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REV04831
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REV04831
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Entry Properties
Last modified
8/25/2016 1:03:05 AM
Creation date
11/21/2007 9:20:57 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981020
IBM Index Class Name
Revision
Doc Date
8/12/1998
Doc Name
FAX COVER TRAPEZOIDAL DITCH ARMOR ANALYSIS
From
BOWMAN CONSTRUCTION SUPPLY INC
To
GRAND VALLEY COAL CO
Type & Sequence
TR12
Media Type
D
Archive
No
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08-12-1998 16:02 <br />• !n acme manner, position adjacent rolls in <br />aachar trench, overhrpping the precedbrg <br />ro0 a rtrlrtlmum o[3'. <br />• Sectoe at I' Intervals, baeldlll and wmpea <br />w1L <br />• Unroll tinter strip of matting upatram <br />oler the eompaaed trench with caroller <br />nettbtg on bottom, large netting on top. <br />Stop at next cherJt alas or tetadnal arufror <br />trench <br />• Unroll adjacent mau upstream in alrrr9ar <br />fesliloa, meirttatrilrrg 3" overLp. <br />• Fold and secure all roW of matting snugly <br />into all vansveree check clots. Ly tact in <br />the bottom of the slot then fold back agdnat <br />toelt. Anchor through both layers of rant et <br />1' Intervals then barJdiU end txunpatt w9 <br />(Figure 31. Continue rolling ell rant widths <br />upanesm over the compared slot m the <br />ttaa check slot or oertnlrrd anchor trench. <br />• Ahernate check slotting method fornon- <br />tzitial lnatallatioru: place two rows of <br />arrebota on ti" certtera at 30' intervals 1n lieu <br />of excavated chock slots. <br />• Shurgle-lap toll ends by a minimum of 1' <br />with upstream mat on cop m prevertt up• <br />Iittdng by water or begin sew robs fn a check <br />abr. Anchor ovedaPPed area by P~~g two <br />rows of anchors, l' apart on 1' intervals. <br />• Irlaee edges of outside mats In previtrluly <br />excavated btrgitudinel ebta, anchor using <br />prescribed staple pattern, bacldll and <br />compact soil lFigute 41. <br />• Anchor, fill cad compact upstream end of <br />mat in a 12" x 6" terminal trench. <br />• Seeuce root m ground sorbs using <br />U-shaped wire ataplee (prelenetU; <br />geottattile pine or wooden etttkea See <br />GROUND ANCHORING DEVICPS 1P+ee 2L <br />• Refs to ANCHOR PATTF1tN GUIDB <br />(Page 4) for appropriate number and <br />pattern ofanchors <br /> <br />~, . <br />P. 10 <br />~ Seed and tiU turf reinforcement mat- <br />tingwith soil, if specified. <br />• When using lAND1AKTM EROSION <br />MATS with attached geotexdle <br />tmderliner, always teed after inataltlrtg <br />met, then fill with sou. <br />• ~ SPECIFIED, FOR MAXIMUM <br />TURF AF.WPORt.FMPN!' <br />PERFORMANCE, place soil filling to <br />LANDLOK^* EROSION MATS <br />~ Aha seeding. spread and lighdy rake <br />112"-3/4" of fine mpsofl Inm the mat <br />apertures m completely fill that thirk- <br />neat Uee backside of rake or other flat <br />Implement. <br />• Spread mpwil wing lightweight load- <br />er, beckhoe, orother power equlp• <br />ment.Awid sharp rums with <br />equipment. <br />~ I;n not tiiive tracked or heavy <br />equipment over mat. <br />• Avofd ant• tretiic over rnaning Eloo~e <br />or wet soil conditions exist <br />• Use shovels, rakes or brooms for <br />.fled grading end touch up. <br />• Smooth out eofl BNttg just e~osing <br />mP netting of taatriz 1)O NOT <br />PLACE EXCESSIVE SOQ,ABt)<rE <br />THE MAT. <br />• Broadcast additional seed and a mulch <br />above the soil tilled mat if desired. <br />~ Apply water as necessary to esillance <br />growth if desired. <br />• CONSULT MANUFACTURERS <br />TI:CIiNICAL REPRBSFM'ATNE <br />OA iACAL D1STLtIBUICIR POA <br />INSTALLATION ASSISTANCE, <br />PAR7ICUTARLYIF UNIQUE <br />COND1T10NS APPLY. <br />Flpun 6: fimrlna! Slops and Channel Anchor Trench <br />Flpun l: Ltlrpffutllnaf Atrcha f-eMh <br />
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