VICINITY MAP N.T.S. THERE WILL BE NO CHANGES IN SPECIFICATION, DIMENSIONS, OR MATERIALS UNLESS APPROVED BY THE ENGINEER RESPONSIBLE FOR THIS DRAWING. THE DRAWINGS ARE PREPARED COOPERATIVELY BY THE NATURAL RESOURCE CONSERVATION SERVICE FOR THE NAMED LANDOWNER. CONSTRUCTION FOUND NOT IN ACCORDANCE WITH THESE DRAWINGS AND SPECIFICATIONS SHALL VIOLATE THE COOPERATIVE AGREEMENT AND ALL DRAWINGS, SPECIFICATIONS, AND QUANTITIES ESTIMATE SHALL IMMEDIATELY BE RETURNED TO THE LOCAL NRCS OFFICE. GENERAL NOTES: x PLEASE CONTACT THE DISTRICT SOIL CONSERVATION DISTRICT AT LEAST 3 DAYS PRIOR TO CONSTRUCTION TO ARRANGE A PRE-CONSTRUCTION MEETING @ PHONE # x A CONSERVATION TECHNICIAN SHALL VERIFY CUT/GRADE STAKES AT THE CONTRACTORS REQUEST MATERIALS LIST ALL EXCAVATION AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE MARYLAND OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (MOSHA) STANDARDS AS SET FORTH IN THE LATEST VERSION OF THE CODE OF MARYLAND REGULATIONS SAFETY REGULATIONS LANDOWNER/PROJECT 614 - WATERING FACILITY (DISTRICT soil conservation district) CONSTRUCTION NOTIFICATION The Contractor/Owner is to notify the SOIL CONSERVATION DISTRICT at least 72 hours prior to construction to facilitate any scheduling, layout, or preliminary mobilization necessary to ensure proper construction inspection to enable appropriate certification of the project. It is the Landowner's responsibility to obtain all County, State, and Federal permits that may be needed, and to maintain this structure and related regulations. DISTRICT SITE OWNER/CONTRACTOR STATEMENT I CERTIFY THAT THIS DESIGN HAS BEEN EXPLAINED TO ME BY A REPRESENTATIVE OF THE ______________________ SOIL CONSERVATION DISTRICT, AND I UNDERSTAND THE CONTENTS, ALL CONSTRUCTION WILL BE DONE ACCORDING TO THESE PLANS AND SPECIFICATIONS, I FURTHER UNDERSTAND THAT ALL CONSTRUCTION WILL BE UNDER THE INSPECTION OF THIS OFFICE. OWNER'S SIGNATURE DATE CONTRACTOR'S SIGNATURE DATE DISTRICT THE CONSERVATION PRACTICE(S) MEETS OR EXCEEDS NRCS STANDARDS AND SPECIFICATIONS SIGNATURE DATE AS-BUILT STATEMENT INSPECTED BY CONSTRUCTION APPROVAL VERIFIED DISTRICT CONSERVATIONIST SIGNATURE DATE SIGNATURE DATE
Transcript
VICINITY MAP
N.T.S.
THERE WILL BE NO CHANGES IN SPECIFICATION, DIMENSIONS, OR MATERIALS
UNLESS APPROVED BY THE ENGINEER RESPONSIBLE FOR THIS DRAWING.
THE DRAWINGS ARE PREPARED COOPERATIVELY BY THE NATURAL
RESOURCE CONSERVATION SERVICE FOR THE NAMED LANDOWNER.
CONSTRUCTION FOUND NOT IN ACCORDANCE WITH THESE DRAWINGS AND
SPECIFICATIONS SHALL VIOLATE THE COOPERATIVE AGREEMENT AND ALL
DRAWINGS, SPECIFICATIONS, AND QUANTITIES ESTIMATE SHALL
IMMEDIATELY BE RETURNED TO THE LOCAL NRCS OFFICE.
GENERAL NOTES:
PLEASE CONTACT THE DISTRICT SOIL CONSERVATION DISTRICT AT
LEAST 3 DAYS PRIOR TO CONSTRUCTION TO ARRANGE A
PRE-CONSTRUCTION MEETING @ PHONE #
A CONSERVATION TECHNICIAN SHALL VERIFY CUT/GRADE STAKES AT
THE CONTRACTORS REQUEST
MATERIALS LIST
ALL EXCAVATION AND METHODS OF CONSTRUCTION SHALL BE
IN ACCORDANCE WITH THE MARYLAND OCCUPATIONAL
SAFETY AND HEALTH ADMINISTRATION (MOSHA) STANDARDS
AS SET FORTH IN THE LATEST VERSION OF THE CODE OF
MARYLAND REGULATIONS
SAFETY REGULATIONS
LANDOWNER/PROJECT614 - WATERING FACILITY
(DISTRICT soil conservation district)
CONSTRUCTION NOTIFICATION
The Contractor/Owner is to notify the SOIL
CONSERVATION DISTRICT at least 72 hours prior to
construction to facilitate any scheduling, layout, or preliminary
mobilization necessary to ensure proper construction
inspection to enable appropriate certification of the project.
It is the Landowner's responsibility to obtain all County, State,
and Federal permits that may be needed, and to maintain this
structure and related regulations.
DISTRICT
SITE
OWNER/CONTRACTOR STATEMENT
I CERTIFY THAT THIS DESIGN HAS BEEN
EXPLAINED TO ME BY A REPRESENTATIVE OF
THE ______________________ SOIL
CONSERVATION DISTRICT, AND I UNDERSTAND
THE CONTENTS, ALL CONSTRUCTION WILL BE
DONE ACCORDING TO THESE PLANS AND
SPECIFICATIONS, I FURTHER UNDERSTAND
THAT ALL CONSTRUCTION WILL BE UNDER THE
INSPECTION OF THIS OFFICE.
OWNER'S SIGNATURE DATE
CONTRACTOR'S SIGNATURE DATE
DISTRICT
THE CONSERVATION PRACTICE(S) MEETS OR EXCEEDS
NRCS STANDARDS AND SPECIFICATIONS
SIGNATURE DATE
AS-BUILT STATEMENT
INSPECTED BY
CONSTRUCTION APPROVAL
VERIFIED DISTRICT
CONSERVATIONIST
SIGNATURE DATE
SIGNATURE DATE
PLAN VIEW
GRAVITY FEED SYSTEMS
MISC. DETAILS
Natural Resources Conservation Service
United States Department of Agriculture
File No.
Date
Drawing No.
Sheet of
Drawn
Designed
Checked
Approved
TILE DRAINDETAIL
TILE DRAIN DETAIL
N.T.S.
MOUND BACKFILL TO ALLOW FOR SETTLING
" CORRUGATED DRAIN TILE
SOIL BACKFILL
MIN 3' DEPTH
DEPTH
"
" WIDE
Natural Resources Conservation Service
United States Department of Agriculture
File No.
Date
Drawing No.
Sheet of
Drawn
Designed
Checked
Approved
TRENCH BACKFILLDETAIL
BACKFILL DETAIL
N.T.S.
MOUND BACKFILL TO ALLOW FOR SETTLING
SUPPLY PIPE
SOIL BACKFILL
(BACKFILL WITH MACHINE)
MIN 3' DEPTH
BACKFILL TO 12" OVER PIPE, BY
HAND AND WITH SOIL CONTAINING
NO STONES CAPABLE OF
DAMAGING PIPE
12"
NOTE:
WHERE THE SOIL FROM EXCAVATING THE
TRENCH IS UNSUITED FOR BACKFILL, SAND
MAY BE USED AS AN ECONOMICAL MATERIAL
FOR THIS PURPOSE
File No.
Date
Drawing No.
Sheet of
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Designed
Checked
Approved
SHUT-OFF VALVEDETAIL614-SOVNatural Resources Conservation Service
United States Department of Agriculture
4" SCH 40 PVC PIPE
LENGTH WILL VARY DUE TO SUPPLY LINE DEPTH
1FT
TO TROUGHTO WELL/TROUGH
SHUT-OFF VALVE
4" SCH 40 THREADED CAP W/ COUPLER
LOCATION TO BE DETERMINED BY
LANDOWNER
SHUT-OFF VALVE DETAIL
N.T.S.
ON/OFF TOOL STORED
INSIDE OF PIPE
(SEE DETAIL BELOW)
3" +/-
1 1/2" +/- SCH
40 PVC PIPE
NOTCH
"TEE" ON VALVE
SIMPLE TOOL FOR
TURNING VALVE ON/OFF
(HEIGHT TO BE
DETERMINED AT
INSTALLATION)
CUT NOTCHES LARGE ENOUGH TO
ENGAGE "TEE" ON SHUT OFF VALVE
TOOL FOR SHUT-OFF DETAIL
N.T.S.
5" CR #6 STONE
6' SIZE WILL VARY6'
4" PVC COLLAR
MIN. 4" SCH. 40 PVC OUTLET PIPE
OUTLET
MIN. 10'- OF 4" SCH. 40
PIPE W/ RODENT GUARD
REMOVABLE STAND PIPE
4" SCH. 40 PVC INLET PIPE
PRE-APPROVED WATERER
6" X 6" - 6 GA. WELDED
WIRE MESH
4" CONCRETE (MIN 3000 PSI)
Natural Resources Conservation Service
United States Department of Agriculture
File No.
Date
Drawing No.
Sheet of
Drawn
Designed
Checked
Approved
WATERING FACILITY(GRAVITY)614-BGFT
4" SCH. 40 "TEE"
4" SCH. 40 SCREW CAP
AT OUTLET
4" SCH. 40 PVC INLET PIPE
MIN. 4" SCH. 40 PVC OUTLET PIPE
WATERING FACILITY DETAIL
NOTE: THIS OPTION CAN REPLACE THE
COLLECTION BOX IF DISTANCE BETWEEN
OUTLET AND TROUGH IS LESS THAN 250FT.
NOTE: USE SCH 40 PIPE WITHIN 10FT OF
THE TROUGH AND OUTLET. ALL OTHER
PIPE MAY BE ASTM F405 HEAVY DUTY
CORRUGATED POLY TUBING.
2% SLOPE MIN (TYP.)
30" MIN. COVER
3"
DOUBLE PIPE TEE FLUSH SYSTEM OPTION
N.T.S.
N.T.S.
4" SCH 40 "90"
4" SCH 40 "90"
MIN CLASS SE FILTER CLOTH
INFLOW OUTFLOW
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WA
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VIT
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614-
AG
FT
4
" P
E
R
F
. D
R
A
IN
T
IL
E
SUPPLY LINE DETAIL
NOTES:
1. EXACT LOCATION OF SUPPLY LINE TO BE DETERMINED DURING
CONSTRUCTION BY THE LANDOWNER AND SOIL CONSERVATION
DISTRICT
2. ALL LINES TO HAVE A MIN 24" COVER
3. OVERFLOW LINE TO EXTEND TO OUTLET AS APPROVED. A 10FT SECTION
OF SCH 40 PVC SHALL BE INSTALLED AT THE OUTLET WITH RODENT
GUARD
4. SPECIFY 12" OPENING IN BOTTOM OF TROUGH. OPENING TO BE
CONCRETED AFTER PIPE INSTALLATION. (USE HYDRAULIC CEMENTS, NO
PRE-MIXED MATERIAL)
5. CONCRETE APRON MUST HAVE 6 GAUGE 6"X6" WELDED WIRE MESH
6. CONCRETE TO BE MINIMUM 3000 PSI WITH 5% AIR ENTRAINMENT AND A
SLUMP OF 3-5 INCHES.
7. COLLECTION BOX AND TROUGH INLET/OUTLET PIPES SHALL BE 10' OF
SCH 40 PVC PIPE
INSTALLATION NOTES:
1. GRADE PAD FOR TROUGH AND INSTALL INLET PIPE, INCLUDING
ELBOWS
2. BACKFILL WITH #57 STONE AROUND TROUGH
3. SET TROUGH
4. SEAL BOTTOM HOLE
5. POUR CONCRETE APRON
6. COMPLETE INSTALLATION
7. GRADE AROUND ALL FACILITIES AS NECESSARY TO MAINTAIN
POSITIVE DRAINAGE AND SPREAD SPOIL AS DIRECTED BY
LANDOWNERS
8. ALL DISTURBED AREAS TO BE STABILIZED WITHIN 14 DAYS OF
COMPLETION, USING THE SEEDING RECOMMENDATIONS
PROVIDED
TOP EL.
COLLECTION BOX (OPTIONAL)
EARTH CORE
INLET EL.
OUTLET EL.
SUPPLY LINE
TOP OF TROUGH
OVERFLOW EL.
18' DIAMETER CONCRETE PAD
ELEV
OUTLET
EL.
OUTLET PIPE W/
RODENT GUARD
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EL.
PRESSURE FEED SYSTEMS
NOTE:
FOLLOW SPECIFIC INSTALLATION INSTRUCTIONS FROM THE
MANUFACTURER OR THE PARTICULAR BRAND TYPE OF TROUGH
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614-
AP
FT
NOTES:
1. Exact location of supply line to be determined during construction by the
landowner and soil conservation district
2. All lines to have a min 24" cover
3. All concrete apron must have 6 gauge 6"x6" Welded Wire Mesh (WWM)
4. All concrete to be a minimum 3000 psi with 5% air entrainment and a
slump of 3-5 inches.
5. Install backflow preventer if water is supplied from potable water source
INSTALLATION NOTES:
1. Grade pad for trough and install inlet pipe, including elbows
2. Backfill with #57 stone trough location and grade stone
3. Pour concrete
4. Set trough
5. Complete installation
6. Grade around all facilities as necessary to maintain positive
drainage and spread spoil as directed by landowners
3.0' Minimum Depth
1.0' Min.
± 3'
1.0'
5"
5"
6.0' Minimum Extent of Concrete Pad
On All Sides
± 1.5'
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Checked
Approved
WA
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AC
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UR
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614-
BP
FT
NOTES:
1. Exact location of supply line to be determined during construction by the
landowner and soil conservation district
2. All lines to have a min 24" cover
3. All concrete apron must have 6 gauge 6"x6" Welded Wire Mesh (WWM)
4. All concrete to be minimum 3000 psi, with 5% air entrainment and a
slump of 3-5 inches.
5. Install backflow preventer if water is supplied from a potable water source
INSTALLATION NOTES:
1. Grade pad for trough and install inlet pipe, including elbows
2. Backfill with #57 stone trough location and grade stone
3. Pour concrete
4. Set trough
5. Complete installation
6. Grade around all facilities as necessary to maintain positive
drainage and spread spoil as directed by landowners
34" or Min Pad
Size as Determined
By Manufacturer
5"
7"
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Designed
Checked
Approved
WA
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614-
CP
FT
NOTES:
1. Exact location of supply line to be determined during construction by the
landowner and soil conservation district
2. All lines to have a min 24" cover
3. All concrete apron must have 6 gauge 6"x6" Welded Wire Mesh (WWM)
4. All concrete to be minimum 3000 psi with 5% air entrainment and a slump
of 3-5 inches.
5. Install backflow preventer if water is supplied from potable water source
INSTALLATION NOTES:
1. Grade pad for trough and install inlet pipe, including elbows
2. Backfill with #57 stone trough location and grade stone
3. Pour concrete
4. Set trough
5. Complete installation
6. Grade around all facilities as necessary to maintain positive
drainage and spread spoil as directed by landowners
EXTEND 3" PAST WIDTH OF TROUGH
FASTEN TROUGH TO BASE
5"-3000 PSI CONCRETE
W/ #6 GAUGE 6"X6" WELDED WIRE MESH
(WWM)
6" OF #57 STONE
12" DIA INSULATING TUBE
4' MIN DEPTH BELOW TROUGH
INSTALL BRASS ELBOWS AT ALL BENDS
--DO NOT BEND PIPE--
GRD.
ELEV.
6" SCH 40 PIPE FOR
ACCESS TO SHUTOFF VALVE
(OPTIONAL PLACEMENT)
PVC PIPE
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PFT
614-
DP
FT
CONCRETE BASE
PROPOSED TROUGH
(DESIGNED BY OTHERS)
NOTES:
1. EXACT LOCATION OF SUPPLY LINE TO BE DETERMINED
DURING CONSTRUCTION BY THE LANDOWNER AND SOIL
CONSERVATION DISTRICT
2. ALL LINES TO HAVE A MIN 24" COVER
3. CONCRETE APRON MUST HAVE 6 GAUGE 6"X6" WELDED
WIRE MESH (WWM)
4. CONCRETE TO BE MINIMUM 3000 PSI WITH 5% AIR
ENTRAINMENT AND A SLUMP OF 3-5 INCHES.
5. INSTALL BACKFLOW PREVENTER IF WATER IS SUPPLIED
FROM POTABLE WATER SOURCE
INSTALLATION NOTES:
1. GRADE PAD FOR TROUGH AND INSTALL INLET PIPE,
INCLUDING ELBOWS
2. BACKFILL WITH #57 STONE TROUGH LOCATION AND GRADE
STONE
3. POUR CONCRETE
4. SET TROUGH
5. COMPLETE INSTALLATION
6. GRADE AROUND ALL FACILITIES AS NECESSARY TO
MAINTAIN POSITIVE DRAINAGE AND SPREAD SPOIL AS
DIRECTED BY LANDOWNERS
6'
3"
30
" M
IN
2% SLOPE
Natural Resources Conservation Service
United States Department of Agriculture
File No.
Date
Drawing No.
Sheet of
Drawn
Designed
Checked
Approved
WATERING FACILITY(PRESSURE)
614-EPFT
PEDESTAL
CONCRETE PAD
6' - 0"
6' - 0"
TROUGH
TROUGH
SU
PP
LY
L
IN
E M
IN
. 1
"
5' OF 12"
SCH 40 PVC PIPE
HEAT TUBE OR EQUAL
32" MINIMUM
4" SCH 40 CONDUIT PIPE
(CONTINUES PAST CONCRETE PAD, APROX. 10' LONG)
5"
5"
5"
CONCRETE PEDESTAL
CRUSHER RUN
SEE CONCRETE PAD DETAIL
BACKFILL
CAULK WHERE CONDUIT ENTERS
HEAT TUBE
BACKFILL
3"
NOTE:
IF GROUNDWATER IS PRESENT, TILE MUST BE INSTALLED
TO DIVERT WATER AWAY FROM HEAT TUBE
SLOPE CONCRETE AWAY
FROM TROUGH
2% MIN (TYP.)
NOTES:
1. BACKFILL MATERIAL MUST BE FREE OF ANY ROCKY MATERIAL
2. MIN 32" DEPTH FOR SUPPLY LINE
3. SUPPLY LINE MAY BE 1" OR 1
1
4
" DIAMETER SOLID POLYETHYLENE PIPE
4. CONCRETE MINIMUM 3000 PSI WITH 5% AIR ENTRAINMENT AND SLUMP 3-5 INCHES
5. WORKING PRESSURE OF PIPE SHOULD NOT EXCEED 72% OF THE PRESSURE RATING OF THE PIPE
6. VELOCITY SHALL NOT EXCEED 5FT/SEC
7. INSTALL BACKFLOW PREVENTER IF WATER IS SUPPLIED FROM POTABLE WATER SOURCE
"90" PVC ELECTRICIAN'S SWEEP
6 GAUGE 6"X6"
WELDED WIRE MESH
(WWM)
6-8FT HIGH
12" CONCRETE
PIPE
FROST LINE
32"
1" M
IN
IM
UM
P
OL
YE
TH
YL
EN
E
SU
PP
LY
LIN
E
5" STONE DUST
3" CRUSHER RUN
PROVIDE DRAINAGE AWAY FROM
TROUGH
FILL GROOVE WITH SAND
CEMENT GROUTING
TROUGH
FILTER CLOTH
(MIN CLASS C)
SUPPLY LINE MINIMUM DEPTH = 32"
NOTE : MOUNT WATERER ONTO
CONCRETE WITH PROVIDED BOLTS
FROM MANUFACTURER
CAULK AROUND SUPPLY LINE
WHERE IT ENTERS INTO CONCRETE
PIPE
HEIGHT OF WATERER MAY BE
DETERMINED BY LANDOWNER
NOTE : SOIL AROUND CONCRETE
PIPE MUST BE TAMPED TO ENSURE
STABILITY
Natural Resources Conservation Service
United States Department of Agriculture
File No.
Date
Drawing No.
Sheet of
Drawn
Designed
Checked
Approved
NOTES:
1. BACKFILL MATERIAL MUST BE FREE OF ANY ROCKY MATERIAL
2. MIN 32" DEPTH FOR SUPPLY LINE
3. SUPPLY LINE MAY BE 1" OR 1
1
4
" DIAMETER SOLID POLYETHYLENE PIPE
4. WORKING PRESSURE OF PIPE SHOULD NOT EXCEED 72% OF THE PRESSURE RATING OF THE PIPE
5. VELOCITY SHALL NOT EXCEED 5FT/SEC
6. INSTALL BACKFLOW PREVENTER IF WATER IS SUPPLIED FROM POTABLE WATER SOURCE
WATERING FACILITY(PRESSURE)
614-FPFT
"90" PVC ELECTRICIAN'S SWEEP
TO OUTLET
TO OUTLET THAT HAS
SCREW CAP
INSIDE BEAD OF
BOTTOM SIDEWALL
CONCRETE OR GRAVEL PLACED TO
MEET HEAVY USE AREA PROTECTION
AREA (561)
6'
OUTSIDE TIRE
TREAD
FROM WATER
SOURCE
CUT TOP SIDEWALL
2'-3" DIA
PLAN VIEW
TOP VIEW
30" 1-4 CUTOUTS
PER TIRE
GRAVITY FED RUBBER TIRE TROUGH
8-10"
5" CONCRETE
APRON
TO OUTLET
TO OUTLET THAT HAS
SCREW CAP
FROM WATER
SOURCE
"TEE"
"90"
4" COUPLER
REMOVABLE 4" SCH 40 PIPE
2-4"
COMPACTED SOIL
2-3"
CAUTION:
HEAVY EQUIPMENT TIRES ARE NORMALLY FILLED WITH LIQUID DURING USE FOR WEIGHT AND BALLAST,
RESIDUES FROM THESE LIQUIDS COULD BE TOXIC TO LIVESTOCK. THE NATURAL RESOURCES
CONSERVATION SERVICE MAKES NO REPRESENTATION TO THE EXISTENCE OR NONEXISTENCE OF TOXIC
RESIDUES IN THE USED TIRES. IT IS THE RESPONSIBILITY OF THE LANDOWNER TO ENSURE THEMSELVES
THAT NO HAZARDS EXISTS.
CONCRETE OR GRAVEL PLACED
TO MEET HEAVY USE AREA
PROTECTION AREA (561)
GROUND
NOTE: USE SCH 40 PIPE WITHIN 10FT OF THE TROUGH AND
OUTLET. ALL OTHER PIPE MAY BE ASTM 405 HEAVY DUTY
CORRUGATED POLY TUBING
5"
3/4" STONE
PRESSURE FED RUBBER TIRE TROUGH
FLOW FLOW
1'
APPROX.
1" SCH 40 PVC ELBOW
1" SCH 40 PVC
2" SCH 40 PVC ELBOW
2" SCH 40 PVC
2" GALVANIZED STEEL PIPE
6"
6"
GEOTEXTILE
2-3"
VARIES
8-10"
VA
RIE
S
FLOAT VALVE
SCREEN TOP OF OVERFLOW PIPE
APPLY SILICONE SEALANT TO
CONCRETE/TIRE JOINT TO
ENSURE WATERTIGHT SEAL
4-8" CONCRETE PLUG
2" COLLAR
1" COLLAR
16 GAUGE CORRUGATED
RISER WITH STEEL LIP SAME
DIAMETER AS BOTTOM HOLE
STRIP AND REMOVE SOD
PRIOR TO PLACING
GRAVEL PAD
GEOTEXTILE
SIDE VIEW
WIRE FENCE BRACE DETAILS
382-E-FENCE.DWG
MARYLAND STANDARDS FOR AGRICULTURAL BMPS
DETAIL 382-E - FENCE
DATE ISSUED: June, 2003 SHEET OF
MARYLAND DEPARTMENT OF AGRICULTURE
MARYLAND SOIL CONSERVATION DISTRICTSNATURAL RESOURCES CONSERVATION SERVICE
U.S.DEPARTMENT OF AGRICULTURE
382-F-FENCE.DWG
MARYLAND STANDARDS FOR AGRICULTURAL BMPS
DETAIL 382-F - FENCE
DATE ISSUED: June, 2003 SHEET OF
MARYLAND DEPARTMENT OF AGRICULTURE
MARYLAND SOIL CONSERVATION DISTRICTSNATURAL RESOURCES CONSERVATION SERVICE
U.S.DEPARTMENT OF AGRICULTURE
"WESTERN UNION" FENCE WIRE SPLICE
ATTACHING WIRES TO POSTS
STAPLES
FENCE STAPLES AND WIRE ATTACHMENT
ATTACHING WOODEN BATTENS TO WIRES
SINGLE SPAN BRACE ASSEMBLY
(at corners, ends, or gates)
DOUBLE SPAN BRACE ASSEMBLY
(at corners, ends, or gates)
HIGH TENSILE SMOOTH WIRE FENCE BRACES
U.S.DEPARTMENT OF AGRICULTURE
NATURAL RESOURCES CONSERVATION SERVICE MARYLAND SOIL CONSERVATION DISTRICTS
