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12014625
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Last modified
3/25/2024 10:53:48 AM
Creation date
1/18/2024 2:22:39 PM
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Permits
Permit Address
6747 TESSA LN NE
Permit City
Silverton
Permit Number
555-21-000780-PRMT
Parcel Number
061E29B 02201
Permit Type
Septic
Permit Doc Type
Permit Document
Status
Ready to Film
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infiltrator IM-Series Tank MARCH 2015 _ <br /> INFILTRATOR' <br /> 3uoyancy Control Guidance <br /> Y tanks <br /> Before you Begin Concrete Deadmen Anchors <br /> This document presents recommended buoyancy control methods for Recommended concrete deadmen anchors include filled plastic half pipe, <br /> Infiltrator Systems Inc.'s(Infiltrator's)IM-Series tanks.Tank buoyancy precast parking bumpers and traffic barriers,and poured blocks.The <br /> control methods must be implemented according to state and/or local weight of the deadmen anchors combined with the weight of soil above <br /> regulations,which may supersede the guidelines in this document sides <br /> them provides buoyancy control when properly secured.Deadmen anchors <br /> If unsure of the requirements for a particular site,contact the local are placed at the bottom of the tank excavation on opposite sides of the <br /> tank.The deadmen anchors are fastened to each other with tie-down <br /> health department or permitting authority. straps placed up and over the tank at the locations specified for each tank <br /> model(see Figure 5. <br /> This document provides procedures to determine if tank buoyancy control _ -- <br /> is required based on site conditions.Please obtain the following information 15 in p _ <br /> to determine if control is necessary and what methods are applicable: mm] Concrete-filled plastic half pip <br /> • Infiltrator tank model w Use Schedule 40 PVC st pi having <br /> minimum inside diamete of 15 i ch 375 m <br /> • Maximum height of water outside the tank and above the tank botto ",l or HDPE corrugated pipe having a minimum <br /> elevation inside diameter of 18 inches(450 mm)cut in ha <br /> / <br /> • Depth of soil cover over the tank top J lengthwise.Fill with concrete having a minimu <br /> Once tank buoyancy control measures are determined to be requi nd �� c 1/ unit weight of 145 Ibs/ft'(2.32 metric tons/m� <br /> n i reinforced with three equally spaced 40-gra <br /> a method has been selected and implemented,refer to Infiltrator IM s \l � 1/2-inch(13 mm)diameter steel bars. • 61 <br /> Tank Installation.Instructions and Riser Connection Guidance docume ��.- lbs/ft(91 kg/m)mini <br /> as applicable,for completing the installation. <br /> Stee e <br /> How to Use this Document <br /> Concrete parking bumper 6 in <br /> 1. Become familiar with the descriptions in the Compatible Devices and Use commercially available steel-reinforced [150 mm] J^ '1 <br /> Products section. parking bumpers with typical dimensions of I <br /> 2.Verify that the water level outside the tank is below the outlet pipe 12 inches wide by 6 inches high(300 mm x 150 I ! 12 in <br /> saddle height using Step 1,Tables 1 and 2,and Figure 1. mm).Weight is 58 lbs/foot(86 kg/m)minimum. [300 mm] <br /> 3. Determine if buoyancy control is required using Step 1,Table 2. <br /> If buoyancy control is required,proceed to Step 2. I Concrete traffic barrier <br /> Use the respective table for the tank model from Step 2,Table 2 to Use commercially available steel-reinforced <br /> determine the appropriate buoyancy control methods for the site concrete traffic barrier or equivalent.Typical <br /> conditions. I l..,!p dimensions include a 24-inch-wide base <br /> 5.Once a preferred buoyancy control method is selected,follow the I.o tapering to a 6-inch-wide top,with a height <br /> 32 in of approximately <br /> procedures for Implementation provided in Step 3. [800 mm] j 32 inches(600 mm x 150 mm x 800 mm).Weight <br /> \ is 390 lbs/foot(580 kg/m)minimum. <br /> Parts and Supplies ,, . , Poured Blocks <br /> The parts and supplies necessary are to be purchased separately from the tank.All parts and supplies are either commercially available or available o <br /> i - ' ' \ \\ Concrete precasters can pour blocks of <br /> • l various dimensions and weights.Blocks are <br /> through Infiltrator's network of tank distributors.Some parts may require often an affordable option if they satisfy the <br /> fabrication on site using common construction practices. 24 in __„] weight requirements for use as buoyancy <br /> [600 mm] control(see Table 2 and the Supplemental <br /> Compatible Devices and Products Force section of Step 2 for more information). <br /> Infiltrator tanks are compatible with the following products for buoyancy • <br /> control: Helical Anchors <br /> • Tie-down straps:high-tensile-strength webbing,10,000 lb(4,500 kg) Chancel'"No Wrench Screw Anchors with <br /> minimum capacity,nylon or polyester,with corrosion-resistant hardware. a 6-inch(150 mm)diameter flight,Class 7, <br /> or equal.These anchors rely on the shear <br /> • Concrete deadmen anchors:concrete-filled plastic half pipe,precast strength of the soil combined with the weight i <br /> parking bumper,precast traffic barrier,or poured block. of the soil above the anchor flight to provide . :� <br /> rm holding strength.Proper installation is to <br /> • Helical anchors:Chance No-Wrench Screw Anchors with minimum 4 feet(1.2 m)below the bottom of the tank ' <br /> 6-inch(150 mm)diameter,Class 7 or equal. excavation and to within 5"of alignment .\\ <br /> with the webbing load.Determine the <br /> Tie-Down Straps proper locations for anchor installation to <br /> ��, ensure that tie-down straps will be aligned <br /> Straps are commercially available in varying �*R-'.4= properly for each tank model(see Step t1, <br /> lengths and with assorted hardware and 3:Implementation),and follow anchor 6 <br /> tightening options.Nylon or polyester manufacturer installation instructions. <br /> strapping with minimum 10,000 lb(4,500 kg)capacity is required for <br /> buoyancy control use with Infiltrator tanks.Place straps up and over the 1.1 .1 <br /> tank tank at specified locations only(see Figure 5).Tighten straps snugly with I \',. <br /> o ratchet or turnbuckle system to remove all slack and slightly pre-load Typical working torque: <br /> e system.All connections,fittings,and hardware must be corrosion "Rod 400 ft.Ibs..(1, N•m) ! <br /> esistant or coated with epoxy or other corrosion-resistant materials to 1'1 Rod 1,000 ft.lbs (1356 N.m) <br /> inhibit deterioration in the subsurface environment.Consider encapsulating w"Rod 2 30o ft.Ibs (3,118 N m) <br /> such components in heat-shrink tubing or painting on additional corrosion- ,GIi•' <br /> resistant coatings prior to burial. <br />
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