetic Products Division Smart Solutions in Synthetics- Product Nonwoven Geotextile Style 801 , 4019 Industry Drive•Chattanooga,TN 37416•USA 800-FIX-SOIL•(423)899-0444•Fax(423)899-7619 SYMTtETIC AW INDUSTRIES CONSTRUCTION PRODUCTS DIVISION "Smart Solutions in Synthetics" 801 Nonwoven Geotextile 801 is a polypropylene, staple fiber, needlepunched nonwoven geotextile manufactured at one of Synthetic Industries' facilities that has achieved ISO-9002 certification for its systematic approach to quality. The fibers are needled to form a stable network that retain dimensional stability relative to each other. The geotextile is resistant to ultraviolet degradation and to biological and chemical environments normally found in soils. Synthetic Industries 801 conforms to the property values listed below: PROPERTY TEST METHOD MINIMUM AVERAGE ROLL VALUES'_ Mechanical English M ric Grab Tensile Strength ASTM D4632 200 Ibs 890 N Grab Elongation ASTM D4632 50 % 50 % Puncture Strength ASTM D4833 130 Ibs 575 N Mullen Burst ASTM D3786 400 psi 2750 kPa Trapezoidal Tear ASTM D4533 85 Ibs 375 N Hydraulic Apparent Opening Size (AOS) ASTM D4751 80 US Std. Sieve 0.180 mm Permittivity, T ASTM D4491 1.50 sec' 1.50 sec' Permeability, k = T • t ASTM D4491 0.38 cm/sec 0.38 cm/sec Water Flow Rate ASTM D4491 110 gpm/ft2 4480 I/min/m2 Endurance UV Resistance ASTM D4355 70 % 70 % (% retained @ 500 hours) Notes ' Values shown are in weaker principal direction. Minimum average roll values represent a 95 percent confidence level, calculated as the mean minus two standard deviations. Standard Roll Size. 15.0 x 300 = 500 sq. yds. Seller makes no warranty, express or implied,concerning the product fumished hereunder other than it shall be of the quality and specifications stated herein. ANY IMPLIED WARRANTY OF FITNESS FOR A PARTICULAR PURPOSE IS EXPRESSLY EXCLUDED AND TO THE EXTENT THAT IT IS CONTRARY TO THE FOREGOING SENTENCE, ANY IMPLIED WARRANTY OR MERCHANTABILITY IS EXPRESSLY EXCLUDED. Any recommendations made by Seller concerning uses or applications of said product are believed reliable and Seller makes no warranty of results to obtained. This Data Sheet supersedes all previous Data Sheets for this style and is subject to change without notice. NW60144.24.95 4019 Industry Drlve • Chattanooga,TN 37416 • 615/899-0444 FAX 615/899-7619 Toll Free 800/621-0444