PRO-SERIES 800722 Instructions / Assembly
Contents
1. GSGP 8 Pieces 40 Guard Rail Post GSGR7 12 Pieces 7 Guard Rail GSGR5 4 Pieces 5 Guard Rail GSBP 8 Pieces Base Plate Total combined weight 934 Ibs 5 Ft Wide 21 Ft Long 13 Ft 4 In High Assembled 750 Ibs Capacity Recommended Scaffolding Erection Procedure Introduction This Guide has been prepared by the Scaffolding Shoring amp Forming Institute to assist contractors architects engineers dealers erectors and users etc for the proper use of scaffolding equipment Scaffolding Safety Rules published by the Institute should be used in conjunction with this publication as well as the instruction for the use of scaffolding provided by the manufacturer Safety precautions and requirements prescribed by local state and federal agencies including OSHA must be followed at all times and persons working with scaffolding systems should be equipped with requisite safety devices I Nomenclature Accessories Those items other than the frames and braces used to facilitate the construction of scaffolding towers and structures Adjustment Screws Device composed of a thread screw and on adjusting handle used for the vertical adjustment of the scaffolding Base Plate A device used to distribute the leg load Climbing Ladders A separate ladder attached to the scaffolding structure or built into the scaffold frame Casters Wheels of a suitable dimension and unit designed to attach to the base of a tower and containing a brake t2. high tension wires unguarded openings and other hazardous conditions created by other trades These conditions should be avoided as noted in the following sections INSPECT ALL EQUIPMENT BEFORE USING Never use any equipment that is damaged or defective in any way Remove it from the job site SCAFFOLDS MUST BE ERECTED IN ACCORDANCE WITH DESIGN AND OR MANUFACTURERS RECOMMENDATIONS DO NOT ERECT DISMANTLY OR ALTER A SCAFFOLD unless under the supervision of a qualified person DO NOT ABUSE OR MISUSE THE SCAFFOLD EQUIPMENT ERECTED SCAFFOLDS SHOULD BE CONTINUALLY INSPECTED by users to be sure that they are maintained in safe condition Report any unsafe condition to your supervisor NEVER TAKE CHANCES IF INDOUBT REGARDING THE SAFETY OR USE OF THE SCAFFOLD CONSULT YOUR SCAFFOLD SUPPLIER NEVER USE EQUIPMENT FOR PURPOSES OR IN WAYS FOR WHICH IT WAS NOT INTENDED DO NOT WORK ON SCAFFOLDS if your physical condition is such that you feel dizzy or unsteady in any way GUIDELINES FOR ERECTION AND USE OF SCAFFOLDS SCAFFOLD BASE MUST BE SET ON AN ADEQUATE SILL OR PAD to prevent slipping or sinking and fixed thereto where required Any part of a building structure used to support the scaffold shall be capable of supporting the maximum intended load to be applied USE ADJUSTING SCREWS or other approved methods instead of blocking to adjust to uneven grade conditions BRACING LEVELING amp PLUMING OF FRAME SCAFFOLDS Plumb and level all scaffolds
3. A TOWEREXTA Two Story Scaffold Tower GSBP GSCB7 GSF55 GSGP GSGR5 GSGR7 GSWDB 4 Pieces Base Plate 4 Pieces 7 Cross Brace 4 Pieces 5 x 5 Standard Scaffold Frame 4 Pieces 40 Guard Rail Post 4 Pieces 5 Guard Rail 4 Pieces 7 Guard Rail 3 Pieces 7 x 19 Wood Aluminum Walk Board TOWEROUT 16 x 7 x 5 Two Story Scaffold Tower GSASJ GSC8 GSCB7 GSF55 GSGP GSGR5 GSGR7 GSPIN GSWDB TOWER3 GSASJ GSC8 GSCB7 GSF55 GSGP GSGR5 GSGR7 GSWDB GSPIN 4 Pieces Adjustable Height Stem Jack 4 Pieces 8 Caster With Foot Brake 4 Pieces 7 Cross Brace 4 Pieces 5 x 5 Standard Scaffold Frame 4 Pieces 40 Guard Rail Post 4 Pieces 5 Guard Rail 4 Pieces 7 Guard Rail 4 Pieces 4 PC Connector Pins 3 Pieces 7 x 19 Wood Aluminum Walk Board Three Story Scaffold Tower w Casters 4 Pieces Adjustable Height Stem Jack 4 Pieces 8 Caster With Foot Brake 6 Pieces 7 Cross Brace 6 Pieces 5 x 5 Standard Scaffold Frame 4 Pieces 40 Guard Rail Post 4 Pieces 5 Guard Rail 4 Pieces 7 Guard Rail 3 Pieces 7 x 19 Wood Aluminum Walk Board 1 Pieces 4 PC Connector Pins TOWER3A Three Story Scaffold Tower GSCB7 GSF55 GSGP GSGR5 GSGR7 GSWDB GSBP 6 Pieces 7 Cross Brace 6 Pieces 5 x 5 Standard Scaffold Frame 4 Pieces 40 Guard Rail Post 4 Pieces 5 Guard Rail 4 Pieces 7 Guard Rail 3 Pieces 7 x 19 Wood Aluminum Walk Board 4 Pieces Base Plate i 1 A a a H TOWER1 GSASJ
4. Post M4each GSGR5 5 Ft Guard Rail E 4 each GSGR7 7 Ft Guard Rail E 7 1 2 x 5 61 2 x5 Walk Through Powder Coat Paint Finish 1 5 8 Outside Diameter 1 3 8 ID Ten Gravity Brace Locks GSF665 F7 6 5 X5 peices 7 5 X5 a 5 x 5 Scaffold Frame 1 5 8 Outside Diameter 1 3 8 I D Powder Coat Paint Finish Heavy Duty Steel Construction Gravity Brace Locks Stacking Pins Included Weight 42 Lbs Per Frame No GSF55 2 30 Outrigger Heavy Duty Steel Construction Powder Coat Paint Finish Weight 20 Lbs Each No GSTRO 4 Adjustable Stem 18 Threaded Adjustment Galvanized Finish Overall Height 31 Weight 12 5 Lbs Each No GSASJ 6 8 Heavy Duty Caster 800 Lb Load Capacity 8 x 2 Non Marking Wheel Dual Locking 1 3 8 Stem Weight 12 5 Lbs Each No GSC8 7 x 19 Aluminum Walk Board 750 Lb Load Capacity All Aluminum Non Slip Deck Replaceable Hooks Weight 30 Lbs Each No GSAPB 5 Guard Rail No GSGR5S 3 7 Angle Iron Cross Brace Heavy Duty Angle Iron Powder Coat Paint Finish Weight 14 Lbs Each No GSCB7 5 4 Piece kak Pins a No GSPIN ae Connector 7 5 x 5 Plain Base 4 High Stem 1 2 Hole Galvanized Finish Weight 2 5 Lbs Each No GSBP 2 Guard Post Powder Coat Paint Finish 1 3 8 I D 40 High Weight 8 Lbs Each No GSGP n1 7 Guard Rail No GSGR7 rea N X 4 NI i b pC DSJ ER PN
5. as side brackets without thorough consideration for loads to be applied Putlogs trusses should be extended at least 6 beyond point of support Place recommended bracing between putlogs trusses when the span of putlog truss is more than 12 feet O FOR ROLLING SCAFFOLDS THE FOLLOWING ADDITIONAL GUIDELINES APPLY RIDING A ROLLING SCAFFOLD IS VERY HAZARDOUS The Scaffold Industry Association does not recommend nor encourage this practice However if you choose to do so be sure to follow all state federal or other governmental guidelines Casters with plain stems shall be attached to the panel or adjustments screw by pins or other suitable means No more than 12 inches of the screw jack shall extend between the bottom of the adjusting nut and the top of the caster Wheels or casters shall be provided with a locking means to prevent caster rotation and scaffold movement and kept locked Joints shall be restrained from separation Use horizontal diagonal bracing near the bottom and at 20 foot intervals measured from the rolling surface Do not use brackets or other platform extensions without compensating for the overturning effect The platform height of a Rolling Scaffold must not exceed four 4 times the smallest base dimension CAL OSHA and some Government agencies require a stricter ratio of 3 to 1 Cleat or secure all plank Secure or remove all materials and equipment from platform before moving Do not attempt to move a rolling scaffold
6. as the erection proceeds Do not force frames or braces to fit level the scaffold until proper fit can easily be made Each frame or panel shall be braced by horizontal bracing cross bracing diagonal bracing or any combination thereof for securing vertical members together laterally All brace connections shall be made secure in accordance with the manufacturer s recommended procedures BRACING LEVELING amp PLUMING OF TUBE amp CLAMP AND SYSTEM SCAFFOLDS POST SHALL BE ERECTED PLUMB in all directions with the first level of runners and bearers positioned as close to the base as feasible The distance between bearers and runners shall not exceed manufacturer s recommended procedures PLUMB LEVEL AND TIE all scaffolds as erection proceeds FASTEN ALL COUPLERS AND OR CONNNECTIONS securely before assemble of next level VERTICAL AND OR HORIZONTAL DIAGONAL BRACING MUST BE ISNTALLED according to manufacturer s recommendations E TIE CONTINUOUS RUNNING SCAFFOLDS TO THE WALL OR STRUCTURE at each end and at least every 30 feet of length when scaffold height exceeds the maximum allowable free standing dimension Begin ties or stabilizers when the scaffold height exceeds that dimension and repeat at vertical intervals not greater than 26 feet The top anchor shall be placed no lower than four 4 times the base dimension from the top of the completed scaffold Anchors must prevent scaffold from tipping into or away from wall or s
7. without sufficient help watch out for holes in floor and overhead obstructions stabilize against tipping P SAFE USE OF SCAFFOLD SEDOT Nes gt TOMNMOOW Prior to use inspect scaffold to insure it has not been altered and is in safe working condition Erected scaffolds and platforms should be inspected continuously by those using them Exercise caution when entering or leaving a work platform Do not overload scaffold Follow manufacturer s safe working load recommendations Do not jump onto planks or platforms Do not use ladders or makeshift devices on top of working platforms to increase height or provide access from above Climb in access areas only and USE BOTH HANDS WHEN DISMANTLING SCAFFOLDING THE FOLLOWING ADDITIONAL GUIDELINES APPLY Check to assure scaffolding has not been structurally altered in a way which would make it unsafe and if it has reconstruct where necessary before commencing with dismantling procedures This includes all scaffold ties Visually inspect plank prior to dismantling to be sure they are safe Consideration must be given as to the effect removal of a component will have on the rest of the scaffold prior to that component s removal Do not accumulate excess components or equipment on the level being dismantled Do not remove ties until scaffold above has been removed dismantled Lower dismantled components in an orderly manner Do not throw off of scaffold Dismantled equipment s
8. Brace paa insa GSWDB 9 Pieces 7 x 19 Wood Aluminum Walk Board p GSGP 8 Pieces 40 Guard Rail Post de GSGR7 12 Pieces 7 Guard Rail ag GSGR5 4 Pieces 5 Guard Rail 1A GSTRO 8 Pieces 30 Exterior Scaffold Outrigger PS GSBP 8 Pieces Base Plate ps Total combined weight 1598 Ibs lt a 10 Ft Wide 21 Ft Long 23 Ft 4 In High Assembled 750 lbs Capacity EXT201405 20 x 14 x 5 Scaffold Tower GSF55 12 Pieces 5 x 5 Standard Scaffold Frame GSCB7 16 Pieces 7 Cross Brace GSWDB 6 Pieces 7 x 19 Wood Aluminum Walk Board GSGP 6 Pieces 40 Guard Rail Post GSGR7 8 Pieces 7 Guard Rail GSGR5 4 Pieces 5 Guard Rail GSTRO 6 Pieces 30 Exterior Scaffold Outrigger GSBP 6 Pieces Base Plate 10 Ft Wide 14 Ft Long 23 Ft 4 In High Assembled 750 Ibs Capacity EXT152105 15 x 21 x 5 Scaffold Tower GSF55 12 Pieces 5 x 5 Standard Scaffold Frame a GSCB7 18 Pieces 7 Cross Brace gs GSWDB 9 Pieces 7 x 19 Wood Aluminum Walk Board KH GSGP 8 Pieces 40 Guard Rail Post a GSGR7 12 Pieces 7 Guard Rail xz GSGR5 4 Pieces 5 Guard Rail an GSTRO 8 Pieces 30 Exterior Scaffold Outrigger GSBP 8 Pieces Base Plate Total combined weight 1147 Ibs 10 Ft 4In Wide 21 Ft Long 18 Ft 4 In High Assembled 750 lbs Capacity if EXT102105 10 x 21 x 5 Scaffold Tower GSF55 8 Pieces 5 x 5 Standard Scaffold Frame GSCB7 12 Pieces 7 Cross Brace GSWDB 9 Pieces 7 x 19 Wood Aluminum Walk Board
9. GSC8 GSCB7 GSF42 GSGP GSGR5 GSGR7 GSWDB GSF575B GSBP GSCB7 GSF55 GSGP GSGR5 GSGR7 GSPIN GSWDB GSF575C GSC8 GSCB7 GSF55 GSGP GSGR5 GSGR7 GSPIN GSWDB 1 Story Scaffold Tower 4 Pieces Adjustable Height Stem Jack 4 Pieces 8 Caster With Foot Brake 2 Pieces 7 Cross Brace 2 Pieces 3 5 x 3 5 Scaffold Frame 4 Pieces 40 Guard Rail Post 4 Pieces 5 Guard Rail 4 Pieces 7 Guard Rail 2 Pieces 7 x 19 Wood Aluminum Walk Board 1 Story Scaffold Tower w Base Plate 4 Pieces Base Plate 2 Pieces 7 Cross Brace 2 Pieces 5 x 5 Standard Scaffold Frame 4 Pieces 40 Guard Rail Post 4 Pieces 5 Guard Rail 4 Pieces 7 Guard Rail 1 4PC Connector Pins 3 Pieces 7 x 19 Wood Aluminum Walk Board 1 Story Scaffold Tower w Casters 4 Pieces 8 Caster With Foot Brake 2 Pieces 7 Cross Brace 2 Pieces 5 x 5 Standard Scaffold Frame 4 Pieces 40 Guard Rail Post 4 Pieces 5 Guard Rail 4 Pieces7 Guard Rail 1 4PC Connector Pins 3 Pieces 7 x 19 Wood Aluminum Walk Board TOWERINT 6 Wide Interior Scaffold Tower GSGRS GSF552 Standard Scaffold Frame Guard Rail Set for No GSSI GSORSET 4 Piece Outrigger Set GSSI 2 Pieces 6 Ft Multi Purpose Scaffold FU gt lt FL gt lt GSF55 2 Pieces 5 X 5 GSF55SET GSCB7 7 Ft Cross Brace 2 Pieces GSF55 5x5 ft Scaffold 2 Pieces EXT202105 20 x 21 x 5 Scaffold Tower BS GSF55 16 Pieces 5 x 5 Standard Scaffold Frame SAK GSCB7 24 Pieces 7 Cross
10. Scaffolding Assembly amp Safety Instructions READ ALL INSTRUCTIONS AND WARNINGS BEFORE USING THIS PRODUCT This manual provides important information on proper operation and maintenance Every effort has been made to ensure the accuracy of this manual We reserve the right to change this product at any time without prior notice STOP DO NOT RETURN THIS PRODUCT TO THE RETAILER Questions Problems CONTACT CUSTOMER SERVICE If you experience a problem or need parts for this product visit our website http www buffalotools com or call our customer help line at 1 888 287 6981 Monday Friday 8 AM 4 PM Central Time A copy of the sales receipt is required WARNING Improper erection dismantling or use of Scaffold may result in serious injury or death Erectors dismantlers and users of Scaffold must read and fully understand these Safety Rules and Instructions MAXIMUM LOAD CAPACITY 1 000 Ibs Workers amp Materials WARNING DO NOT OVERLOAD SCAFFOLD IT MAY RESULT IN SERIOUS INJURY i p n Jane aoe 5 ATT Build your own Scaffold Tower System for home repair maintenance and building construction ED 4 each GSF55 Scaffold Frame 2 each GSF665 Scaffold Frame 2 each GSF765 Scaffold Frame EB 4 each GSTRO 30 Outrigger E 4 each GSCB7 Cross Brace O 4 each GSASJ Adjustable Stem O 8 each GSPIN 4 Piece Connector Pins E 4 each GSBP Plain Base BH 2 each GSAPB Walk Board OM 4 each GSGP Guard
11. d which distributes the vertical leg loads to the ground Ties A tension compression member used to securely attach scaffold to a structure Toeboard A barrier secured along the sides and ends of a platform to guard against the falling of material Towers A composite structure of frames braces and accessories Ultimate Load The maximum load which may be placed on the scaffolding causing failure by buckling of column members or yielding of some component These terms can be used synonymously Inspection of Scaffolding Equipment Prior to Erection Three main areas of inspection are for corrosion straightness of members and welds This applies to all components of a scaffolding system 1 Da Corrosion Heavily rusted or eroded scaffolding equipment is a telltale sign of abuse or neglect Straightness of Members Mishandling trucking and storing may cause damage to scaffolding equipment All scaffolding components should be straight and free from bends kinks or dents Welds Equipment should be checked before use for damage of welds and any piece of equipment showing damaged welds or rewelding beyond the original factory welds should not be used The factory weld reference pertains to location and quality of welds While corrosion straightness of members and welds are of primary concern other component parts should be checked Locking devices on frames and braces shall be in good working order and if not must be repair
12. ed or replaced prior to use Coupling pins must effectively align the frame or panel legs Pivoted cross braces must have the center pivot securely in place Caster Brakes shall be in good working order and if not must be repaired or replaced prior to use Safe Bearing Loads For Soils Considering that the allowable loads bearing on various soils and rock range from less that 1 000 p s f to more than 50 000 p s f care should be exercised in determining the capacity of the soil for every scaffolding job realizing that weather conditions can turn an otherwise suitable ground condition into a hazardous situation As an example dry clay with an allowable bearing capacity of 8 000 p s f could become very plastic after a rainfall and drop to less than 2 000 p s f Care should also be taken not to excessively disturb the soil If fill is required in areas where scaffolding is used a qualified engineer should be consulted as to materials and compaction Il Foundations The purpose of a good foundation or mud sill is to distribute the scaffolding load over a suitable ground area The size of the footing or sill is determined be the total load carried over a particular ground area and by the nature of the soil supporting these sills The total load should be computed and the sills designed accordingly When scaffolding from earth fill the areas should be leveled and the sills spaced in a pattern assuring adequate stability for all scaffoldin
13. ets except mobile brackets designed to carry materials are to be used as work platforms only and shall not be used for storage of material or equipment Cantilevered platforms shall be designed installed and used in accordance with manufacturer s recommendations ALL SCAFFOLDING COMPONENTS shall be installed and used in accordance with the manufacturer s recommended procedure Components shall not be altered in the field Scaffold frames and their components manufactured by different companies shall not be intermixed unless the component parts readily fit together and the resulting scaffold s structural integrity is maintained by the user PLANKING Working platforms shall cover scaffold bearer as completely as possible Only scaffold grade wood planking or fabricated planking and decking meeting scaffold use requirements shall be used Check each plank prior to use to be sure plank is not warped damaged or otherwise unsafe Planking shall have at least 12 overlap and extend 6 beyond center of support or be cleated or restrained at both ends to prevent sliding off supports Solid sawn lumber LVL laminated veneer lumber or fabricated scaffold planks and platforms unless cleated or restrained shall extend over their end supports not less then 6 nor more than 18 This overhang should not be used as a work platform FOR PUTLOGS AND TRUSSES THE FOLLOWING ADDITIONAL GUIDELINES APPLY Do not cantilever or extend putlogs trusses
14. g legs III Erection of Frames The work of erecting the scaffolding should be under the supervision of a person with proper experience and aptitude for securing a safe installation and who is familiar with all Local State and Federal Regulations concerning scaffolding as well as the SSFI Scaffolding Safety Rules It shall be the responsibility of the person supervising the erection of the scaffold to see that all components and locking devices are in working order and no damaged or deteriorated equipment is used in the setup Should any scaffolding become damaged after the equipment has been erected Workman shall not be allowed on the same until the damaged items have been repaired or replaced Advance planning will help the erection of scaffolding to progress smoothly The equipment should be unloaded as close to the area of use as possible and should be arranged in the order it is to be used in the setup Adjustment screws should be set to the approximate final adjustment before setting up the scaffolding Check that all coupling pins are matched with the proper panels Consult safety rules as recommended by the Institute After erecting the first tier of scaffold frames plumb and level using instruments all frames so that no matter how high the final scaffolding setup the additional frames will also be in correct alignment As erection proceeds securely tie all scaffolding to the structure at the ends and at least every 30 horizontall
15. hould be stockpiled in an orderly manner FOLLOW ERECTION PROCEDURES AND USE MANUALS These safety guidelines Code of Safe Practice set forth common sense procedures for safely erecting dismantling and using scaffolding equipment However equipment and scaffolding systems differ and accordingly reference must always be made to the instructions and procedures of the supplier and or manufacturer of the equipment
16. o prevent the wheels from rotation Coupling Pin Device used to align and connect lifts or tiers together vertically Cross bracing Systems of members connecting frames or panels of scaffolding other than an adjustment screw Extension Device Any device used to obtain vertical adjustment of scaffolding other than and adjustment screw Factor of Safety The ratio of ultimate load to the allowable load Frame or Panel The principal prefabricated welded structural unit Guardrail A rail secured to uprights and erected along the exposed sided and ends of platforms Horizontal Diagonal Bracing Diagonal braces running horizontally between frames of scaffolding Lifts or Tiers The number of frames stacked one above the other in a direction Locking Device A device used to secure the cross brace to the panel Putlog or Truss A separate horizontal load carrying member Rolling Towers A composite structure of frames braces platforms guardrails and accessories supported by casters Safe Leg Load That load which can safely be directly imposed on a horizontal member Safe Scaffold Frame Horizontal Member Load That load which can safely be directly imposed on a horizontal member Scaffolding Layout A engineered drawing prepared prior to erection showing arrangement of equipment for proper scaffolding use Side Basket A cantilevered arm unit supported by the scaffolding frame Sill or Mud Sill A footing usually woo
17. tructure Stabilize circular or irregular scaffolds in such a manner that completed scaffold is secure and restrained from tipping When scaffolds are partially or fully enclosed or subjected to overturning loads specific precautions shall be taken to insure the frequency and accuracy of ties to the wall and structure Due to increased loads resulting from wind or overturning loads the scaffolding component to which ties are subjected shall be checked for additional loads WHEN FREE STANDING SCAFFOLD TOWERS exceed four 4 times their minimum base dimension vertically they must be restrained from tipping CAL OSHA and some government agencies require stricter ratio of 3 to 1 DO NOT ERECT SCAFFOLDS NEAR ELECTRICAL POWER LINES UNLESS PROPER PRECAUTIONS ARE TAKEN Consult the power service company for advice A MEANS OF ACCESS TO ALL PLATFORMS SHALL BE PROVIDED DO NOT USE ladders or makeshift devices on top of scaffolds to increase the height PROVIDE GUARDRAILS AND MID RAILS AT EACH WORKING PLATFORM LEVEL where open sides and ends exist and toeboards where required by code BRACKETS AND CANTILEVERED PLATFORMS PON o N Brackets for SYSTEM SCAFFOLDS shall be installed and used in accordance with manufacturer s recommendations Brackets for FRAME SCAFFOLDS shall be seated correctly with side bracket parallel to the frames and end brackets at 90 degrees to the frames Brackets shall not be bent or twisted from normal position Brack
18. y and at height intervals not to exceed four 4 times the minimum base dimension Freestanding scaffold towers must be restrained from tipping by guying or other means Scaffold frames must be fastened together at coupling pins where there is a possibility of uplift CODE OF SAFE PRACTICES FOR FRAME SCAFFOLDS SYSTEM SCAFFOLDS TUBE AND CLAMP SCAFFOLDS amp ROLLING SCAFFOLDS DEVELOPED FOR INDUSTRY BY SCAFFOLD INDUSTRY ASSOCIATION INC It shall be the responsibility of all users to read and comply with the following common sense guidelines which are designed to promote safety in the erecting dismantling and use of Scaffolds These guidelines do not purport to be all inclusive not to supplant or replace other additional safety and precautionary measures to cover usual or unusual conditions If these guidelines in any way conflict with any state local federal or other government statute or regulation said statute or regulation should supersede these guidelines and it shall be the responsibility of each user to comply therewith gt Tonm OW AGS o ON GENERAL GUIDELINES POST THESE SCAFFOLDING SAFETY GUIDELINES in a conspicuous place and be sure that all persons who erect dismantle or use scaffolding are aware of them FOLLOW ALL STATE LOCAL AND FEDERAL CODES ORDINANCES AND REGULATIONS pertaining to scaffolding SURVEY THE JOB SITE A survey shall be made of the job site for hazards such as untamped earth fills ditches debris
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