NCC230119_Site Plan or Location Map_20230113

EROSION CONTROL PLAN LOT 1 VALOR WOODS
HEET
CONTROL PLAN
SOILS MAP
I CONTROL DETAILS
I CONTROL DETAILS
I CONTROL DETAILS
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FOR AGENCY REVIEW 2-3-2022

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FOR AGENCY REVIEW 2-3-2022
S P-202205-VALOR-LOT1

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CONTACT PERSON VAN GROCE JR [phone]
WHEN EROSION AND SEDIMENT CONTROL ISSUES ARISE
DURING CONSTRUCTION AND UNTIL THE SITE HAS BEEN
PERMANENTLY STABILIZED AND RELEASED FROM
REQUIREMENTS OF THE PERMITS.
DESCRIPTION: EROSION CONTROL PLANS FOR LOT 1 IN
VALOR WODDS SUBDIVISION.
THE EXISTING ROAD IS GRAVEL
DISTURBED AREA- 1.5 Ac
/
RIVER BASIN: CAPE FEAR
WATERSHED: WS-III
FLOOD ZONE: ZONE X - MINIMAL RISK AS PER MAP
3710853400J
WETLANDS: NA
/ SOILS TYPE: Ghb & FaB
EROSION CONTROL MEASURES
SILT FENCE IN THE LOW SIDES,CHECK DAMS WITH WEIRS
AND EXCAVATED STORAGE, TEMP DIVERSIONS WITH
STRAW WITH NET, CONSTRUCTION ENTRANCE. AND PIPE
TEMPORARY DIVERSIONS
DETAILS
I NOTE: ALL SWALES 1.5' TOTAL
LINER
TEMP DI
TYPE
LINER
SIDE
SLOPE
SLOPE
DEPTH
LINER
TOP
WIDTH
BOTTOM
WIDTH
1
TRI
STRAW WITH NET
3:1
1.0%
0.9'
5.4'
0
2
TRI
STRAW WITH NET
3:1
1.0%
1 0.75'
4.5'
0
LEGEND
LOD LIMITS OF DISTURBANCE
FLOW DIRECTION
-SF —SF —SF - SILT FENCE
DIVERSION DITCH WITH LINER
WATTLE
®
SILT FENCE OUTLET
34
PIPE APRON
- - - - - - -
DRIVEWAY PIPE
12'x50'X6" CONSTR
ENTRANCE
CHECK DAM WITH WEIR AND
EXCAVATED STORAGE 2 x 6 x
6 FEET - MIN VOLUME - 72 CF
COCONUT FIBER
swn
STRAW WITH NET
-x-X-X-X-X-X-X-X- EXCELSIOR MAT
CONSTRUCTION SEQUENCE RESIDENTIAL LOTS
1) OBTAIN SEDIMENT CONTROL APPROVAL FROM THE STATE OR LOCALAGENCY. CONTRACTOR TO CONTACT LAND QUALITYAT 910-433-3300 BEFORE ANY WORK BEGINS ON THE PROJECT
EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE (COC) MUST BE OBTAINED BY THE OWNER / CONTRACTOR BEFORE ANY LAND DISTURBING ACTIVITIES OCCUR.
THE COC CAN BE OBTAINED BY FILLING OUT THE ELECTRONIC NOTICE OF INTENT (E-NOI) FORM AT DEQ.NC.GOV/NCG01. PLEASE NOTE, THE E-NOI FORM MAY ONLY BE FILLED OUT ONCE THE PLANS
HAVE BEEN APPROVED. A COPY OF THE E&SC PERMIT, THE COC, AND A HARD COPY OF THE PLAN MUST BE KEPT ON SITE, PREFERABLY IN A PERMITS BOX, AND ACCESSIBLE DURING INSPECTION.
2) A PRE-COSTRUCTION MEETING BETWEEN THE OWNER, THE CONTRACTOR AND THE ENGINEER IS RECOMMENDED PRIOR TO CONSTRUCTION THE CONTRACTOR SHOULD OUTLINE AND FAMILIARIZE
HIMSELF WITH ALL LAND -DISTURBING ACTIVITIES NECESSARY TO COMPLETE THE PROPOSED PROJECT PRIOR TO BEGINNING THE PROJECT.
3) OWNER/ CONTRACTOR TO INSTALL BUILDER BOX AND RAIN GAGE AT SITE. PLACE SOIL EROSION APPROVAL CARD AND A COPY OF PLANS IN BOX. BEGIN SELF -INSPECTION OF THE INSTALLATION
AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS ARE TO BE CONDUCTED ONCE EACH WEEK AND AFTER EVERY 1"
RAIN. CONTINUE UNTIL GROUND COVER IS ESTABLISHED AND SITE IS APPROVED.
4) INSTALL SOIL EROSION MEASURES NECESSARY TO PROTECT THE PERIMETER OF THE SITE
-INSTALL CONSTRUCTION ENTRANCES AND SILT FENCE
- INSTALL TEMPORARY DIVERSIONS AS SHOWN ON PLAN WITH THE INDICATED LINER.
5) CLEAR AND GRUB REMAINING AREAS. SEED DENUDED AREAS WITHIN 14 CALENDAR DAYS. CLEAN SKIMMER BASINS AND EXCAVATED CHECK DAMS WHEN SEDIMENT REACHES HALF OF THE
CAPACITY AND MAINTAIN TEMPORARY DIVERSIONS.
6) INSPECT TEMPORARY DIVERSIONS AND SWALES ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE.
CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL
GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
7) SEED AND MULCH BARE AREAS. GROUND COVER SHALL BE PROVIDED ON EXPOSED SLOPES AS PER THE GROUND STABILIZATION TIMETABLE AND SEEDING SPECIFICATIONS. TEMPORARY SEEDING
AND/OR MULCHING MAY BE NECESSARY DURING EXTREME WEATHER CONDITIONS WITH PERMANENT VEGETATION MEASURES DELAYED UNTIL MORE SUITABLE INSTALLATION TIME.
PERMANENT GROUND COVER WILL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS WHICHEVER IS SHORTER).
8) MAINTAIN SOIL EROSION CONTROL MEASURES UNTILALL UPGRADE DRAINAGE AREAS HAVE BEEN STABILIZED AND PERMANENT GROUND COVER IS ESTABLISHED.
9) WHEN CONSTRUCTION ACTIVITIES ARE COMPLETE AND ALL SOIL AREAS STABILIZED THE OWNER / CONTRACTOR IS TO REMOVE SKIMMER BASIN AND/OR OTHER STRUCTURES AND SEED AND MULCH
AREA. BASINS ARE TO BE BROUGHT TO FINAL GRADE AND SEEDED. WHEN SWALES EXTEND THROUGH TEMPORARY BASINS LOCATIONS, SEED, MULCH AND INSTALL DITCH LINERS IMMEDIATELY UPON
REMOVAL OF THE TEMPORARY SEDIMENT BASINS. PERIMETER SILT FENCE SHOULD REMAIN IN PLACE UNTIL TOTAL FINAL STABILIZATION HAS BEEN ACHIEVED.REMOVE ALL OTHER TEMPORARY
EROSION CONTROL MEASURES AS DIRECTED, SEED, FERTILIZE AND MULCH RESULTING DISTURBED AREAS. CLEAR ALL DEBRIS AND SEDIMENT ACCUMULATION. ESTABLISH PERMANENT STABILIZING
VEGETATION DURING THE APPROPRIATE TIME OF YEAR.
10) UPON ESTABLISHED AND STABILIZED VEGETATION, CALL FOR FINAL INSPECTION BY DENR - LAND QUALITY.
11) NOTIFICATION OF COMBINED SELF -MONITORING AND SELF -INSPECTION FORM
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES INSPECT PROJECT AFTER EACH PHASE OF THE
PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED.
RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS BECAME EFFECTIVE OCTOBER 1, 2010.
TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS AND NPDES SELF -MONITORING REPORTS, A COMBINED FORM IS NOW AVAILABLE. THE NEW FORM WAS DEVELOPED TO SATISFY THE
REQUIREMENTS OF THE SEDIMENTATION POLLUTION CONTROL ACT AND THE NPDES STORM WATER PERMIT FOR AGENCY REVIEW ACTIVITIES, NCG 010000. BEGINNING AUGUST 1, 2013, THE DIVISION OF
ENERGY, MINERAL, AND LAND RESOURCES IS RESPONSIBLE FOR ADMINISTERING BOTH THE SPCAAND THE NPDES STORM WATER PERMIT FOR AGENCY REVIEW ACTIVITIES, NCG 010000. THE COMBINED
FORM SHOULD MAKE IT EASIER TO COMPLY WITH SELF -INSPECTION REQUIREMENTS.
THE COMBINED SELF -MONITORING FORM IS AVAILABLE AS A PDF AND WORD DOCUMENT FROM THE LAND QUALITY WEB SITE,
HTTP://PORTAL. NCDENR.ORG/WEB/LR/EROSION
IF YOU HAVE QUESTIONS, PLEASE CONTACT THE LAND QUALITY SECTION AT THE FAYETTEVILLE REGIONAL OFFICE AT [phone].
12) WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC PLAN. AFTER DEMLR INFORMS THE PERMITTED OF THE PROJECT CLOSE OUT, VIA INSPECTION
REPORT, THE PERMITTED SHALL VISIT DEQ.NC.GOV/NCG01 TO SUBMITAN ELECTRONIC NOTICE OF TERMINATION (E-NOT). A $100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE (E-NOT)
HAS BEEN FILLED OUT.
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FILE:
S P-202205-VALOR-LOT1

MAINTENANCE:
-INSPECT SEDIMENT FENCE AT LEAST ONCE A WEEK AND AFTER EACH
RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY
-SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR OR
DECOMPOSE, REPLACE IT PROMPTLY
- REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON
THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING
CLEANOUT.
- REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS
AND BRING THE AREA TO GRADE AND STABILIZE ITAFTER THE
CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
8'-0 MAX STANDARD STRENGTH FABRIC WITH WIRES
6-0" MAX EXTRA STRENGTH FABRIC WITH OUT WIRES
MINIMUM 10fIN
SILT FENCE FABRIC
STALLEOTosE.oNo INIMUM 12-1/2 GAUGE
GAUGE LINEWIRE FROM TOP
INTERMEDIATE WIRES
WIRES
GRADE
N AND 4" FORWARDTHE TRENCH / 6/1
FRONT VIEW
STEEL POST
NOTE: WOVEN WIRE FABRIC
SILT FENCE FABRIC * FOR REPAIR OF SILT
USE SILT FENCE ONLY FENCE FAILURES, USE
WHEN DRAINAGE AREA 3 _0< No. 57 WASHED STONE
DOES NOT EXCEED 1/4 2 FILL SLOPE FOR ANCHOR WHEN
ACRE AND NEVER IN N SILT FENCE IS
AREAS OF CONCENTRATED (GRADE ,:n PROTECTING CATCH
=..
FLOW. BASIN.
z'-o°
(~ 4"
ANCHOR SKIRT 8" DOWN & 4"
FORWARD
SIDE VIEW
INSTALLATION DETAIL OF SEDIMENT FENCE
MAINTENANCE:
INSTALLATION:
INSPECT ALL MULCHES OR DITCH LINERS
Products designed to control erosion should be installed in
PERIODICALLY, AND AFTER RAINSTORMS TO
accordance with manufacturer's instructions. Any mat or
CHECK FOR RILL EROSION, DISLOCATION OR
blanket -type product used as a protective mulch should
FAILURE. WHERE EROSION IS OBSERVED,
provide cover of at least 30% of the surface where it is
APPLY ADDITIONAL MULCH. IF WASHOUT
applied. Installation is illustrated in the Figure.1. Apply lime,
OCCURS, REPAIR THE SLOPE GRADE,
fertilizer, and seed before laying the net or mat.
RESEED AND REINSTALL MULCH OR DITCH
2. Start laying the net from the top of the channel or slope,
LINER. CONTINUE INSPECTIONS UNTIL
and unroll it down the grade. Allow netting to lay loosely on
uIe sou o[ nlulcn cove[ oui wunoui w[u[rcles-ao not sueicn.
3. To secure the net, bury the upslope end in a slot or trench
no less than 6 inches deep, cover with soil, and tamp firmly
as shown in the Figure. Staple the net every 12 inches
across the top end and every 3 ft around the edges and
bottom. Where 2 strips of net are laid side by side, the
adjacent edges should be overlapped 3 inches and stapled
together. Each strip of netting should also be stapled down
the center, every 3 ft. Do not stretch the net when applying
staples.
4. To join two strips, cut a trench to anchor the end of the
new net. Overlap the end of the previous roll 18 inches, as
shown in the Figure, and staple every 12 inches just below
the anchor slot.
IN CHANNELS, ROLL OUT STRIPS OF NETTING PARALLEL TO THE
DIRECTION OF FLOW AND OVER THE PROTECTIVE MULCH.
ANCHOR NETTING IN
A 12—INCH TRENCH
INSTALLATION OF NETTING AND MATTING
(MODIFIED FROM VA. DIV. OF FORESTRY)
contact area
Desologn i p IWngh
Design depth
Design thicT(n- III �lI—
OR FILTER FDABIRICI"'
Design thickness
A) V—SHAPED RIPRAP CHANNEL
REGULAR
SILT
FENCE STEEL HARDWARE" FABRIC
#57 STONE —
FABRIC 8" DOWN AND 4"
FORWARD ALONG THE
TRENCH
NOTES-
- HARDWARE FABRIC SHALL BE A MIN. OF 36" IN WIDTH AND SHALL BE
FASTENED WITH TIES TO THE POST.
- STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE
SELF -FASTENER ANGLE STEEL TYPE.
REGULAR SILT
STEEL _ice
FENCE I -IA PI-MAIA DIP:
EMBEDMENT LENGTH: STEEL
POST = 2'-0"
MAINTENANCE:
-INSPECT SEDIMENT FENCE AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY
-SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR OR DECOMPOSE, REPLACE IT
PROMPTLY.
- REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR
THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING
THE FENCE DURING CLEANOUT.
- REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO
GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED.
MSILT FENCE OUTLET SECTION E
NTS
SECURE MATTING USING STEEL STAPLES, WOOD STAKES, OR
BIODEGRADABLE EQUIVALENT. STAPLES
MUST BE "U" OR "T" SHAPED STEEL WIRE HAVING A MINIMUM GAUGE OF
NO. 11 AND NO. 8 RESPECTIVELY. "U" SHAPED STAPLES MUSTAVERAGE
1
1 TO 12 INCHES WIDE AND BE A MINIMUM OF 6 INCHES LONG. "T"
SHAPED STAPLES MUST HAVE A MINIMUM 8 INCH MAIN LEG, A MINIMUM 1
INCH
SECONDARY LEG, AND A MINIMUM 4 INCH HEAD. WOOD STAKES MUST
BE ROUGH -SAWN HARDWOOD, 12 TO 24 INCHES IN LENGTH, 1x3 INCH IN
CROSS SECTION, AND WEDGE SHAPEDAT THE BOTTOM.
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2"-3" COARSE AGGREGATE NOTE:
NOTES: APPLICABLE AT ALL POINTS OF
INGRESS & EGRESS UNTIL SITE IS
a. GRAVEL PAD TO BE 12'x 50' AND 6" THICK STABILIZED, FREQUENT CHECKS OF
THE DEVICE AND TIMELY
MINIMUM MAINTENANCE MUST BE PROVIDED.
b. TURNING RADIUS SUFFICIENT TO
ACCOMMODATE LARGE TRUCKS IS TO BE
PROVIDED.
c. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE
FOR MAXIMUM UTILITY BY ALL CONSTRUCTION
VEHICLES.
MAINTENANCE:
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT
FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC
TOPDRESSING WITH 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY
STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY
IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR
TRACKED ONTO PUBLIC ROADWAYS.
r3_'�TEMPORARY CONSTRUCTION ENTRANCE/EXIT
CLASS B RIP RAP
STAPLES
ti #5 WASH STON
EXCELSIOR )' 'THICK
2• MAT" '...
� 4' :12" FLOW24 ,.�...:./.
at center. MAX DEPTH 2'
rL �� SEE PLANS
ram` Filter fabric FOR PIT SIZE.
<u� SIZE SHOWN
ON PLANS IS
`L 6] 18" Mq BOTTOM DIM. T:
\ 61 SECTION A -A k
6" WIRE STAPLE Stone should be placed over the channel banks to keep water
1 FORM - 5 DICE PATTERN from cutting around the dam.
MAINTENANCE:
INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR
GREATER) RAINFALL EVENTAND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER
5 EXCELSIOR MAT LINED DITCH DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED.
EC1 ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS
AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS
BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN SUCH AS, INSTALLING A PROTECTIVE RIPRAP LINER IN
THAT PORTION OF THE CHANNEL (PRACTICE 6.31, RIPRAP-LINE AND PAVED CHANNELS).
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL
VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS
FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT
AND CROSS SECTION.
STONE CHECK DAM WITH EXCAVATED STORAGE
contact area 2i Design top width
Design top width _
Design depth III - _ CLASS B RIPRAP
Design thickness -II 711 _ _ = III = ll I_ Design thickness
GRAVEL BEDDING / ll GRAVEL BEDDING
OR FILTER FABRIC OR FILTER FABRIC
C} PARABOLIC -SHAPED RIPRAP CHANNEL B) TRAPEZOIDAL RIPRAP CHANNEL
MAINTENANCE OF RIPRAP CHANNELS
INSPECT CHANNELS AT REGULAR INTERVALS AS WELLAS AFTER MAJOR RAINS, AND MAKE
REPAIRS PROMPTLY. GIVE SPECIAL ATTENTION TO THE OUTLET AND INLET SECTIONS AND
OTHER POINTS WHERE CONCENTRATED FLOW ENTERS. CAREFULLY CHECK STABILITY AT ROAD
CROSSINGS, AND LOOK FOR INDICATIONS OF PIPING, SCOUR HOLES, OR BANK FAILURES.
MAKE REPAIRS IMMEDIATELY. MAINTAIN ALL VEGETATION ADJACENT TO THE CHANNEL IN
A HEALTHY, VIGOROUS CONDITION TO PROTECT THE AREA FROM EROSION AND SCOUR DURING
OUT -OF -BANK FLOW.
NOTES:
TO BE USED WHERE EXCESSIVE STORMWATER
VELOCITIES PROHIBIT VEGETATIVE LININGS.
SIZE OF STONE MUST BE DETERMINED BY
APPROPRIATE DESIGN PROCEDURE.
70RIP RAP LINED CHANNELS
MAINTENANCE OF GRASS SWALE:
MAINTENANCE OF GRASSED SWALES INVOLVES GROOMING THE VEGETATION AND OCCASIONALLY REMOVING TRASH. IF NATIVE
VEGETATION IS USED INSTEAD OF TURF, VEGETATION HAS TO BE MOWED ONLY SEASONALLY TO RETARD THE GROWTH OF WOODY
VEGETATION. ROUTINE MOWING IS REQUIRED IF TURF GRASSES ARE USED. THE RECOMMENDATION IS THAT GRASS BE CUT NO LOWER THAN
2 INCHES. IN ADDITION, THE GRASS SHOULD BE ALLOWED TO GROW TO THE MAXIMUM HEIGHT CONSISTENT WITH THE SPECIES AND
AESTHETIC REQUIREMENTS. SWALES POPULATED WITH WETLAND VEGETATION OR OTHER LOW -MAINTENANCE GROUND COVER DO NOT
REQUIRE MOWING OF THE CHANNEL. THE FREQUENCY OF TRASH REMOVAL DEPENDS ON THE LOCATION AND ATTRACTIVENESS OF THE
SWALE AS A DISPOSAL SITE.
EXCESSIVE SEDIMENT SHOULD NOT ACCUMULATE IF EROSION IS CONTROLLED ADEQUATELY UPSTREAM.
HOWEVER, IF EXCESSIVE SILTATION OCCURS, THE SEDIMENT MUST BE REMOVED PERIODICALLY (NO LESS THAN ONCE ANNUALLY).
SEDIMENT THAT ACCUMULATES IN THE SWALE MAY BE PRONE TO RESUSPENSION DURING LARGE STORM EVENTS AND CAN KILL THE GRASS.
SEDIMENT SHOULD BE REMOVED WHEN IT REACHES A DEPTH OF 1 INCHES OR WHEN IT COVERS THE GRASS.
ADDITIONAL ANNUAL MAINTENANCE ACTIVITIES ARE AS FOLLOWS:
REPAIR EROSION AND REGRADE THE SWALE TO ENSURE THAT RUNOFF FLOWS EVENLY IN A
THIN SHEET THROUGH THE SWALE.
REVEGETATE THE SWALE AS NEEDED TO MAINTAIN A DENSE GROWTH.
��GRASS SWALE DETAIL
EC1
TYPIC
FLARE
SECTII
do = PIPE DIA
La = APRON LENGTH
W = APRON WIDTH
3 X PIPE 0 MIN
d = APRON DEPTH
NOTES:
MAINTENANCE:
RIPRAP INSPECT RIPRAP OUTLET STRUCTURES
WEEKLY AND AFTER SIGNIFICANT (1/2
INCH OR GREATER) RAINFALL EVENTS
TO SEE IF ANY EROSION AROUND OR
BELOW THE RIPRAP HAS TAKEN PLACE,
OR IF STONES HAVE BEEN DISLODGED.
IMMEDIATELY MAKE ALL NEEDED
REPAIRS TO PREVENT FURTHER
DAMAGE.
ISOMETRIC VIEW
PLAN
�~ La
SLOPE 0 % I I FLOW
SECTION A\
Filter blanket
SEE APPROPRIATE SCHEDULE FOR DIMENSIONS
1. La is the length of the riprap apron.
2. d = 1.5 times the maximum stone diameter but
not less than 6"
3. A filter blanket or filter fabric should be
installed between the riprap and soil foundation.
9 PIPE OUTLET TO FLAT AREA -NO WELL DEFINED CHANEL
SLOPE INSTALLATION
DETAIL
A
12" 30cm
co, fl--to.
2„-5„
;•.;•.: .:::-:
) —
1. Prepare soil before installing rolled erosion
control products (RECPs), including any
0
necessary application of lime, fertilizer, and
seed.
6"
®
2. Begin at the top of the slope by anchoring the
3B
(15cm)
RECPs in a 6"(15cm) deep X 6"(15cm) wide
trench with approximately 12" (30cm) of RECPs
extended beyond the up -slope portion of the
trench. Anchor the RECPs with a row of
staples/stakes approximately 12" (30cm) apart
in the bottom of the trench. Backfill and
compact the trench after stapling. Apply seed
to the compacted soil and fold the remaining
12"(30cm) portion of RECPs back over the
^ ^ —I I I —I I I —I I
seed and compacted soil. Secure RECPs over
i I I —I I —I I
compacted soil with a row of staples/stakes
I I —III —III —III —III
spaced approximately 12"(30cm) apart across
the width of the RECPs.
i 1—I I I —I I I —I I I —I I I —I I
I I —I I I —I I I —I I I —I I I
3. Roll the RECPs (A) down or (B) horizontally
-1—I
—I I I —I I I —III —III —III —I I
across the slope. RECPs will unroll with
^ ^ -III—II I —III —III —III —III
appropriate side against the soil surface. All
3A I I —I I I —I I I —I I I —I I I —I I I —I I
RECPs must be securely fastened to soil
—I 1 I —I I I —I I I —I 1 I —I I=III
surface by placing staples/stakes in appropriate
-I I I —I I I —I I I I I=
locations as shown in the staple pattern guide.
I I —I I I 1 I —I I=I
I=I I I=III—
4. The edges of parallel RECPs must be stapled
10
_III
with approximately 2" - 5" (5-12.5cm) overlap
=I
depending on the RECPs type.
I= 3"(7.5cm)
5. Consecutive RECPs spliced down the slope
must be end over end (Shingle style) with an
approximate 3"(7.5cm) overlap. Staple through
overlapped area, approximately 12"(30cm)
0
apart across entire RECPs width.
Drawing Not To Scale
NORTH
AMERICAN
Disclaimer-:
The information presented herein is general design information only. For specific applications,
GREEN
consult an independent professional for further design guidance.
5401 St. Wendel - Cynthiana Rd. PH: 800-772-2040
Poseyville, IN 47633 www.nagreen.com
Drawn on: 64.17
OLLED EROSION CONTROL PRODUCTS (RECP
1 1 SEEDING SCHEDULE
EC1
Seedbed Preparation
1. Chisel compacted areas.
2. Disc all areas to receive grass to a minimum of 6".
3. Remove all loose rock, roots and other debris leaving the surface reasonably smooth and uniform.
4. Apply agricultural lime, fertilizer, and phosphate uniformly as per seeding schedule and mix with soil.
5. Continue tillage until a well pulverized, firm reasonably uniform seedbed is prepared 4" to 6" deep.
6. Seed at the rate specified and achieve and maintain a minimum 90% coverage.
FLOW 7. Mulch immediately after seeding and anchor mulch.
8. Inspect all seeded areas and make necessary repairs or re -seeding within the planting season, if
possible. If stand should be over 60% damaged, reestablish following original lime, fertilizer and seeding
rates.
9. Consult conservation inspector on maintenance treatment and fertilization after permanent cover is
established.
Temporary Seeding Recommendations for Late Winter and Early Spring
Seeding mixture
Species Rate (lb/acre)
Rye (grain) 120
Annual lespedeza (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains) 50
Omit annual lespedeza when duration of temporary cover is not to extend
beyond June.
Seeding dates
Mountains -Above 2500 ft: Feb. 15 - May 15
Below 2500 ft: Feb. 1 - May 1
Piedmont - Jan. 1 - May 1
Coastal Plain - Dec. 1 -Apr. 15
Soil Ammendments
Follow recommendations of soil texts or apply 2,000 lb/acre ground
agricultural limestone and 750 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, neeting,
or a mulch anchoring tool. Adisk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Inspect all mulches or ditch liners periodically, and after rainstorms to check for rill erosion, dislocation
or failure. Where erosion is observed, apply additional mulch. If washout occurs, repair the slope
grade, reseed and reinstall mulch or ditch liner. Continue inspections until vegetation is firmly
established.
Temporary Seeding Recommendations for Summer
Seeding mixture
Species Rate (lb/acre)
German millet 40
In the Piedmont and Mountains, a small -stemmed Sudangrass may be
substituted at a rate of 50 lb/acre.
Seeding dates
Mountains -May 15 -Aug. 15
Piedmont - May 1 -Aug. 1
Coastal Plain -Apr. 15 -Aug. 15
Soil Ammendments
Follow recommendations of soil texts or apply 2,000 lb/acre ground
agricultural limestone and 750 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, neeting,
or a mulch anchoring tool. Adisk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, fertilize and mulch
immediately following erosion or other damage.
TABILIZATION TIME TABLE
SE
Temporary Seeding
Recommendations for Fall
'NOTE:
In loose soil conditions, the use of
staple or stake lengths greater than
5"(15cm) may be necessary to
properly secure the RECPs.
Seeding mixture
Species Rate (lb/acre)
Rye (grain) 120
Seeding dates
Mountains -Aug. 15 - Dec. 15
Coastal Plain and Piedmont -Aug. 15 - Dec. 30
Soil Ammendments
Follow soil texts or apply 2,000 lb/acre ground agricultural limestone and
1000 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, neeting,
or a mulch anchoring tool. Adisk with blades set nearly straight can be
used as a mulch anchoring tool.
Maintenance
Repair and refertilize damaged areas immediately. Topdress with 50
lb/acre of nitrogen in March. If it is necessary to extend temporary cover
beyond June 15, overseed with 50 lb/acre Kobe (Piedmont and Coastal
Plain) or Korean (Mountains) lespedeza in late February or early March.
)ING SPECIFICATIONS
APPLY 4,000 LBS DOLOMITIC LIMESTONE PER ACRE.
APPLY 1,200 LBS 10-10-10 FERTILIZER PER ACRE FOR GRASS SEEDINGS OR:
APPLY 1,200 LBS 5-10-10 FERTILIZER PER ACRE FOR LEGUME SEEDING.
LIME AND FERTILIZER ARE TO BE DISKED INTO THE SOIL SURFACE TO A MINIMUM
DEPTH OF 4 INCHES.
MULCH = 2 TONS/ACRE - SMALL GRAIN STRAW ANCHOR -ASPHALT EMULSION 400
GAL/ACRE
THE FOLLOWING ARE SEEDING RATES OF GRASS AND GRASS -LEGUME MIXTURES FOR
DIFFERENT TIMES OF THE YEAR. THESE RECOMMENDATIONS ARE FOR THE
ESTABLISHMENT OF A PERMANENT VEGETATIVE COVER. TEMPORARY VEGETATIVE
SEEDING WILL REQUIRE DIFFERENT RATES AND MIXTURES.
SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:7,
DATE TYPE PLANTING RATE
AUG 15-NOV 1 TALL FESCUE 300 LBS/ACRE
NOV 1- MARCH 1 TALL FESCUE & 300 LBS/ACRE
ABRUZZI RYE 25 LBS/ACRE
MARCH 1-APRIL 15 TALL FESCUE 300 LBS/ACRE
APRIL 15-JUNE 30 HULLED COMMON 25 LBS/ACRE
BERMUDA GRASS
JULY 1 -AUGUST 15 TALL FESCUE AND 120 LBS/ACRE
BROWNTOP MILLET 35 LBS/ACRE
STABILIZATION TIMEFRAME TABLE (CALENDAR DAYS)
SITE AREA DESCRIPTIONS
STABILIZATION
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES,
7 DAYS
NONE
DITCHES & SLOPES
HIGH QUALITY WATER (HQW)
7 DAYS
NONE
ZONES
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 1 Y OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
7 DAYS
7 DAYS FOR SLOPES GREATER THAN 50 FEET IN
LENGTH
ALL OTHER AREAS WITH
7 DAYS
NONE ( EXCEPT FOR PERIMETER AND HQW ZONES)
SLOPES FLATTER THAN 4:1
SLOPES 3:1 TO 2:1
DATE TYPE PLANTING RATE
AUG 15-NOV 1 SERICEA LESPEDEZA 50 LBS/ACRE
(SCARIFIED)
NOV 1- MARCH 1 ADD TALL FESCUE 120 LBS/ACRE
MARCH 1-APRIL 15 ADD TALL FESCUE AND 120 LBS/ACRE
BROWNTOP MILLET 35 LBS/ACRE
APRIL 15-JUNE 30 SERICEA LESPEDEZA 70 LBS/ACRE
(UNHULLED-UNSCARIFIED)
JULY 1 -AUGUST 15 ADD ABRUZZI RYE 25 LBS/ACRE
TEMPORARY: RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT
VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT BEFORE
MOWING, OTHERWISE FESCUE MAY BE SHADED OUT.
AFTER SEEDING THE AREA IT IS TO BE ROLLED OR CULTIPACKED TO INSURE THAT
THE SEED IS PRESSED INTO CONTACT WITH THE SOIL SURFACE.
ALL SEEDED AREAS ARE TO BE MULCHED WITH STRAW MULCH AT THE RATE OF 2
TONS PER ACRE (APPROXIMATELY 100 BALES PER ACRE).
MULCH TO BE ANCHORED BY HITHER BY MECHANICAL MEANS OR WITH ASPHALT
TACK.
PRIOR TO MULCHING, SURFACE -ROUGHEN AREAS BY ROLLING WITH A CRIMPING OR
PUNCHING TYPE ROLLER. USING HEAVY EQUIPMENT OR HAND TOOLS TO "CRIMP"
OR "PUNCH" STRAW INTO THE SOIL MAY BE SUFFI CIENT WHEN THE SOIL IS NOT TOO
SANDY. IDEALLY, SOME STRAW IS PARTIALLY BURIED DURING CRIMPING, WHICH
HOLDS IT IN PLACE AND MAY INCREASE INFI LTRATION RATES.
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EC11
FILE:
EC1
FOR AGENCY REVIEW 2-3-2022
EC202205-VALOR LOT 1

SILT FENCE WATTLE BREAK DETAIL
ISOMETRIC VIEW
SILT FENCE
POST �� 9 FT. �I
2' WOODEN
STAKE
2"
4 FT.�
2 FT.
12" WATTLE
VIEW FROM SLOPE
SILT FENCE
Soil preparation
Test soil to determine the exact requirements for lime and fertilizer. Soil tests may be conducted by the State soil testing lab or a reputable
commercial laboratory. Information on free soil testing is available from the Agronomic Division of the North Carolina Department of Agriculture
or the Agricultural Extension Service.
Where sodding must be planned without soil tests the following soil amendments may be sufficient:
• Pulverized agricultural limestone at a rate of 2 tons/acre (100 Ib/1,000 ft2)
• Fertilizer at a rate of 1,000 lb/acre (25 Ib/1,000 ft2) of 10-10-10 in fall or 5-10-10 in spring. Equivalent nutrients may be applied with other
fertilizer formulations.
These amendments should be spread evenly over the area, and incorporated into the top 4-8 inches of soil by disking, harrowing, or other
effective means.
Prior to laying sod, clear the soil surface of trash, debris, roots, branches, stones, and clods larger than 2 inches in diameter. Fill or level low
spots in order to avoid standing water. Rake or harrow the site to achieve a smooth and level final grade.Complete soil preparation by rolling or
cultipacking to firm the soil. Avoid using heavy equipment on the area, particularly when the soil is wet, as this may cause excessive compaction,
and make it difficult for the sod to take root.
Sod installation
1. Moistening the sod after it is unrolled helps maintain its viability. Store it in the shade during installation.
2. Rake the soil surface to break the crust just before laying sod. During the summer, lightly irrigate the soil, immediately before laying the sod to
cool the soil, reduce root burning, and dieback.
3. Do not sod on gravel, frozen soils, or soils that have been treated recently with sterilants or herbicides.
4. Lay the first row of sod in a straight line with subsequent rows placed paralled to and butting tightly against each other. Stagger strips in a
brick -like pattern. Be sure that the sod is not streached or overlapped and that all joints are butted tightly to prevent voids. Use a knife or sharp
spade to trim and fit irregularly shaped areas.
5. Install strips of sod with their longest dimension perpendicular to the slope. On slopes 3:1 or greater, or wherever erosion may be a problem,
secure sod with pegs or staples.
6. As sodding of clearly defined areas is completed, roll sod to provide firm contact between roots and soil.
7. After rolling, irrigate until the soil is wet 4 inches below the sod.
8. Keep sodded areas moist to a depth of 4 inches until the grass takes root. This can be determined by gently tugging on the sod —resistance
indicates that rooting has occurred.
9. Mowing should not be attempted until the sod is firmly rooted, usually 2-3 weeks.
MAINTENANCE
AFTER the first week, water as necessary to maintain adequate moisture in the root zone and prevent dormancy of the sod.Do not remove more
than one-third of the shoot in any mowing. Grass height should be maintained between 2 and 3 inches unless otherwise specified.
After the first growing season, established sod requires fertilization, and may also require lime.
SODDING
NOTES: I
USE MINIMUM 12 IN. DIAMETER EXCELSIOR WATTLE AND LENGTH OF 10 FT.
EXCAVATE A 1 TO 2 INCH TRENCH FOR WATTLE TO BE PLACED.
DO NOT PLACE WATTLE ON TOE OF SLOPE.
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN
ANGLE TO WEDGE WATTLE TO GROUND.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A
U SHAPE NOT LESS THAN 12" IN LENGTH.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF
WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
WATTLE INSTALLATION CAN BE ON OUTSIDE OF THE SILT FENCE AS DIRECTED.
INSTALL TEMPORARY SILT FENCE IN ACCORDANCE WITH SECTION 1605 OF THE
STANDARD SPECIFICATIONS.
INSET A
FILL SLOPE
111-2" TRENCH
/17/ IAIATTI r
SILT FENCE POST
SEE INSET A
STAPLE
DOWNSLOPE STAKE
SIDE VIEW
Twes of sod Available in north Carolina
Varieties IRegion ofAda tation
COOL SEASON GRASSES
Kentucky blugrass blend,
Mountains
Tall fescue blend
Adventure, Brookston, Falcon,
Finelawn, Galway, Houndog,
Jaguar, Olympic, Rebel
Mountains and Piedmont
Tall fescue/
Kentucky bluegrass
Mountains and Piedmont
WARM SEASON GRASSES
Hybrid Bermudagrass
Vamont, Tifway, Tifway II
& Tifgreen
Piedmont and Coastal Plain
ZoysiagrassEmerald, Meyer
Piedmont and Coastal Plain
Centipedegrass
No improved varieties
Piedmont and Coastal Plain
St. Augustinegrass
Raleigh
Piedmont and Coastal Plain
,A large number of varieties exist —
Consult suppliers and your local Agricultural Extension office for recommendations.
LAY SOD IN A STAGGERED PATTERN WITH STRIPS BUTTED TIGHTLYAGAINS EACH OTHER.
CORRECT BUTT ENDS CORRECTLY
INCORRECT
STRAW BALE BINDER WIRE
SANDBA G-\,"
STAPLES
(2 PER BALE)
10 mil PLASTIC LINING
10 mil PLASTIC LINING
PLYWOOD
II-IIII=�' SECTION A -A
NATIVE MATERIAL
48"X24"
BLACK LETTERS
(OPTIONAL)
PAINTED WHITE
6" HEIGHT
3' NOT TO SCALE
LATH AND
BERM
d
FLAGGING ON =IIII-IIII-IIII
CONCRE E
-LAG SCREWS
3 SIDES
SECTION B-B
I I
10'MINIMUM
WASHOUT
�
NOT TO SCALE
0
Z
T
_ _ _
O
METAL STAKES
� � �
(2 PER BALE)
36"
WOOD POST
10' MINIMUM
3.5"X3.5"X&
SANDBAG
i
LIJ
' I-IIII- IIII=IIII=IIII= III=1
� �
c��
�
B
VARIES
3611
B CONCRETE WASHOUT
SIGN DETAIL
(OR EQUIVALENT)
2"
81. 1.12" DIA
STEEL WIRE
STAPLE
10 mil PLASTIC LINING STRAW BALE DETAIL
PLAN (n'P)
NOT TO SCALE
TYPE "ABOVE GRADE" WITH STRAW BALES
INSPECTION AND MAINTENANCE
10 mil PL/,o 1 P­ LIMINU
WOOD FRAME SECURELY
FASTENED AROUND
ENTIRE PERIMETER
WITH TWO STAKES
- INSPECT AND VERIFY THAT CONCRETE WASHOUT IS IN PLACE PRIOR TO THE COMMENCEMENT OF CONCRETE
WORK.
- DURING PERIODS OF CONCRETE WORK, INSPECT DAILY TO VERIFY CONTINUED PERFORMANCE.
-CHECK OVERALL CONDITION AND PERFORMANCE. CHECK REMAINING CAPACITY (% FULL).
- VERIFY PLASTIC LINERS ARE INTACT AND SIDEWALLS ARE NOT DAMAGED.
- WASHOUT FACILITIES SHALL BE MAINTAINED TO PROVIDE ADEQUATE HOLDING CAPACITY WITH A MINIMUM
FREEBOARD OF 12 INCHES.
- WASHOUT FACILITIES MUST BE CLEANED ONCE THE WASHOUT IS 75% FULL. IF THE WASHOUT IS NEARING
CAPACITY, VACUUM AND DISPOSE OF THE WASTE MATERIAL IN AN APPROVED MANNER. DO NOT DISCHARGE
LIQUID OR SLURRY TO WATERWAYS, STORM DRAINS OR DIRECTLY ONTO GROUND.
- PLACE A SECURE, NON -COLLAPSING, NON -WATER COLLECTING COVER OVER THE CONCRETE WASHOUT FACILITY
PRIOR TO PREDICTED WET WEATHER TO PREVENT ACCUMULATION AND OVERFLOW OF PRECIPITATION.
- REMOVE AND DISPOSE OF HARDENED CONCRETE AND RETURN THE STRUCTURE TO A FUNCTIONAL CONDITION.
- WHEN YOU REMOVE MATERIALS FROM THE SELF -INSTALLED CONCRETE WASHOUT, BUILD A NEW STRUCTURE; OR,
IF THE PREVIOUS STRUCTURE IS STILL INTACT, INSPECT FOR SIGNS OF WEAKENING OR DAMAGE, AND MAKE ANY
NECESSARY REPAIRS. RE -LINE THE STRUCTURE WITH NEW PLASTIC AFTER EACH CLEANING.
REMOVAL OF TEMPORARY CONCRETE WASHOUT FACILITIES
- WHEN TEMPORARY CONCRETE WASHOUT FACILITIES ARE NO LONGER REQUIRED FOR THE WORK, THE HARDENED
CONCRETE, SLURRIES AND LIQUIDS SHALL BE REMOVED AND PROPERLY DISPOSED OF.
- MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE REMOVED FROM THE
SITE OF THE WORK AND DISPOSED OF OR RECYCLED.
- HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL OF THE TEMPORARY
CONCRETE WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND STABILIZED TO PREVENT EROSION.
r2--� CONCRETE WASHOUT AREA
EC2 NTS
VARIES
10 mil PLASTIC LININU
MAINTENANCE
INSPECT WATTLES WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT (1/2 INCH OR GREATER). REMOVE ACCUMULATED
SEDIMENT AND ANY DEBRIS. THE WATTLE MUST BE REPLACED IF CLOGGED OR TORN. IF PONDING BECOMES EXCESSIVE, THE
WATTLE MAY NEED TO BE REPLACED WITH A LARGER DIAMETER OR A DIFFERENT MEASURE. THE WATTLE NEEDS TO BE
REINSTALLED IF UNDERMINED OR DISLODGED. THE WATTLE SHALL BE INSPECTED UNTIL LAND DISTURBANCE IS COMPLETE AND
THE AREAABOVE THE MEASURE HAS BEEN PERMANENTLY STABILIZED.
COIR FIBER WATTLE DETAIL
FLOW —�
6 WATTLE CHECK DAM
C2 NTS
10 mil PLASTIC LINING
SECTION B-B
NOT TO SCALE
_10' MINIMUM
IVU I I U Jl./ALt
NOTES:
USE MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE.
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL
CROSS SECTION.
ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT
WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE
STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE
FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON
BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
INSTALL MATTING IN ACCORDANCE WITH SECTION 16a1 OF THE
STANDARD SPECIFICATIONS.
INSET A INSET B
TOP VIEW
PLAN
NOT TO SCALE
I T r-r- BELOW GRADE"
TWO -STACKED
2X12 ROUGH
WOOD FRAME
STAKE
(TYP)
kBOVE GROUND"
WITH WOOD PLANKS
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EC2
FILE:
EC202205-VALOR-LOT1
FOR AGENCY REVIEW 2-3-2022

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
clalired Ground Stabi Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land riictllrbnncp--
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
(HQW) Zones
7
None
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
(d) Slopes 3:1 to 4:1
14
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HOW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HOW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
curfnrp ctahlp aaainct arrplprntPd prncinn until nermanent urnund ctnhili7atinn is arhipvprl
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
t
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide stakingor anchoring of portable toilets during periods of high winds or in high
9 p 9p 9 9
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
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CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within lot
perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for review and
approval. If local standard details are not available, use one of the two types of temporary
concrete washouts provided on this detail.
S. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must be
pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum, install
protection of storm drain inlet(s) closest to the washout which could receive spills or
overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural components
when no longer functional. When utilizing alternative or proprietary products, follow
manufacturer's instructions.
10. At the completion of the concrete work remove remaining leavings and dispose of
p g g p
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance caused
by rPmn\/al of xrm zhnut
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGOI GROUND STABILIZATION AND MATERIALS HANDLING
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
S. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity,construction or redevelopment, permanent
P ,
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of thrpp vparc after nrniprt rmmnlptinn and mnrlp availahlp Iinnn rpnlipct ran r'FR 1 X) Al l
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
EFFECTIVE: 04/01/191
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
q Y
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
• Within 24 hours, an oral or electronic notification.
deposition in a
e Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
• Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about tho date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
• A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
• Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
. Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
• Within 24 hours, an oral or electronic notification.
with the conditions
• Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
❑NSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
SANDBAGS (TYP,)
OR STAPLES
HIGH
COHESIVE &
LOW FILTRATI❑
S❑IL BERM
SILT FENCE 11 PLASTIC SANDBAGS (TYP,)
SIDE SL❑P LINING OR STAPLES
(TYP,)
CLEARLY MARKED SIGNAGE
CONCRETE N❑TING DEVICE (18"X24" MIN,)
WASHOUT
PLAN
INSPECTION AND MAINTENANCE
SECTI❑N A -A
NOTES:
1, ACTUAL LOCATION DETERMINED IN FIELD
2, THE CONCRETE WASHOUT STRUCTURES SHALL
BE MAINTAINED WHEN THE LIQUID AND/OR
S❑LID REACHES 75% OF THE STRUCTURES
CAPACITY,
3,C❑NCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE N❑TING DEVICE,
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
\\ \\1\
I:
SANDBAGS (TYP,)
NOTES:
OR STAPLES
FACTUAL LOCATION DETERMINED IN
FIELD
CLEARLY
MARKED SIGNAGE
CONCRETE
N❑TING DEVICE (18"X24" MIN,)
2, THE CONCRETE WASHOUT
WASHOUT
STRUCTURES SHALL BE MAINTAINED
WHEN THE LIQUID AND/OR S❑LID
REACHES 75% OF THE STRUCTURES
CAPACITY TO PROVIDE ADEQUATE
H❑LDING CAPACITY WITH A MINIMUM
PLAN
12 INCHES OF FREEBOARD,
3,C❑NCRETE WASHOUT STRUCTURE
NEEDS TO BE CLEARY MARKED WITH
SIGNAGE N❑TING DEVICE,
ABOVE
GRADE WASHOUT
STRUCTURE
NOT TO SCALE
- INSPECT AND VERIFY THAT CONCRETE WASHOUT IS IN PLACE PRIOR TO THE COMMENCEMENT OF CONCRETE WORK.
- DURING PERIODS OF CONCRETE WORK, INSPECT DAILY TO VERIFY CONTINUED PERFORMANCE.
- CHECK OVERALL CONDITION AND PERFORMANCE. CHECK REMAINING CAPACITY (% FULL).
- VERIFY PLASTIC LINERS ARE INTACT AND SIDEWALLS ARE NOT DAMAGED.
- WASHOUT FACILITIES SHALL BE MAINTAINED TO PROVIDE ADEQUATE HOLDING CAPACITY WITH A MINIMUM FREEBOARD OF 12 INCHES.
- WASHOUT FACILITIES MUST BE CLEANED ONCE THE WASHOUT IS 75% FULL. IF THE WASHOUT IS NEARING CAPACITY, VACUUM AND DISPOSE OF THE WASTE MATERIAL IN AN APPROVED MANNER. DO NOT
DISCHARGE LIQUID OR SLURRY TO WATERWAYS, STORM DRAINS OR DIRECTLY ONTO GROUND.
- PLACE A SECURE, NON -COLLAPSING, NON -WATER COLLECTING COVER OVER THE CONCRETE WASHOUT FACILITY PRIOR TO PREDICTED WET WEATHER TO PREVENT ACCUMULATION AND OVERFLOW OF
PRECIPITATION.
- REMOVE AND DISPOSE OF HARDENED CONCRETE AND RETURN THE STRUCTURE TO A FUNCTIONAL CONDITION.
- WHEN YOU REMOVE MATERIALS FROM THE SELF -INSTALLED CONCRETE WASHOUT, BUILD A NEW STRUCTURE; OR, IF THE PREVIOUS STRUCTURE IS STILL INTACT, INSPECT FOR SIGNS OF WEAKENING OR
DAMAGE, AND MAKE ANY NECESSARY REPAIRS. RE -LINE THE STRUCTURE WITH NEW PLASTIC AFTER EACH CLEANING.
REMOVAL OF TEMPORARY CONCRETE WASHOUT FACILITIES
- WHEN TEMPORARY CONCRETE WASHOUT FACILITIES ARE NO LONGER REQUIRED FOR THE WORK, THE HARDENED CONCRETE, SLURRIES AND LIQUIDS SHALL BE REMOVED AND PROPERLY DISPOSED OF.
- MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE OF THE WORK AND DISPOSED OF OR RECYCLED.
- HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND STABILIZED TO PREVENT
EROSION.
6"
(15cm)
6'
(15cm
Drawing Not I o audle
CONCRETE WASHOUT AREA
12'r
CRITICAL POINTS
A. Overlaps and Seams
B. Projected Water Line
C. Channel Bottom/Side Slope Vertices
NORTH
AMERICAN
LIGREEN'
5401 St. Wendel - Cynthiana Rd. PH: 500-722-2040
Poseyville, IN 47633 www.nagreen.com
A
B C
NOTES:
*Horizontal staple spacing should be
altered if necessary to allow staples to
secure the critical points along the channel
surface.
**In loose soil conditions, the use of staple
or stake lengths greater than 6"(15cm) may
be necessary to properly secure the
RECP's.
Disclaimer:
The information presented herein is general design information only. For specific applications,
consult an independent professional for further design guidance.
Drawn on: 5-4-17
CHANNEL
INSTALLATION
DETAIL
1. Prepare soil before installing rolled
erosion control products (RECPs),
including any necessary application of
lime, fertilizer, and seed.
2. Begin at the top of the channel by
anchoring the RECPs in a 6"(15cm)
deep X 6"(15cm) wide trench with
approximately 12"(30cm) of RECPs
extended beyond the up -slope portion
of the trench. Use ShoreMax mat at the
channel/culvert outlet as supplemental
scour protection as needed. Anchor the
RECPs with a row of staples/stakes
approximately 12"(30cm) apart in the
bottom of the trench. Backfill and
compact the trench after stapling. Apply
seed to the compacted soil and fold the
remaining 12"(30cm) portion of RECPs
back over the seed and compacted soil.
Secure RECPs over compacted soil
with a row of staples/stakes spaced
approximately 12" apart across the
width of the RECPs.
3. Roll center RECPs in direction of water
flow in bottom of channel. RECPs will
unroll with appropriate side against the
soil surface. All RECPs must be
securely fastened to soil surface by
placing staples/stakes in appropriate
locations as shown in the staple pattern
guide.
4. Place consecutive RECPs end -over -end
(Shingle style) with a 4"-6" overlap. Use
a double row of staples staggered 4"
apart and 4" on center to secure
RECPs.
5. Full length edge of RECPs at top of side
slopes must be anchored with a row of
staples/stakes approximately 12"(30cm)
apart in a 6"(15cm) deep X 6"(15cm)
wide trench. Backfill and compact the
trench after stapling.
6. Adjacent RECPs must be overlapped
approximately 2"-5" (5-12.5cm)
(Depending on RECPs type) and
stapled.
7. In high flow channel applications a
staple check slot is recommended at 30
to 40 foot (9 -12m) intervals. Use a
double row of staples staggered
4"(10cm) apart and 4"(10cm) on center
over entire width of the channel.
8. The terminal end of the RECPs must be
anchored with a row of staples/stakes
approximately 12" (30cm) apart in a
6"(15cm) deep X 6"(15cm) wide trench.
Backfill and compact the trench after
stapling.
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EC
NCGO 1 SELF -INSPECTION, RECORDKEEPING AND REPORTING I EFFECTIVE: 04/01/19
FOR AGENCY REVIEW 2-3-2022
FILE:
EC202205-VALOR-LOT1