SIGNED_LAKE_JAMES_STREAM.pdf

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© COPYRIGHT 2016 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF SPEC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
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HEAD OF EX. RIFFLE
CONSTRUCTION SEQUENCE
1. SECURE APPROVALS FROM ALL REGULATORY AGENCIES PRIOR
TO CONSTRUCTION.
2. STAKE OUT ALL RESTORATION STRUCTURES.
3. INSTALL PUMP AROUND AT THE CULVERT INLET AND DISCHARGE
DOWNSTREAM OF CONSTRUCTION AREA.
4. PERFORM STREAM RESTORATION CONSTRUCTION IN DRY
CONDITIONS. EACH DAY'S CONSTRUCTION ACTIVITIES MUST BE A
COMPLETED WORK INCLUDING CHANNEL GRADING, STRUCTURE
BUILDING, AND MATTING INSTALLATION. DO NOT DISTURB MORE
THAN CAN BE STABILIZED IN A SINGLE DAY'S WORK.
5. APPLY RIPARIAN SEED BLEND TO ALL DISTURBED AREAS.
6. MAINTAIN PUMP AROUND TO INSTALL PIPE BAFFLES.
7. REMOVE PUMP AROUND AFTER CONSTRUCTION IS COMPLETE.
© COPYRIGHT 2016 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
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CONSTRUCTION SEQUENCE
1. SECURE APPROVALS FROM ALL REGULATORY AGENCIES PRIOR
TO CONSTRUCTION.
2. STAKE OUT ALL RESTORATION STRUCTURES.
3. INSTALL PUMP AROUND AT THE CULVERT INLET AND DISCHARGE
DOWNSTREAM OF CONSTRUCTION AREA.
4. PERFORM STREAM RESTORATION CONSTRUCTION IN DRY
CONDITIONS. EACH DAY'S CONSTRUCTION ACTIVITIES MUST BE A
COMPLETED WORK INCLUDING CHANNEL GRADING, STRUCTURE
BUILDING, AND MATTING INSTALLATION. DO NOT DISTURB MORE
THAN CAN BE STABILIZED IN A SINGLE DAY'S WORK.
5. APPLY RIPARIAN SEED BLEND TO ALL DISTURBED AREAS.
6. MAINTAIN PUMP AROUND TO INSTALL PIPE BAFFLES.
7. REMOVE PUMP AROUND AFTER CONSTRUCTION IS COMPLETE.
©COPYRIGHT 2016 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
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CONSTRUCTED LOG RIFFLE
GENERAL NOTES:
1. PLACE FABRIC ON THE UPSTREAM SIDE OF
THE MOST UPSTREAM LOG SILL IN THE
CONSTRUCTED RIFFLE
2. BOULDERS SHALL BE USED TO ANCHOR
LOGS IF NEEDED
3. IN LOW GRADIENT SANDBED SYSTEMS
TRANSPLANT AND SOD MATS MAYBE A
SUBSTITUTE FOR ANCHOR BOULDERS
4. LOGS SILLS SHALL OVERLAP AND ANCHOR
THE LOG SILL DIRECTLY UPSTREAM
5. THE LOG SILLS SHALL ALL BE DESIGNED
TO BE SUBMERGED OR COVERED AT LOW
FLOWS.
6. LOW FLOW IS CONSIDERED TO BE 1 CFS
PER DRAINAGE AREA IN COASTAL NC
TYPE 1 NON -WOVEN RIFFLE POCKET POOL
GEOTEXTILE FABRIC
FOOTERLOG
LOG CONSTRUCTED RIFFLE - PROFILE A -A'
3
C900
FILTEF
20 -
BACKFILL
SELECT MATE
DOUBLE STEP ROCK CROSS VANE
i}OFPROPOSED
BANKFULL WIDTH
A
KFULL
=E NOTE 7
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PIPE SILLS. BAFFILES
ATO BE W, WED TO 1k
F6" EXISTING PE.
SLOPE OF VANE FROM CENTERLINE
FILTER FABRIC TOP BANKFULL SHALL BE 2-5
FLOW
HEADER / AX OF 0.5'
STONE �� / POOL /
FOOTER ' / . /// / STREAMBED
STONE /��//� ELEV.
FILTER FABRIC STEP ROCK
SECTION A -A
© COPYRIGHT 2016 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS AVIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
STREAMBANK
BANKFULL ELEVATION
ANE84(
FOOTER BOULDERS
WILL BE PLACED INTO
THE EXISTING SUBTRATE A MINIMUM STREAMBED
OF THE BOULDER DIAMETER ELEVATION
SECTION B -B
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OF PROPOSED
GENERAL NOTES:
} OF PROPOSEDj
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1. ALL STONES ARE TO BE STRUCTURE STONE.
BANKFULLWIDTH
V.
�NKFULLWIDTFI
BANKFULL WIDTH
2. GAPS BETWEEN BOULDERS SHALL BE MINIMIZED BY FITTING BOULDERS
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3. DIMENSIONS AND SLOPES MAY BE ADJUSTED TO FIT BY THE DESIGN
BANKFULL
BETWEEN
ENGINEER.
ELEVATION
BOULDE
4. CONTRACTOR WILL BE REQUIRED TO FIT BOULDERS TIGHTLY.
5. FOOTER BOULDERS AND VANE BOULDERS SHALL BE NATIVE STONE OR
SHOT ROCK, CUBICAL OR RECTANGULAR IN NATURE.
6. SLOPE OF VANE FROM CENTERLINE TO THE TOP OF THE VANE ARM
SHALL BE 2-5% .
7. ELEVATION CHANGE SHALL BE SPLIT EVENLY OVER TWO DROPS.
STREAMBED
8. THERE SHALL BE NO DROP GREATER THAN 6 INCHES.
2
STREAM PIPE BAFFLES
ELEV. ./ /
/ / // WILL BE BOULDERS PLACED INTO
9 GRADE E ELEVATION OF THE TOP OFDBE
THTHE ELEVATION OF EACH AN
TO THE
C900C900TOP
OF CENTER }STONES SET
THE EXISTING SUBSTRATE
FEQUAL
OOTER ROOD S GREATER
AT ELEVATION SHOWN ON
CROSS-SECTION AMINIMUMOF
A MINIMUM OF THE ROCK
10. FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE
DIAMETER
STRUCTURE TO PREVENT WASHOUT OF SEDIMENT THROUGH BOULDER
LONGITUDINAL PROFILE
GAPS. FILTER FABRIC SHALL EXTEND FROM THE BOTTOM OF THE
FOOTER BOULDER TO THE FINISHED GRADE ELEVATION AND SHALL
BE PLACED THE ENTIRE LENGTH OF THE STRUCTURE.
ROAD SURFACE
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PIPE SILLS. BAFFILES
ATO BE W, WED TO 1k
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SLOPE OF VANE FROM CENTERLINE
FILTER FABRIC TOP BANKFULL SHALL BE 2-5
FLOW
HEADER / AX OF 0.5'
STONE �� / POOL /
FOOTER ' / . /// / STREAMBED
STONE /��//� ELEV.
FILTER FABRIC STEP ROCK
SECTION A -A
© COPYRIGHT 2016 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS AVIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
STREAMBANK
BANKFULL ELEVATION
ANE84(
FOOTER BOULDERS
WILL BE PLACED INTO
THE EXISTING SUBTRATE A MINIMUM STREAMBED
OF THE BOULDER DIAMETER ELEVATION
SECTION B -B
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1 WATER FLOW
C901BANKFULL � 2$gN�N3/ 113 "
FEATHER
OUT BANK A
20-30 DEG -
BACKFILL WITH
SELECT MATERIAL
FOOTERLOG
ROOT WAD
ANCHOR BOULDER
TIED INTO
STREAM BANK
/ GAP
3xD84
A
ROCK SILL
HEADER
BOULDER
PLAN VIEW
BANFULL
WIDTH
BANKFULL
BACKFILL WITH
SELECT MATERIAL
FILTER FABRIC
ROCKSILL
HEADER LOG
FOOTER LOG `.. STREAM BED
ELEVATION
SECTION A -A
z
C901
LOG J -HOOK ROOTWAD COMBO
STREAMBANK
FOOTER LO
WILL BE PLACED INTO
THE EXISTING SUBTRATE
AND SHALL BE A MINIMUM
STREAMBED
OF THE 18" DIAMETER
FOOTER BOULDER
ELEVATION
SECTION B -B
TYPICAL MATTING LOCATION DETAIL
GRAM COIR FIBER MATTING
BANKFULL
GENERAL NOTES:
1. FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE STRUCTURE
1/4 DIAMETER FROM THE TOP OF THE LOG. THE NAILS SHALL BE ON 12 INCH
CENTERS. FILTER FABRIC SHALL BE BURIED IN THE BOTTOM OF THE CHANNEL
AND SHALL BE PLACED THE ENTIRE LENGTH OF THE STRUCTURE.
2. A TRENCH SHALL BE DUG IN SUCH A MANNER THAT THE FOOTER LOGS A
MINIMUM OF 2/3 OF THE HEADER BOULDER IS BURIED BENEATH THE BED
SURFACE ELEVATION.
3. A HYDRAULIC EXCAVATOR WITH A BUCKET THAT CONTAINS A HYDRAULIC THUMB
SHALL BE USED TO PLACE BOULDERS AND LOGS WITH THE SUPERVISION OF THE
ENGINEER.
4. SEE SPECIAL PROVISIONS FOR HEADER AND FOOTER DIMENSIONS.
5. FOOTER LOG SHALL BE PLACED FIRST WITH HEADER LOG PLACED ON TOP PRIOR
TO BACKFILLING THE TRENCH.
6. 1/3 OF THE WAY ACROSS THE CHANNEL FROM THE OUTSIDE BANK THE HEADER
ROCK SHALL BE PLACED AT 0.2 FT ABOVE THE CHANNEL.
7. THERE SHALL BE GAPS BETWEEN THE HEADER ROCKS OF AT LEAST 3 TIMES THE
D84 OF THE CHANNEL BED.,
8. HEADER LOGS SHALL SLOPE FROM THE BED ELEVATION, AT THE HEAD OF THE
VANE, TO 1/2 BANKFULL ELEVATION AT A SLOPE OF 2%-5%. HEADER AND FOOTER
LOGS SHALL BE TIED SECURELY INTO THE BANK IN SUCH A WAY THAT IT
ELIMINATES THE POSSIBILITY OF STREAMFLOW DIVERTING AROUND THEM.
9. ANY SOIL DISTURBED DURING THE PLACEMENT OF J -HOOK VANES, SHALL BE
SEEDED USING TEMPORARY AND PERMANENT SEEDING METHODS.
10. ROOTWAD, FOOTER, AND HEADER LOGS SHALL BE CABLED TOGETHER AT THE
HORIZONTAL LOCATION OF BANKFULL
11. FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE VANE
STRUCTURE TO PREVENT WASHOUT OF SEDIMENT THROUGH BOULDER GAPS.
FILTER FABRIC SHALL EXTEND FROM THE BOTTOM OF THE FOOTER BOULDER
TO THE FINISHED GRADE ELEVATION AND SHALL BE PLACED THE ENTIRE LENGTH
OF THE STRUCTURE.
700 GRAM COIR FIBER MATTING1 1 t-1 ROCK CONSTRUCTED RIFFLE - SECTION B -B'
FROM TOE OF CHANNEL PROPOSED BANKFULL ^ ( 6„
TO 5 FT. BEYOND BANKFULL PROPOSED I 700 GRAM COIR FIBER MATTING
CHANNELTOE
5' TYP.
� OVERLA
2' LONG 1"x 2' WOOD STAKES O �
w/ 2" GALVANIZED ROOFING NAIL
AT THE TOP TO HOLD MATTING 2' LONG 1" x 2" WOOD STAKES w/ 2"
GALVANIZED ROOFING NAIL AT THE
PROPOSED w, ! 700 GRAM COIR FIBER MATTING SECTION A -ATOP TO HOLD MATTING
CHANNEL TOE FROM TOE OF CHANNEL O o 0
% TO 2 FT. BEYOND BANKFULL
- / PROPOSED BANKFULL n 11131
i4 NOTES:
i. USE WOOD STAKES 2"x2"x18" (NOT METAL) FOR MATTING
INSTALLED IN PUMP AROUND OR IN THE WET. MATTING STAKING VIEW
2. USE OF METAL STAPLES IS ACCEPTABLE WHEN
CONSTRUCTING IN THE DRY AND VEGETATION IS
ESTABLISHED PRIOR TO DIVERTING WATER.
3. 700 GRAM COIR FIBER MATTING SHALL BE PLACED ALONG 700 GRAM COIR MATTING
THE OUTSIDE OF ALL BENDS AND ALONG BOTH SIDES OF
THE CHANNEL IN TANGENT AREAS. CROSS SECTION
4. STRAW AND SEED SHALL BE PLACED UNDER THE 700
GRAM COIR FIBER MATTING TO AID SEED GERMINATION.
© COPYRIGHT 2016 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS AVIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
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____..._..... SANDBAGS
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DISSIPATOR
B'
SANDBAGS
CHANNEL BED/WORK AREA
SECTION A -A'
PUMPED EFFLUENT
DEWATERING DEVICE SEE
DETAIL PROVIDED
PLAN
© COPYRIGHT 2016 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS AVIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
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RIPARIAN PLANTING PLAN
BARE ROOTS WILL BE SELECTED FROM THE NATIVE VEGETATION SPECIES LISTED BELOW. TREES SHOULD BE PLANTED AT A DENSITY SUFFICIENT TO PROVIDE 320 TREES PER ACRE AT MATURITY.
TO ACHIEVE THIS DENSITY, APPROXIMATELY 436 (10'x10' SPACING) TO 681 (8'x8' SPACING) TREES PER ACRE SHOULD BE PLANTED INITIALLY. SHRUBS SHOULD BE PLANTED AT A DENSITY SUFFICIENT
TO PROVIDE 1200 SHRUBS PER ACRE. NO MORE THAN 20% OF ANY SPECIES SHALL BE USED. PLUGS SHALL BE USED AT THE SLOPE TOES AS NEEDED FOR STABILITY AND HABITAT.
WOODY VEGETATION NATIVE TO WESTERN NORTH CAROLINA
SHRUBS
COMMON NAME
SCIENTIFIC NAME
'BUTTONBUSH
CEPHALANTHUS OCCIDENTALIS
AMERICAN WITCH HAZEL
HAMAMELIS VIRGINIANA
*TAG ALDER
ALNUS SERRULATA
'CAROLINA WILLOW
SALIX CAROLINIANA
`ELDERBERRY
SAMBUCUS CANADENSIS
RED CHOKEBERRY
ARONIA ARBUTIFOUA*
*SILKY DOGWOOD
CORNUS AMOMUIN
*SILKY WILLOW
SALIX SERICEA
WINTERBERRY
ILEX VERTICILLATA
*NINE BARK
PHYSOCARPUS
TREES
*'BLACK WALNUT
JUGLANS NIGRA
*/**BLACK WILLOW
SALIX NIGRA
*'BLACKGUM
NYSSA SYLVATICA
**GREEN ASH
FRAXINUS PENNSYLVANICA
**RED MAPLE
ACER RUBRUM
**RIVER B1 RCH
BETULA NIGRA
'*SILVER MAPLE
ACER SACCHARINUM
"SWEETGUM
UQUIDAMBAR STYRACIFLUA
**SYCAMORE
PLANTANUS OCCIDENTALIS
*`EASTERN HEMLOCK
TSUGA CANADENSIS
*SPECIES TO
USE FOR LIVESTAKES
*TREES
TREES & SHRUBS
PER PLANS
WATER SURFACE
2
FLOODPLAIN BENCH
LIVESTAKES & FLOODPLAIN
PLUGS PER PLANS
RIPARIAN SEEDING SCHEDULE
* FOR USE WITHIN 25' RIPARIAN BUFFER. SEE E&SC SEEDING SCHEDULE FOR NON -BUFFER SEEDING SPECS.
SEEDING MIXTURE
SPECIES % COMPOSTIION
PANICUM VIRGATUM (SWITCHGRASS 10
PANICUM CLANDESTINUM (DEER TONGUE) 10
JUNCUS EFFUSUS (SOFT RUSH) 10
CAREX VULPINOIDEA (FOX SEDGE) 10
SORGHASTRUM NUTANS (INDIAN GRASS) 10
CHASMANTHIUM LATIFOLIUM (RIVER OATS) 10
ELYMUS HYSTRIX (BOTTLEBRUSH GRASS) 10
VERNONIA GIGANTEA (GIANT IRONWEED) 5
RUBECKIA HIRTA (BLACK EYED SUSAN) 5
EUPATORIUM FISTULOSUM (JOE PYE WEED) 5
RHUS TYPHINA (STAGHORN SUMAC) 5
VERBENA HASTATA (BLUE VERVAIN) 5
PENSTEMON DIGITALIS (TALL WHITE BEARD TONGUE) 5
APPLICATION:
APPLY AT A RATE OF 15LBS/ACRE,
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 4000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 5-10-10 FERTILIZER.
MAINTENANCE:
REFERTILIZE THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
E&SC TEMPORARY SEEDING SCHEDULE
DO NOT USE WITHIN 25' RIPARIAN BUFFER. SEE RIPARIAN SEEDING SCHEDULE FOR BUFFER SEEDING SPECS
LATE WINTER & EARLY SPRING (FEB 15 -MAY 15)
SPECIES RATE (LB/ACRE)
RYE GRAIN 120
AND
KOREAN LESPEDEZA 50
SUMMER (MAY 15 -AUGUST 15)
SPECIES RATE (LB/ACRE)
GERMAN MILLET
OR
TALL FESCUE
FALL (AUGUST 15 -DECEMBER 15)
SPECIES RATE (LB/ACRE)
SOIL PREPARATION:
SOIL TEST: SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT
(PHOSPHORUS, POTASSIUM, CALCIUM AND MAGNESIUM) LEVELS ARE IN A RANGE
THAT FAVOR TURFGRASS GROWTH. THE SOIL TEST REPORT WILL INDICATE
NEEDED AMOUNTS OF FERTILIZER AND/OR LIME.
CLEAN AND ROUGH GRADE: REMOVE ALL DEBRIS FROM THE LOCATION TO BE
PLANTED. THIS INCLUDES ROCKS, BOTTLES, LARGE ROOTS AND OLD TREE TRUNKS.
IF EXTENSIVE GRADING IS NEEDED, REMOVE THE TOPSOIL AND STOCKPILE IT FOR
REPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED.
THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING,
RYE GRAIN 120 ESPECIALLY IF THE GROUND IS WET. THIS COMPACTED LAYER MUST BE BROKEN
UP. A SPRING -TOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS: A
SOIL AMENDMENTS SMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES.
FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2000 LB/ACRE GROUND DEEP TILLAGE: ROTOTILLING LOOSENS COMPACTED SOIL AND IMPROVES THE
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. INCREASE FERTILIZER SPEED AND DEPTH OF ROOTING. A TRACTOR -MOUNTED OR SELF-PROPELLED
RATE TO 1000 LB/ACRE IN THE FALL. TILLER WILL ADEQUATELY TILL THE SOIL. TAKE CARE NOT TO DESTROY THE
MULCH EXISTING TREES IN THE LAWN. CUTTING TOO MANY TREE ROOTS DURING SOIL
APPLY 4000-5000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OR ANOTHER SUITABLE TILLAGE CAN SEVERELY DAMAGE OR KILL A TREE. TREES CAN ALSO BE
MULCHING MATERIAL. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, ORA MULCH SUFFOCATED BY DEEPLY COVERING THE ROOTS WITH SOIL. IF ADDITIONAL SOIL IS
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A NECESSARY AT A TREE BASE, CONSTRUCT A "TREE WELL."
MULCH ANCHORING TOOL.
MAINTENANCE REPLACE THE TOPSOIL: ONCE THE SUBSURFACE IS ESTABLISHED, RETURN THE
REFERTILIZE IF GROWTH IN NOT FULLY ADEQUATE. RESEED, FERTILIZER, AND MULCH TOPSOIL AND SPREAD UNIFORMLY OVER THE ENTIRE AREA. ALLOW FOR AT LEAST
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. TOPDRESS WITH 50 LB/ACRE OF 6 TO 8 INCHES OF DEPTH AFTER THE SOIL HAS SETTLED. THIS MEANS PLACING
NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE ABOUT 8 TO 10 INCHES OF TOPSOIL OVER THE SUBSURFACE. IMPROVE THE SOIL BY
15, OVERSEED WITH 50 LB/ACRE KOREAN LESPEDEZA IN LATE FEBRUARY OR EARLY ADDING ORGANIC MATTER. THIS IMPROVES WATER RETENTION IN SANDY SOILS
MARCH. AND DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING.
© COPYRIGHT 2016 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS AVIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.
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