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Plans (708)34 JEFF BECK - ADS PAGE 02 y -Cos v~ THE MOST NAME IN DRAINAGE SYSTEMS September 22, 200D J.U.B. Engineers 2810 West Clearwater Ave,, $W s 201 Kemm ick, WA 98398 Attn. tl b ae Loftus Re: rqw d Lovwes/Emle Hwdwyare ADS N-12® Canugafisd Poly "lane Pipe Dear Mr. Loftus: ADS understawls theta m1gM be a concern over differential s* Allelmerd between the installed ADS H-129 storm sewer Ines and the rec&ing c rtrrete marftlet, Based on the prodded amount of. deReat cm presented in Ceftw,, Geotechnlcaft fax tnernQlallJurn dated September 21, M, this annum woWd rot have any "ni It efhxU an the pe* amarfoo Of our pipe, amraing it Yves Insu 6d per our reoommendad Installations prQCle4kKes (Atached). Pleaso do not hasWe to contact me if you have any quadion a. Sinaarely, Jeff Beck, A.E, %W Repor®Il Engine Cc: Mike Whaley Jim Flckor ADVAIICEO OAAINA09 SNSTEMS, INC. P.O. BOX 2091 ISSAQUON, WA 98077-0019 TEL: 425 : 992-5797 FAX: 425 : 372.5:34 Hrrl•.11WWW'..40S.P f C9M • . • 9 lv t✓� 09/22/2000 09:14 4253925734 JEFF BECK - ADS PAGE 03 11111 rrmm 11` ro t�� IcDt t o 3.115 Pduct No � Re: N - Stem, Sanit -r } ScLver and Cul i ii t Date: tray 1, 1 X99 1 INTRODUCTION • This handbook Is Intended to provide guidance for the proper Installation of Advanced Drainage Systems (p DS) high density polyethylene (HDPE) pipe used In storm drain applications. This handbook Is not intended to replace standard industry or project specifications, but to provide guidance based on our experience, research and recommendations for proper product performance. It is recognized that installation practices vary from region to region, however, the following recommended guidelines are in general, applicable to most installations. 2. WARRANTY •-• Advanced Drainage Systems, Inc, warranties Its products as described in the Terms and Condition of Sala that Is provided on the back of each invoice and bill of lading. 3. PRE - CONSTRUCTION! 31. Precautions Federal regulations covering safety for construction are published in the Safety and Health Regulations to Construction under the Department of Labor, Occupational Safety and Health Administration (OSHA). These regulations define prances, which must be followed. 32 Ordering Pipe should be ordered from an ADS sales representative or authorized distributor. ADS representatives can assist In placing an order by reviewing project plans and specifications to Insure proper quantities ;, and components are ordered. My certification which may be required, should be noted at the time of osier so the AIDS representative can arrange for proper certifications to be auppiled with pipe deliveries. 3300 i uVIRSIDE ORIVC OOLYMPYS, 011 41221 (014) 447.2031 hsepUlwww.1 DS-PIP/Lamm 09/22/2000 09:14 4253925734 JEFF BECK - ADS PAGE 04 • 3.3. Receiving and Unloading ;ADS pipe Is shipped to the job site on drop side or flat bed trailers. Upon rs -� _ �— .. F ∎ �r r • arrival at the jobsite, the pipe should be inspected for quantity and , 1 ; r' ; shipping damage. Any discrepancies or damage should be noted on it's y ,.; f ,;. -�> .1► delivery receipt and the supplier notified. Most deliveries arrive on sell ~.� unloading ADS dropside trailers. However, tor 1600 mm (60" pipe) an some flatbed deliveries, the contractor may be required to unload the Ripe. The pipe is designed to withstand normal field handling and can be easily unloaded by hand or with equipment. To avoid damage the pip) 3 , should not be dropped. Additionally, tie down straps or bands should -rot be removed until the pipe has been secured to prevent rolling or = — dropping the pipe. Handling should be accomplished by hand, lifting tongs or nylon sting:;. When using slings, two pick points are recommended. 3.4. Stockpiling Stockpile pipe as close as possible to its final location but away from construction traffic and construction activities. Pipe should be stockpiled on level ground and if stacked, blocking should be provided to prevent rolling. Stacked pipe should be placed with bells alternated on successive layers and the bells should overhang the layer below to prevent deforming and damaging the bell. The protective wrap on the gaskets of the spigot end should be left oil the pipe until it is ready for insulation. Lube, couplers and fittings should be stored with the pipe. Couplers and fittings should be stored flat to prevent damage and misshape. 4. INSTALLATION 4.1. Line and Grade Stone drain pipe systems are designed to provide hydraulic capacity based on pipe size and slope. The alignment or line of the pipe is tho horizontal location of the pipe while the grade is the vertical slope of the " pipe. . In order for a storm drain system to function as designed, It 1s important to install the pipe to the proper line and grade. Generally, no special practices are required to maintain line and grakle, however, certain installation techniques can greatly increase the system performance and rate of installation. Alignment is established by a field survey. Once the trench is excavated on line, the pipe bedding should be placed to proper thickness. The top , _ of the bedding should be adjusted to allow for the difference betweei the plan invert (tlowline) and pipe profile wall thickness. For 4r through 60' N -12H0, a shallow (1 "bell hoW should be provided so the pipe Is fully supported. The folbowln;, table gives the dimenslon to be subtracted from the pipe Inverts Indicated on the plans when checking bedding elevations. 2 09/22/2000 @9:14 4253925734 JEFF BECK - ADS PAGE 05 Table 1— Invert Adjustment for Wall Thickness P ipe Diameter in. (mm) Welt Thickness , inches feet mm 12' (300 mm) 1.15' _ 0.10' 29 mm 15° (375 mm) 1.30" 0.11' 33 mm 18° (450 mm) 1.57' 0.13' 40 mm 24" (525 mm) 1.86" 0.16' 47 mm 30' (600 mm) - 2.55' 0.21' 55 mm 36" (750 mm) 2.85' 0.21' 72 mm 42" (105D mm) annular 3.15° 0.26' 80 mm 42' (1050 mm) HC 2.63" 0.22' 57 mm 48' (1200 mm) HO 2.58" 0.21' 66 mm 60' (1500 mm) HO 2.95' 0.25' 75 mm 4.2. Trench Widths Referenoes for trenching practice are in AASHTO Section 30 and /►STM 02321. Both of these specifications provide guidelines for trench widths applicable to a variety of installation conditions. Trench widths mar be varied based on the competency of the in -situ soil, badcfill material s, = compaction levels and loads. In general, the following table provides recommended trench widths for most Installations to permit proper place -'.: — - - ..-- -.--;-., ment and compaction of bacicfi l material in the haunches and around the - e N pipe. However, the design engineer may modify the trench widths based on an evaluation of the competency of the in -situ materials, the quality and 4: .- G . compaction level of the backfill, the design loads and the compaction equipment to be used In Ileu of the engineer's recommendations or governing agency specifications, the following trench widths' are suggested. = n - - . Table 2 — Suggested Minimum Tren oh Widths Nominal Pipe Diameter, Inches (mm) Pipe OD, Inches (mm) 1 Minimum Trench width, inches mm) 4' (100 mm) _ 4.78" (120 mm) 21" (530 mm) 6' (150 mm) 8.92" (176 mm) 23' (580 mm) . 8' (200 mm) 9.11 °. (233 mm) 25 " (630 mm) 10' (250 mm) 11.36 (287 rnm) • 28° (710 mm) 12' (300 mm) 14.45' (387 mm) 31' (799 mrn) 15' (375 rnm) 17.57° (448 mm) 34' (660 mm) 18" (4 mm) 21.2" (538 mm) 39" (980 mm) 24° (800 mm) 27.8' (719 mm) 46" (1220 mm) 30' (750 mm) 35.1' (892 mm) 88' (1680 mm) 36' mm) 41.7' (1059 mm) - 78" (1980 mm) 42" (1050 mm) annular s 47.T (1212 mm) 83' (2110 mm) 42° (1050 mm) HO 46.75' (1187 mm) 83' (2110 mm) 48" (1200 mm) HC 52.7' (1339 mm) 89' (2260 mm) , 60' (1500 mm) HC 65.5° (1664 mm) 102' (2590 mm) _ 3 09/22/2000 29:14 4253925734 JEFF BECK - ADS PAGE 06 nching should be completed in existing soils with sidewalls reasonabid i Q j - - vertical to the top of the pipe. For positive projection embankment installations, the embankment material should be placed and compacted I to a minimum of one (1 foot above the pipe and the trench excavated — into the embankment. When excavation depths or soil aondltlons requirt, snoring or use of a trench box, the bottom of the shoring or trench box Y should be placed no lower than the top of the pipe. This prevents _ disruption of the backflll envelope when removing the shoring or trench box. if this practice cannot be followed, consideration should be given to leaving the shoring in place. 4.33. Dewatertng Excessive groundwater hinders proper placement and compaction of bedding and backfiil. ADS N -12 pipe will float in standing water, therefore, it is imperative that a dry trench be provided. It may be necessary to provide sump pumps, well points, deep wells, geofabrics, tinderdrains or a diversion ditch to insure a dry trench. A qualified engineer should be consulted to determ'ne dewatering methods. 4.4. Joints ADS offers a variety of joint options to satisfy specific project requirements. Three performance levels are commonly required for storm drain applications. 4.4.1. Solt Tight Joints Soli tight joints are specified as a function of opining size, coupler length and backfill particle size. Split couplers may be used for pipe sizes up to 42° to provide a soil tight connection. The sides of the split couplers are "hinged" so they easily open to accept each end of the adjacent pipe sections. There are matching holes at the ends of the split coupler which allow securing the coupler with nylon ties. • 4.4.2. Silt Tight Joints Sift tight joints are specified where there Is a high percentage of fines and groundwater potential. These joints are designed to guard against Infiltration of soil at the joint, A bell and spigot design with at elastomeric rubber gasket meeting ASTM F-477 Is generally specified for ; lilt tight applications. A joint design passing a laboratory pressure test of 2 rsi can be assumed to be silt tight (using ASTM D -3212 modified to 2 psi). The AIDS Pro-Link Ultra joint is designed ,..- ; to meet the silt tight requirements. t . 4.4.3. Water Tight Joints Watertight joints are specified to meet a laboratory pressure test of 10.9 psi per i . ASTM D -3212. These joints are designed to prevent infiltration of soil and ' ' - exfiltration of etorm,water, The joints have a bell and spigot or bell-bell design • and incorporate an ASTM F-477 elastomerfc rubber gasket. ADS Pro-lank WT joints satisfy the requirements of watertight installations. 4 ;r= 09/22/2000 09:14 4253925734 JEFF BECK - ADS PAGE 07 45. Joint Assembly 'It Split couplers are easily installed by laying the adjoining sections of pipe In the open split coupler and wrapping the coupler . ~ . around the pipe. Nylon ties may then be fed through the holes in ,? ; the end of the coupler to secure the coupler to the pipe. The pipe and the inside of the coupler should be clean and free of dirt prior to securing the coupler. _ Bell and spigot or bell -- bell couplers incorporating an j elastomeric rubber gasket are either an in -line bell (Pro-Link _ Ultra), a welded bell (Pro-Unk ST or WT) or a bell -bell (Pro-Link WT). These couplers are easily installed by the following _ procedure which will insure the specified performance. i. Thoroughly dean the be and spigot ends, making sure they are free of mud and grit. Remove the protective shrink -wrap from the gasket If the gasket has been removed, make sure ` the gasket seat is clean and reinstall the gasket by stretching it over the pipe and nesting it in the seat. Gaskets should be installed with the marking facing the coupler. 2. Remove shipping collars (where provided) prior to lowering the pipe in the trench. Properly dispose of shipping collars • outside the a trench. Do not install pipe with shipping PIP F„::tjr101:21- FY. collars on the pipe and do not dispose of shipping collars In :. : :c : ,„ Z 4 t h , ^ .,, "lik the trench. . "'i'• ', 3. Lubricant is supplied for gasketed joint installation in either T buckets or spray lubricant. The lubricant should be liberally , „ < _ , applied to both the bell and spigot ends of the pipe. Care should be taken to insure lubricant Is applied to the = chamfered leading edge of the bell. 4. Align the pipe and push the spigot home on grade. Joints should be installed with bells facing upstream for proper installation. Generally, pipes should be laid starting at the downstream end and worldng upstream. Small diameter ' pipe (below 24 ") can usually be Installed by pushing the joint home by hand. Larger diameters may necessitate using a - bar or equipment to push home. If a bar or equipment is . - . utilized a wood block should be used to prevent damage to . the bell. When pushing the joint home, make sure bedding material is not pulled Into the bell by the spigot. Material such as small stones and sand pulled Into the bell as the pipe is joined can cause leaks. 5. EMBEDMENT MATERIALS Embedment materials are those used tor bedding, haunching and Initlal backflll as illustrated in Figure 1. \ AASHTO Section 30 and ASTM D -2321 classify soils using AASI-;TO and Unified soil classification, 5 09/22/2000 09:14 4253925734 JEFF BECK - ADS PAGE 09 respectively. The following will describe soils using the ASTM D-2321 nomenclature with AASHTO ;atiions noted. l Class 1— Angular crushed stone or rock, dense or open graded with 111118 or no fines (%4 Inch to 1 / inches in size) Class 11— (GW, GP, SW, SP, GW-GC, SP -SM) Clean, coarse grained materials, such as gravel, coarse sands and gravel/sand mixtures (1 Y2 inches maximum size). ( AASHTO classifications Al & A3). Class 111— (GM, GC, SM, SC) Coarse grained materials with fines including silty or clayey gravels or sands- Gravel or sand must comprise more than 50 percent of Class 111 materials (1 / inches maximum size). ( AASHTO classifications A -2-4 & A -2.5). Class 1V— (ML, CL, MH, CH) Fine grained materials, such as fine sand and soils containing 50 percent or more clay or silt. Soils classified as Class IVa (ML or CL) have medium to low plasticity and are not recommended in the embedment zone. Soils classified as Class IVb (WIH or CH) have high plasticity and are not recommended for embedment materials. Class V— (OL, OH, PT) These materials include organic silts and clt.Lys, peat and other organic materials. They are not recommended for embedment materials. Note: All embedment materials should be free from lumps of frozen sol or ice when placed. Additionally, embedment materials should be placed and compacted at optimum moisture content Eneavemed Tre,1cn Width Moen WW1 g 1�� ��_ , e 1, _ 1 s NU ',,,,,,,,v,... (1110 b soo mm7 'Area , � i ..r• PlpeZone evNArse - • ►ta I • $ , 'i'a (pee Nppe3eSA) le—. E .,` ,• • '�; • '• -' o l •i ' ►eau Zane .ANN fl wo , fiin9 < 7 _ Central0eddne y : • • .. (see Male 305.3) Figure 30.5.1 Figure 1. Trenyh Cross Section Showing Terminology AASHTO SECTION 30' ASTM D -2321 " These specifications are presented as a guide and are not a substitut : for local agency /designer standards. Both specifications are Illustrated to show similarities and ADS's recommendations are presented in the text. Embedment materials should be specified with consideration given to design loads and the classification and suitability of native soils. For normal installations without Ilve loads or deep cover heights, many native soils will be applicable. Also, using native soils minimizes the potential for migration of fines into the embedment material. Where native soils ale not appropriate for embedment iaterials or the loading conditions, an Imported material should be considered. 6 09/22/2300 09:14 4253925734 JEFF BECK - ADS PAGE 09 5.1. Foundation "A A stable foundation must be provided to insure proper line and grade is maintained. Unsuitable foundations must be stabilized at the engineer's direction. Unsuitable or unstable foundations may be undercut and replaced with a suitable bedding material, placed in (I" lifts. Other methods of stablization, such as geotextiles may be appropriate based on the engineer's judgement. 5.2. Bedding • A stable and uniform bedding shall be provided for the pipe and ar::y protruding textures of its joints and/or fittings. The middle of the bedding equal to 1/3 of the pipe OD shculd be loosely placed, with the remainder compacted to a minimum of 90 percent standard proctor density. Class I, II and III materials are suitable for use as bedding. 5.3. Haunching Proper haunching provides a major portion of the pipe's strength aid stability. Care must be exercised to Insure placement and compaction of the embedment material in the haunches. For larger diameter pipes (> 301, embedment materials should be worked under the haunches by hand. Haunching materials may be Class I, 11 or ID and must be placed and compacted In 8 inch maximum lifts, compacted to 90 percent standard proctor density. 5.4. Initial Backlill Initial backfill materials are required to - h - - a minimum of sA of the pipe diameter �; , for proper structural performance of the I' pipe. The AASHTO and ASTM speclfl- ; „ > _ - cations extend the initial backfiil from the springlme to 6 inches to 12 Inches above the pipe to provide protection for the pipe from construction operations r . - during placement of the final backflll and protect the pipe from stones or cobbles in the final backfill. For proper structural performance of ti.le pipe, the • initial backfill need only extend to sA of the pipe diameter. Class I, 11, 111 or low -- - plastiClty Class IV materials may be used as initial backfill. However. Class 1 materials must be used in wet trenches if Class I bedding and = - haunching materials are used. Class l! materlals must be compacted in 6 inch lifts to 9D percent standard proctor density. Class 111 materials must be compacted in 6 inch lifts to 90 percent standard proctor density. See note. Class JVa low plasticity materials (CL -ML) are not recommended since they must be compacted in thin lifts while at or near optimum moisture content to provide proper p'pe support. These materials may only be used under the direction of the engineer. Class IVb high plasticity clays and silts and all Class V materiall3 are not recommended for initial backfill. 7 09/22/2000 09:14 4253925734 JEFF BECK - ADS FAGS 10 Note: Flooding or jetting as a procedure for compaction should only be used with the Engineer's approval 1 never with initial backlit{ material such as aggregate base or Class III materials. Controlled Low Strength Materials (CLSM) or fiowabie fills are acceptable backlit( materials. Several considerations should be accounted for when using CLSM baddill. Provisions to prevent floatation of the pipe during placement of the CLSM must be used. This can include anchoring the pipe by placing flowable fill at each joint and allowing the fill to partially cure prior to placing the flowable fill along the entire length of the pipe. Also, mechanical anchors such as bent rebar driven into competent soil or precast weights, may be used at each joint to prevent floatation. When :using CLSM, the fill should always be placed to completely encase the pipe.. 5.5. Final Bacldiill The final backll should be the same material as the proposed embankment Generally, the excavated material may be used as final backfiil. Placement should be as specified for the embankment. In lieu of a specification, the final backlill should be placed In 12 inch maximum lift: and compacted to a minimum 85 percent standard proctor density to prevent excessive settlement at the surface. Compaction should be performed at optimum moisture content. 6. VEHICULAR AND CONSTRUCTION LOADS ADS N -12 and N -12HC pipes are designed to carry H -25 live Toads (40 000 lbs. Axle -- legal load) with 12 inches of cover. This assumes a well compacted embedment and includes the subbase material for installations °ender pavement. For 60° N - 12HC the minimum cover for H -25 loads 8'. - (. During construction, avoid heavy equipment loads (> 40,000 lbs. per acie) over the pipe. An additional 12 inches of temporary cover should be placed over the pipe for heavy construction load crossings. Hydrohamrners or hoe - pak compactors may not be used over the pipe until at least 48 Inches of cover have been provided. 7. MANHOLE CONNECTIONS Consideration should be given to the project performance specified wt en selecting manhole connections. When connecting to concrete manholes or inlets grouting the pipe to the manhole or inlet using non - shrink grout provides a soil tight Installation. A gasket placed in a pipe corrugation at the approxir.rate center t` = � of the manhole or inlet wall will act as a water -stop. This water -stop should provide a silt tight installation. Watertight installations may require flexible rubber • connections such as rubber boots, 'A- Loks," etc. ADS N- 12/SDR- 35 adapters or the smooth exterior ADS manhole adapter pipe should be used with fI }xible rubber connections. insert the ADS N- 12/SDR -35 or ADS manhole adapter into the flexible connector using a lubricant as recommended by the manufacturer of the flexible connector. The flexible connector should be sized to the OD of SDR-35 PVC pipe. When connecting to manholes, insure backfill is Raced under er pipe adjacent to the manhole to prevent differential settlement. 8 09/22/2000 09:14 4253925734 JEFF 1£CK - ADS PAGE 11 • 8. TAP CONNECTIONS 1 Tap connections may be accomplished using a fabricated reducinc fittings, saddle tees or lnserta- Tee ". Fabricated reducing fittings are Installed using normal instelletiion procedures for the joints specified. Saddle tees are split couplers with an N -12 stub welded onto the o3nter of the coupler. A half circle approximately 1° larger than the nominal stub diameter should be I:ut Into each pipe end of the main line. The pipes should be aligned with the saddle tee wrapped around the pipe and secured with nylon ties. "Inserta -Tee" connections may be made at location along the length of the pipe. Installation of an °Inserta -Tee' should follow the manufacturer's recommendations. In general, the installation Involves marking the location of the tap. A hole is cored using a core drill sized for the "Inserta -Tee." A neoprene boot and PVC stub are inserted in the hole and a gasketed ADS N-12 pipe is inserted. 9. FITTINGS ADS offers a full complement of fittings. ADS standard fittings Include tees, bends, wyes, reducers and end caps. Additionally, a full line of manifolds fittings and components are available for underground storm water management systems. All fittings are available with joints which are compatible with the pipe used on the project to provide a complete system. For a complete list of ADS standard fittings, contact your ADS representative for a fittings manual. Special fittings not Included In ADS's fittings manual may be made by special order and an ADS representative should be contacted for details. 10. FIELD CONNECTIONS Feld connections may be necessary to complete pipe runs for short pipe lengths or for repairs to pipe damaged during construction. Field - oonnections and repairs should be performed with couplers compatible to the overall system. The following methods are applicable to both yield connections and repairs. 101. son Tight Systeme ,cam fir If the damage is a hole or crack in the corrugation wail only and is less = than one - quarter of the pipe diameter in area and the pipe is not L.nder pavement, clean the pipe and center a split coupler over the damatged area and secure snugly with nylon ties. If the damage exceeds the above criteria or if the pipe Is under pavement, cart out the damaged pipe, cut a replacement piece to it, lay a spirt coupler under each exposed end, place the new pipe section in the trench and secure the coupling with nylon ties. 10.2. Watertight Systems For watertight systems, any damaged pipe should be removed arid repaired using an ADS watertight field coupler. The pipe should be cut beyond the damaged area and removed. A new section of pipe, cut to fit should be inserted with a watertight field coupler placed beneath : each cut end of the pipe. The ends of the pipe should be dean and free of debris. The protective film over the field coupler may then be peeled back while adhering the coupler to the pipe. Once the coupler Is in place, the tie -down bands may be 9 09/22/2000 09:14 4253925734 JEFF BECK - ADS PAGE 12 ratcheted tight to provide a watertight seal. The protective film on the cverlap seal can then be removed complete the installation. (� NOTE: The above are guidelines. The final repair decision should be r 'Mewed and determined by the project engineer. 11. CURVILINEAR INSTALLATIONS ADS N -12 pipe can be laid on a curved alignment as a series of tangent (straight sections) deflected horizontally at each joint. However, the amount of deflection is dependent on the type of joint selected. Typically,. ADS Pro -Link Ultra (in -line bell) pipe joints can only accommodate small deftection'angies (< 1°) and maintain the silt -tight joint performance for which they are designed. Split couplers will also permit small deflection angles (approximately 1 to 3 The ADS Pro- Link WI oan accommodate larger deflection angle (approximately 3° to 5 however, water - tightness may be affected at larger deflector, angles. The following table may be used as a guide In determining the radius of ADS Pro-Link ST and WT Joints and the designer should contact an ADS •representative before using any ADS pipe for curvilint.ar *installations to insure proper joint selection and performance. Radius (It) per pipe length ( Diameter Max. A joint 5 I iD 20 • 5 degree 57 114 228 (. ' 4• -so° S degree 98 191 383 12. .POST—CONSTRUCTION Generally, no post construction is necessary for ADS pipe installation . however it is good practice to perform a visual inspection to insure proper line and grade have beer achieved. it is important to understand that under normal conditions, any deflection will be realized within the first thirty (30) days after installation and generally within 2 -3 days most deflection (appro ::dmately 90 -95 %) will be realized. This affords the inspector the opportunity to inspect the pipe shortly after Installation with the ability to note deficiencies before the project Is complete. The inspection shot Id be performed after the pipe has been laid and baclfilled, but may be before final paving has been pla;ed. The following outlines various inspection methods commonly specified for flexible pipes (plastic and metal). 12.1. Visual inspection A visual Inspection will usually reveal improper line and grade as wet as excessive deflection. For most projects, which specify a soil tight or silt tight joint performance, a vis sal inspection is sufficient to insure a successful installation. Caution is advised when inspecting pipe or altering manhole or inlet structures to insure compliance with all OSHA regulations. , r 10 09/22/2000 09:14 4253925734 JEFF BECK - ADS PAGE 13 12.2. Mf/ltration/Exfltration For systems designed for watertight applications without specifying any ASTM specification for testing, an infittration/exfiltration lest is a simple and easy method of insuring proper joint performance. For an infikrationlexfiltration test, a run of piping is tested by filling the syst:m with water from structure to structure (manhole or inlets) and measuring the water level immediately after filling and at a later period of time (generally 24 hours). The drop in water level can then be corr.Ferted to gallonsfinch diameter /mile/ day and compared to the permissible level established for the project. In the absence of a specified level, 50 gal./in. dia. /mi./day may be considered watertight. 12.3. Air Testing After the pipe has been laid and backfilled, each section of pipeline between manholes may be tested by a low pressure air test. Individual joints may also be tested with apsropriate equipment. This test is usually for systems where performance standards require wetertigt Joints. ASTM F -1417 may be used for air testing these systems and should be completed from structure to structure or for Individual Joints. Fabricated structures and fittings should not be tested to avoid damaging these components. ASTM F -1417 specifies a 3.5 psi alr pressure be held for a specifie.i length of time based on the pipe diameter with a maximum 0.5 psi pressure drop. Although the diameters listed in ASTM F -1417 only include up to 36 °, linear Interpolation for larger diameters is generaly acceptable. 13. SPECIFICATIONS The following is a Het of common material, design and performance specifications for ADS N -12 and N- % 12HC pipe. This list is not all Inclusive, but does include the most common applicable specifications. AASHTO M - 252 Standard Specification for Corrugated Polyethylene Drainage Tubing AASHTO M -294 Standard Specification for Corrugated Polh,rethylene Pipe, 305 to 1200 mm Diameter AASHTO MP 7 -97 Standard Specification for Corrugated Polvethylene Pipe, 1350 and 1500 mm Diameter AASHTO Section 18 Soil - Thermoplastic Pipe Interaction Systems AASHTO Section 12 LRFD Specifications — Buried Structures end Tunnel Liners AASHTO Section 30 Thermoplastic Pipe ASTM F 405 Standard Specification for Corrugated Polyethylene (PE) Tubing and Fittings ASTM F 667 Standard Specification for Large diameter corrugated Polyethylene Tubing and Fittings ASTM D 2321 Standard Practice for Underground Installation of Thermoplastic Pipe for Sewers and Other Gravity -Flow Applications ASTM F 477 Standard Specification for Elastomeric Seals (Gaskets) for Joining Plastic Pipe ASTM F 1417 Standard Test Method for Installation ACC:3ptance of Plastic Gravity Sewer Lines Using Low- Pressure Air A 11 09/22/2000 09:14 4253925734 JEFF BECK - ADS PAGE 14 14. APPENDIX The following related documents should be consulted for additional information regarding the use of ADS - `N - 12 and N 121 - IC. These documents•may be obtained from your ADS representative. ADS TECHNICAL NOTES Technical Note 2.107 — Pipe Floatation Technical Note 2.108 — Chemical Resistivity Technical Note 2.109 — Flow Capacity Technical Note 2.115 — Comparative Pipe Stiffness Technical Note 2.115 — Abrasion Resistance Technical Note 2.120 — Storm Water Detention/Retention System Dei ign Technical Note 2.130 — Structural Performance of Corrugated PE Pipr using the Burns & Richard Solution • Technical Note 4.103 — Plastic Pipe Design PRODUCT NOTES Product Note 3.106 — Standard Pipe Perforations, N -12 Product Note 1107 — N - 12 Specification and Product Information • 12 09/22/2000 09: 14 4253925734 JEFF BECK — ADS PAGE 01 rwoe ...r.•ow�wr ..n , re..e..•.. , •� THE MOST AOVANCEO NAME IN DRAINAGE SYSTEMS 09/21/00 THU 11:40 FAX 503 670 9147 CARLSON TESTING _ _ _ _ 2 ) 01 C arlson Geotechnical Main Office Salem Office Send Office P.O. Box 23814 4060 Hudson AVe., NE P.O. Box 7918 A Division of Carlson Testing, Ino, Tigard, Oregon 97281 Salem, OR 97301 Bead, OR 97708 Oeoteohnicai Consulting Phone (503) 884-3460 Phone (603) 689.1252 Phone (541) 330 -9155 Construction Inspection and Related Tests FAX (503) 670 -9147 FAX (55O3) 589 -1309 FAX (541) 330-9163 PROJECT FAXMEMORANDUM TO: Vince Loftus Timothy W. Blackwood, P.E. J.U.B Engineers Winston Sandino. 2810 West Clearwater Ave., Suite 201 Kennewick, WA 9933E p PRO �y GINF DATE; September 21, 2000 52838 PAGES: 1 OREGON RE: a h N t2 Lowe's H.I.W. HIW '}- Settlement of Site Utilities Bt■ CC: Lowes N.I.W. — Bill Crocker � P1RES 12-/ 3 I f 1 This memorandum Is written at the request of Vince Loftus regarding the anticipated settlement of manholes and sanitary and sewer lines at the above project. In our original geotechnical report we provided geotechnical engineering services in which we estimated total and differential settlements for footings of up to one inch and W' respectively. Since manholes and utility lines will carry lighter loads, and will be located In the same soils that support the structures, we anticipate that settlement of these elements will be Tess than those estimated for the building footings. Document lb: Lowe's H.I.W.1fieldmemo9- 21- 00.doc SEF. 21 00 (T U) 11:19 JU3 ENGINEERS KENNEWICK :509736790 PACE. 2/2 09/21/00 1115 11:41 FAX 603 870 6147 CARLSON TESTING gn 001 l Carlson Geotec .cal s O '' ffrGe P.O. Bo ot 23814 400p Hudson Ave , NE P.O. Box 7918 A Division of Pinson Taleng, iii . Tigard, Oregon 97281 befem. OR 97301 Band, OR 97709 lleetaotndoat Consulting 1 Pie 128 x(441 3. 8 1)30.91 Construction In paatktn and Floated lbsts � �0) g (mil PROJECT FAXMEMORANDUM TO Vince Loftus Ti thy W. Blackwood, P.E. J.U.B Engineers Sandino, 2810 West Clearwater Ave., Suite 201 Kennewick, WA 99336 _aeg PROS. / DATE: September 21, 2000 , t PAGES! 1 vi OKE9QN, fi -12't RE: Lowe's H.I.W. ''�'YY W 8 • Settlement of Site Utilities CC: Lowes H.I.W. — Bill Crocker NIMMUMMIM 14 RE8 _._ This memorandum Is written at the request of Vince Loftus regards ! the anticipated settlement of manholes and sanitary and sewer lines at the above project. In our original geotechnlaal report we provided geateohnioal engineering seNices in which we estimated t I and differential settlements for footings of up to one inch and W respectively. Since manholes and ¶ItY lines will carry lighter loads, and will be located in the same soils that support the structures. we a clpate that settlement Of these elements will be Mss then those estimated for the building footings. Document ID: Lowe's H.I.W.Vialdmerno9- 21-00.dO0 • I I Il . Pipeline TV & Video Inspection Report TAD CONSTRUCTION INC. Date 9 d. / -6.0 P.O. Box 20850 Pg / of Keizer, OR 97307-0850 OFFICE: (503) 371-4859 Tape # FAX: (503) 371-4861 Video Ref # el , r g o e , :6 TOLL FREE: (800) 821 -6596 Re-TV ? Project: 1. nave_ A ifrrr7A 2,r, Location: ri' ,....i / e g Client: eeryt. +'•ter4ej Dtr``. Operator: Inspector: Crary. l .es rs, vll k Agency: C „f v , e T "i i s Sanitary _ Storm X Pipe Size / ” Type 4i)S ' Begin Point Number Direction of Flow End Point Number / , P i 4.C, Total Length: 0 25711 UFL Dotage ery - tan ng ater omments L R Top Begin End ,,� 4. 0- . / / ,41 A N _ % -I 2 „ s — X 1 h1 , t e t . dule.-- /3r l y'( - i .A f�.� X / I1..- 3A. 8 X 3/ , ” ,,�,� 31 r 9' i it 7L Lviy 9.2 / '' I- i�t, �/Q j G 1IA. I W &IP ti r 1 71.6 A il P L 'S .— f 6-ne rve. 1?-1 . * )( Lzisd,f Grl-4144rs- g 4 • b P ra,r_Kf lba.b P" itlikie J40 A* to W x C 1,041." ,adc i- PI. 8 x 1" 1.4..."-4.4 /l.1, 3 X Eitel /,r1 /2:1, S X 1" /.tJ' ,,o' /3s, 7 x Li 10.r /N ,,e Cea.,D( ems rai"..e5 1,44> re o / lP riKy 171, e1 d 4 Aoec ` ein* 3®,3 - c& F me es .75'1, y X , ,S. c . . — e01. 14 nae ts .754 X S. L .L, .3S8 / n 1,-A44 / Video tape was delivered to: Date • Pipeline TV & Video Inspection Report TAD CONSTRUCTION INC. Date 9-2/---e.49 P.O. Box 20850 Pg 0 2 of Keizer, OR 97307 -0850 OFFICE: (503) 371-4859 Tape # FAX: (503) 371 -4861 Video Ref # p; /0 " ©S' TOLL FREE: (800) 821-6596 Re-TV ? Project: Lowed ' »ice .J Location: T • Client: e y[i„„, l Dip 7` Operator: In ector: 6L,,,,/, L.crrl,?elhs . Agency: [ 9i Gs �f ri 420.3./ J A Sanitary Storm . y Pipe Size /j'' Type ,,Ds Begin Point Number Direction of Flow End Point Number 4 1H, P ! l Total Length: UFL Footage - Service Lateral Standing Water Comments •r L R Top Begin End / i' /cc1, , 6 x /'' dcr t '7. D ya" i crAl y. X Yy'' ti 23. X >5" G..,to ttr 'I. X Yy'' c c 7. / X Yp '' Grp' - . ?0. I X 1 /y LI # I i' 3s.02_ x mss. n .. Yli. ; y ,r, y V. _ / a t.. - S3 .7 X y " /claw 5"8. N le i5 y 14/4 3 i e - 6 .2 . 1 J " G, e‘.241-,er- 4-c; A 3`8h - �..,".0 r— ,® . pt x %y " Fie-ea 7r, I X 3 4 " i ., Pe • 8 l j' act .- Vy- ,Z jS " Al _r P7• t SA,"-- iy" de.449( 1,-- 9u. 2, /" ii/.r .r /o/. / 1" ,i- ii..,' r i 3 /' / - 7 " Gt/La) /4 ' 8 1 '' l rJ r� /rs, Y //' bar -� /38...t x " -9 ri /yl. 8 - - / 11 zejde Video tape was delivered to: Date edY1 2 r ,g9e 3 • Pipeline TV & Video Inspection Report TAD CONSTRUCTION INC. Date V.- 2 /--do P.O. Box 20850 Pg 3 of Belzer, OR 97307-0850 OFFICE: (503) 371-4859 Tape # / FAX: (503) 371-4861 Video Ref # p; . ►46 TOLL FREE: (800) 821-6596 Re-TV ? Project: Le6 /.1 i'gom,to rip, Location: 7 � ?� .rs. -_,/ Client: 4 Apii-J Operator: ,K., Inspector: te ®L f rIL Agency: �, Tii4o Sanitary Storm Pipe Size /,S ii Type r stos Begin Point Number Direction of Flow End Point Number Aeths, f —/ A(# ) 2 Total Length: 8: y UFL earolindori l dd'.2 Footage Service Lateral Standing Water n Comments L R : Top Begin End 4 le/Dre PI y . p Y,!' 61,41e ---,— /4 7 ,X 1 ,, _ ,�.. "-e :.: /44. 9 ; />>_/ „ (a /de af Y h'i A'/x / 73.5' X ,W' eye.. 17%a x /l 'i it/0444-,— 1,7,3" X 14 flews i:2 is a2 X of aas; 9 X !t " E/ aaff, _444' .ue PZ Video tape was delivered to: Date • Pipeline TV & Video Inspection Report TAD CONSTRUCTION INC. Date c -,7 /-rev P.O. Box 20850 Pg / of Keizer, OR 97307-0850 OFFICE: (503) 371-4859 Tape # / FAX: (503) 371-4861 Video Ref # 013/ " ,pY TOLL FREE: (800) 821 -6596 Re-TV T Project: L6 iue/4. #4 Mme Location: Client: //7..F 0A-7 Operator: 1 Spector. ,. / /.� Agency: s4k aterigatr i Sanitary Storm Pipe Size p y " Type 4DS Begin Point Number Direction of Flow End Point Number /AA is Total Length: 3". 1 L/FL Footage Service Lateral Standing Water , Comments L R Top Begin End yy ClotO '' " &pa f' d/ '<a.-- 37 , /111.,1: !� Video tape was delivered to: Date Pipeline TV & Video Inspection Report • T AD CONSTRUCTION INC. Date 9 ! _�,, P.O. Bo: 20850 Pg of Keizer, OR 97307 -0850 OFFICE: (503) 371 -4859 Tape # j FAX: (503) 371 -4861 Video Ref # ®!' a %s6 TOLL FREE: (800) 821 -6596 Re-TV 1 Project: 1_0 .i. 0.,... ■ -2sve. Location: 74,00,,E d A eDP Client: e z6 ►ir, Dirt Operator: . IngDector: k Agency: e i 4 eve 7:0" Sanitary Storm x Pipe Size .2V Type 447 Begin Point Number Direction of Flow End Point Number 4L1 ,s AU! / y Total Length: /- L/Ft. Footage Service Lateral Standing Neter Comments L R Top Begin End "O►0 ), t� .1i//. ,J /Dr o f X 7•i h C-.-- /II , 7 A Fig/ £-r e.4 4-4 - 3 ', `7 X kir 1 -7)1'" es- 34, o X A l , ,o.,� -re. / X �.,..,i /4 r, ,-.r 8 �/ , O X A.4/ v.sal /IW 3 X E- ../ le V -p /375 , one ~at API/./ x n 14..7.-/ Y "' £ 40 /As, f /Y...r> 404/ . /9 Video tape was delivered to: Date . Pipeline TV & Video Inspection Report TAD CONSTRUCTION INC. Date 9 -,7i _.op P.O. Box 2085o Pg 6 of Keizer, OR 97307-0850 OFFICE: (503) 371-4859 Tape # / FAX: (503) 371-4861 Video Ref # D . 7 #. TOLL FREE: (800) 821-6596 Re-TV ? Project: Lo /well s s'i~e. _". Location: 7 As ,,,-,/, _ L�On __ Client: 4 d te- 7 Operator. b,., I6spector: r ,,,,.,, ig # Agency: _4:44 TiGe3rett/ Sanitary Storm y Pipe Size j8" Type .,405- Begin Point Number Direction of Flow End Point Number At V, :0 ' ♦— Ai.*, /G Total Length: moor. y UFt. Footage Service Lateral Standing Hater Comments L R Top Begin End .0 /V1r . . ��� 36 . e X i1r ' a 0�'t ,Sze. 7 X F .> -_,. .s'„2,$' )< S rr -Z A.-4.1 X 3A., j., f 3 2 ► X acs2 t.[ /4 F3 .b Zes u re. c- s '4�'!.7 X 34 -..e.2 -1--- (03 . A' ) - sssl z4. -r , 1I4: ,X S, 1. r'_ e i€ J. /Frr /, a. I x 34.4. yt. = 4 4. _ /30. fx X %li y' . Le. r_,.-- /;3y. o y :....,4[r /60.8' , x /''- g'''ean. 44.- 1' 7 i X t - r z . / i i 1 .o ' 17S:1' _ Y x-4,.40/ �,.i /77., , X S. z ,l _ /l3 , q x Yom. "lt/.r,�.- rI i lip /-/ i' trvic1s'r .am. 7 , i6• _ y/ .703-5 • Pi" � •y " if..,At.- ass: % k. gcrd .e.4 A.s4., a®$, y ,vim. _,. .4-tAe. iA Video tape was delivered to: Date • Pipeline TV & Video Inspection Report TAD CONSTRUCTION INC. Date 9 -0,2 /_ei, P.O. Box 20850 Pg 7 of Keizer, OR 97307 -0850 OFFICE: (503) 371-4859 Tape # / FAX: (503) 371 -4861 Video Ref # d ; ;34 TOLL FREE: (800) 821-6596 Re-TV ? Project: 1 pu ed.; Location: 7 n,,�e �P Client: Operator: fir, Inspgctor: � � iroo Agency: , dz T) Sanitary Storm ,r Pipe Size /8'/' Type ,si Begin Point Number Direction of Flow End Point Number Total Length: ...Ty.? UFL Footage Service La eral Standing Neter Comments L R Top Begin End ewe) ,* 41i41 .2e 3 lam. x ,S' /it/.Aft, 0 3 X *Ar $ D , 6 X t ham,/ iGiA4P - Video tape was delivered to: Date Pipeline TV & Video Inspection Report TAD CONSTRUCTION INC. Date 9- „„7/ -4e P.O. Box 20850 Pg of Keizer, OR 97307 -0850 OFFICE: (503) 371-4859 Tape # / FAX: (503) 371-4861 Video Ref # 4.1 3 $':"3,2 TOLL FREE: (800) 821 -6596 Re-TV ? Project: Leave //S i5 _z32," Location: ,77 Client: t ee." ) 7t,'„ -/ Of. Operator: it'i U spector: G„ ,,,d Agency: 6:61 ,,,,! T /.amp/ Sanitary Storm y. Pipe Size /1" Type ,9 Qy' Begin Point Number Direction of Flow End Point Number ,K,d , .2.2- �— ® Ate. 02/ Total Length: A el", 9 UFt. Footage Service Lateral - Standing Water Comments L R Top Begin - End 3y,? .X I ! / Grp r 37. r • 'g- "- a ," 74....- die , 7 X g Li., A 2 .s' X Z■_■441.r- 77.. I X .S. L. C . IL?.9 X iS'' tt.".r - /77, 3 ./y ., f■.'.,'.e..- s23 ,3 X --- s2,r,/ r-s- /37. 4 X Sie — / " /y . q ' Fh� !tJ 166 .6r x '3i8 ' a er .s -- J4', s X sr.. ..- /7 y. 5 . %t h s..-- e rr /74 1" —.i'' =1 da ;�.7 1777. f X 3 ,1,-/ ./... 7r fry. s- 1 .' , . J 4 / 98, 9 X &e/40/ GcM>4.i e p.06 , , S A1„2 41# a t • Video tape was delivered to: Date Pipeline TV & Video Inspection Report TAD CONSTRUCTION INC. Date 9.-,z / -06 P.O. Bo: 20850 Pg j_ Of Keizer, OR 97307 -0850 OFFICE: (503) 371-0859 Tape # / FAX: (503) 371.4861 Video Ref # d ; vs - .. 0 ' TOLL FREE: (800) 821-6596 Re-TV ? 1 1 Project: L p j // 4 /SI,a,,,, - .rip. . 7� Location: 7 � ,a,..,,,/ / ,)f Client: A n .„ �i ./ �- e Operator. Kc>n Inspector: e �,,, , gi0 /G Agency: i , r_fi Sanitary Storm y Pipe Size ,s° Type A1+ Begin Point Number Direction of Flow End Point Number Al 1 wi Ai it .tj Total Length: L/F. Footage - Service Lateral - Standing Water - Comments L R - Top Begin End DDD. D /li 410Se .2.4 /L. 7 X 3f► " et..ye...._ 4t9, 6— X Essez t.�..c"4i 8e/ x 3t /.ZT. A X 44 ,,- .9 � ... /a/.. ¢ X & ez.. r /71. / X Yy 1 - J 'r' .o%e--- any. q wew W. a? Video tape was delivered to: Date Pipeline TV & Video Inspection Report TAD CONSTRUCTION INC. Date f—,2)-400 P.O. Bo: 20850 Pg A* of Keizer, OR 97307 -0850 OFFICE: (503) 371-4859 Tape # / FAX: (503) 3714861 Video Ref # g- j ! j TOLL FREE: (800) 821-6596 Re-TV ? I 1 Project: 1-6 we 1 .s /Sie ._ Z'rrl � . Location: 7"4 � v " MMt Client: 40,2)4,1,0,21,„" „Du, Operator: L!__ Irfspector: G,, �� / Agency: ��o ,�[�, zi Sanitary Storm X Pipe Size Ao Type _ t 349 /7y Begin Point Number Direction of Flow End Point Number AV, e !� Total Length: Y3 _ /„ UFt Footage - Service Lateral Standing Water Comments L R - Top Begin End mss! a y . �i X /y' /^ 3 A , " seA.o r _ 1P . /l.444 71. D /'aup1y ,2 leoG #' /'I '76 'L l/3 5.,,,A# f i.geop4 �# Ake- Video tape was delivered to: Date Pipeline TV & Video Inspection Report TAD CONSTRUCTION INC. Date 1 — _e P.O. Box 20850 Pg ., of Keizer, OR 97307-0850 OFFICE: (503) 371-4859 Tape # / FAX: (503) 371 -4861 Video Ref # ` A. , S3. 0 /4 TOLL FREE: (800) 821 -6596 Re-TV 1 Project: Lowe s .14r,,,- 1 . Location: 7", ` ,e,,,,,/ dap Client: e0-0 ,,nL0n,./ .1) j )._ 7 Operator: 7Q In da pector: t r L Q ,,, ,.1/4 Agency: _ >jr. Sanitary Storm x Pipe Size 8 Type � Begin Point Number Direction of Flow End Point Number 4,4 J v AV,. .2s" Total Length: V Ez r UFt Footage Service Lateral Standing Water Comments L R Top Begin End w' L -r 0 /, • e7 , y .x UP — A' -' i ,,,le Eitze./ t...e..".1.4401,,..- /4 .0 I Get. Io r,eeles ,17,3 X k il i 4 4 — 41y, 11 °0, k, 71 s- i/ilif1 404V . J s Video tape was delivered to: Date Pipeline TV & Video Inspection Report • • TAD CONSTRUCTION INC. Date 9.- ,2J —co P.O. Box 20850 Pg la of Keizer, OR 97307 -0850 OFFICE: (503) 371-4859 Tape # FAX: (503) 371-4861 Video Ref # p; "41, TOLL FREE: (800) 821-6596 Re-TV ? Project: Lowe s 1407er -rih • Location: 74w,r„/ OAP Client: 4e9.1 ,;4„rn y,,/ . . - Operator: R 1 pector: �. L,ti„4.1.„,7101/4 Agency: LI_T ,,c 7 n,�, / Sanitary Storm X / Pipe Size !D Type /4 "ay Begin Point Number Direction of Flow End Point Number Ai,H 0 23 - A& o Total Length: 87.6 UFt Footage Service Lateral Standing Water Comments L R Top Begin End 006. D Alcor - 9 5` 117_ i✓,i 6 Y. aA Video tape was delivered to: Date Pipeline TV & Video Inspection Report TAD CONSTRUCTION INC. Date 9.-,2/ -00 P.O. Box 20850 Pg /3 of Keizer, OR 97307 -0850 OFFICE: (503) 371 -4859 Tape # / FAX: (503) 371d861 Video Ref # or 4-7.,0, TOLL FREE: (800) 821-6596 Re-TV ? 1 Project: Le46lto S 1 Z Location: 7 py1 Client: eei, / ,I9 Operator: R' Inspector: G.� y 402_, J' Agency: @; Sanitary Storm y Pipe Size AO '' Type /'l4 Begin Point Number Direction of Flow End Point Number ,Z 7 `�i �► S /07-,,i i/otea/ Total Length: P a UFL Footage Service La-eral Standing lister Comments L R Top Begin End ODGt-• 4/,t14) .44 .77 77.e> final t + /vip• J J4st_JA)A fem.) -"0 -0 -ki • Video tape was delivered to: Date Pipeline TV & Video Inspection Report TAD CONSTRUCTION INC. Date 9-) a,,p P.O. Box 20850 Pg / i of Keizer, OR 97307 -0850 OFFICE: (503) 371-4859 Tape # FAX: (503) 371-4861 Video Ref # a; g-g !/d TOLL FREE: (800) 821 -6596 Re-TV 1 I l Project: L,�►.�� s Location: 7 D�? Client: Operator: Inspector � �. � ,1 /� Agency: p,;/ t z T o / Sanitary Storm i f Pipe Size Ow> Type /0t 3 o/ ? Begin Point Number Direction of Flow End Point Number Syr, p 8 7 Total Length: yr % UFt. Footage Service L :eral Standing Water Comments L R Top Begin End Coo, p A/tir A1, ', .Zzs yr- y ea "7 Video tape was delivered to: Date