NCC200991_Site Plan or Location Map_20200313

MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION
General - All measures will be inspected and corrections made after runoff producing rainfalls, or at least once per week minimum. The builder will insure that the
construction activities on any particular lot do not adversely affect any of the installed erosion control measures. If lot construction dictates, measures will be
relocated on the lot to insure that the potential for sedimentation runoff is eliminated as much as possible. Silt fences and gravel construction entrances will
be maintained as suggested in the erosion control manual. Sodding, seeding and mulching will be maintained to insure proper ground stabilizing cover.
Gravel Construction Entrance - The gravel pad should remain 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.
Silt Fence - Sediment fences should be inspected at least once a week and after each rainfall event. Any repairs should be made immediately. Damaged or
decomposed fabric should be replaced promptly. Any sediment deposits that build up against the fence should be removed and disposed of properly to
insure that the removed sediment does not wash back against the fence. Adequate storage volume should be provided for behind the fence at tall times.
Take care to not undermine the fence during cleanout operations.
Sodding - The sod should be properly maintained to insure that the grass take holds in the areas being secured. The sod should be watered as necessary to
maintain adequate moisture in the root zone and prevent dormancy of the sod. The sod should not be mowed to close, since this could inhibit adequate
growth and stabilization of the root bed. The sod should be limed and fertilized as per soil type recommendations and type of grass recommendations when
and if possible.
Grassing and Mulching - The area to receive grassing and mulching should be properly fertilized and limed as necessary as an initial step in soil preparation.
Once the grassing has been placed, the area should be maintained as needed to insure that all areas are germinating properly. Any bare areas should be
repaired, and reseeded as soon as possible. If the time of year does not permit the establishment of a permanent grass, then a temporary grassing should
be used until the growing season permits the use of a permanent grass.
Wattles - Wattles shall be inspected after significant rainfall events. Rills or gullies upslope of the wattle and any undercutting is to be repaired. Sediment deposits
that impair the filtration capability of the wattle shall be removed when the sediment reaches one-third of the wattles functional freeboard height. Removed
sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water.
Reinforced Silt Fence Outlet - Remove sediment deposits as necessary to provide adequate storage volume for the next rain to reduce pressure on the
fence/outlet. Take care to avoid undermining the fence during cleanout. Remove and replace stone as necessary as it becomes clogged with sediment.
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.
PERMANENT SEEDING SPECIFICATION
1. All disturbed areas shall be dressed to typical sections and plowed to a depth of 5 inches.
The top 2 inches shall be pulverized to provide uniform seedbed. NOTE: Line should be applied
TEMPORARY SEEDING RECOMMENDATIONS (a)
with necessary equipment to give uniform distribution of these materials. The hand -bucket
method is not acceptable. Lime and fertilizer should be incorporated into the soil prior to
Winter and Early Spring
SEEDING MIXTURE
2. The following are rates and kinds of these materials to be applied PER ACRE:
SPECIES RATE (LB./ACRE)
RATES
Rye (grain) 120
Abruzzi Rye 50 lbs.
Annual lespedeza (kobe in
Pensacola Bahiagrass 50 lbs.
Kentucky 31 Fescue 50 lbs.
Piedmont and Coastal Plain,
Korean Lespedeza 15 lbs.
Korean in Mountains) 50
Centipedegross 50 lbs.
Common Bermudagrass 25 lbs.
Omit annual lespedeza when duraton of temporary cover is
10-20-20 Fertilizer 500 lbs.
not to extend beyond June.
Agricultural Limestone 4000 lbs.
3. Seeded area shall be cultipacked to firm seedbed and to cover seed.
SEEDING DATES
4. Grain straw shall be applied over seeded areas as mulch. No bare ground shall be visible
Mountains --Above 2500 ft. Feb. 15-May 15
in the mulched area if proper applications is achieved. Thick clumps of straw are not
Below 2500 ft. Feb. 1-May 1
permissible as uniform coverage is expected. Straws shall be applied at a minimum of 4000
Piedmont --Jan. 1-May 1
Coastal Plain --Dec. 1-Apr. 15
5. The mulched area shall be tacked with liquid asphalt sufficient too hold straw in place
where directed by Engineer.
SOIL AMENDMENTS
6. Ditch treatment shall be used in areas where steepgrades could cause ditch erosion. Use
Follow recommendations of soil tests or apply 2,000 lb./acre
of jute mesh, excelsior matting, or fiberglass roving is acceptable. ditch treatment should be
ground agriculture limestone and 750 lb./acre 10-10-10 fertilizer
installed before mulching operation.
7. Builder is to provide a permanent ground cover sufficient to restrain erosion on such
exposed areas within 15 working days or 90 calendar days, whichever is shorter, after
MULCH
completion of construction or development.
Apply 4,000 lb./acre straw. Anchor straw by tacking with asphalt,
netting, or a mulch anchoring tool. A disk with blades set nearly
straight can be used as a mulch anchoring tool.
Approved Tall Fescue Cultivars:
MAINTENANCE
Anthem Adventure Adventure II Amigo
Refertilize if growth is not fully adequate. Reseed, refertilize
Austin Apache Apache II Arid
and mulch immediately following erosion or other damage.
TEMPORARY SEEDING RECOMMENDATIONS (b)
Summer
SEEDING MIXTURE
SPECIES RATE (LB./ACRE)
German millet 40
In the Piedmont and Mountains, a small -stemmed Sudangrass may
by substituted at a rate of 50 lb./acre.
SEEDING DATES
Mountains --May 15-Aug. 15
Piedmont --May 1-Aug. 15
Coastal Plain --Apr. 15-Aug. 15
SOIL AMENDMENTS
Follow recommendations of soil tests or apply 2,000 lb./acre
ground agriculture limestone and 750 lb./acre 10-10-10 fertilizer.
MULCH
Apply 4,000 lb./acre straw. Anchor straw by tacking with asphalt,
netting, or a mulch anchoring tool. A disk with blades set nearly
straight can be used as a mulch anchoring tool.
MAINTENANCE
Refertilize if growth is not fully adequate. Reseed, refertilize
and mulch immediately following erosion or other damage.
Chapel Hill Brookstone Bonanza Bonanza II
Crossfire II Chesapeake Chieftain Coronado
Falcon Debutante Duster Falcon
Genesis Finelawn Petite Finelawn Finelawn I
CONSTRUCTION SPECIFICATIONS
Jaguar Grande Guardian Houndog
Monarch Jaguar III Kentucky 31 Kitty Hawk
MATERIALS
SEDIMENT FENCE INSTALLATION USING THE SLICING METHOD
Pacer Montauk Mustang Olympic
1. Use a synthetic filter fabric of at least 95% by weight of polyolefins or
Instead of excavationg a trench, placing fabric and then backfilling trench,
Phoenix
Rebel Pixie Pyramid
polyester, which is certified by the manufacturer or supplier as conforming to
sediment fence mayh be installed using specially designed equipment that
Rebel Jr.
the requirements in ASTM D 6461, which is shown in part in Table 6.62b
inserts the fabric into a cut sliced in the ground with a disc (Figure 6.62b).
Safari Rebel 11 Renegade
(Refer to the Erosion and Sediment Control Planning and Design Manual,
Tomahawk Shenandoah Tempo Titan
Chapter 6, Section 62.2).
INSTALLATION SPECIFICATIONS
Wol fpack Trailblazer Tribute Vegas
1. The base of both end posts should be at least one foot higher than the
I
Wrangler
Synthetic filter fabric should contain ultraviolet ray inhibitors and stabilizers
middle of the fence. Check with a level if necessary.
to provide a minimum of 6 months of expected usable construction life at a
temperature range of 0 to 120° F.
2. Install posts 4 feet apart in critical areas and 6 feet apart on standard
applications.
Fertilizer shall be 10-20-20 analysis. Upon written approval of the Engineer, a different
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2. Ensure that posts for sediment fences are 1.33 lb/linear ft steel with
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analysis of fertilizer may be used provided the 1-2-2 ratio is maintained and the rate of
a minimum length of 5 feet. Make sure that steel posts have projections to
3. Install posts 2 feet deep on the downstream side of the silt fence, and
application adjusted to provide the some amount of plant food as a 10-20-20 analysis.
facilitate fastening the fabric.
as close as possible to the fabric, enabling posts to support the fabric from
upstream water pressure.
Fertilizer Topdressing:
3. For reinforcement of standard strength filter fabric, use wire fence with a
minimum 14 gauge and a maximum mesh spacing of 6 inches.
4. Install posts with the nipples facing away from the silt fabric.
Fertilizer used for topdressing on all roadway areas except slopes 2:1 and steeper shall
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be 10-20-20 written approval of the Engineer, a different analysis of fertilizer may be
CONSTRUCTION
5. Attach the fabric to each post with three ties, all spaced within the top 8
used provided grade and shall be applied at the rate of 500 pounds per acre (560kg per
1. Construct the sediment barrier of standard strength or extra strength
inches of the fabric. Attach each tie diagonally 45 degrees through the fabric,
hectare). Upon the 1-2-2 ratio is maintained and the rote of application adjusted to
synthetic filter fabrics.
with each puncture at least 1 inch vertically apart. Also, each tie should be
provide the some amount of plant food as 10-20-20 analysis.
positioned to hang on a post nipple when tightened to prevent sagging.
2. Ensure that the height of the sediment fence does not exceed 24 inches
Fertilizer used for topdressing on slopes 2:1 and steeper and waste and borrow areas
above the ground surface. (Higher fences may impound volumes of water
6. Wrap approximately 6 inches of fabric around the end posts and secure
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shall be 16-8-8 grade and shall be applied at the rate of 500 pounds per acre (560 kg
sufficient to cause failure of the structure.)
with 3 ties.
per hectare). Upon written approval of the Engineer, a different analysis of fertilizer
may be used provided the 2-1-1 ratio is maintained and the rate of application
adjusted to provide the same amount of plant food as 16-8-8 analysis.
3. Construct the filter fabric from a continuous roll cut to the length of the
7. No more than 24 inches of a 36 inch fabric is allowed above ground
HIG
P.I
barrier to avoid joints. When joints are necessary, securely fasten the filter
level.
Crimping Straw Mulch:
cloth only at a support post with 4 feet minimum overlap to the next post.
8. The installation should be checked and corrected for any deviations before
09
Crimping will be required on these project adjacent to any section of roadway where
4. Support standard strength filter fabric by wire mesh fastened securely to
compaction.
traffic is to be maintained or allowed during construction. In areas within six feet (2
the upslope side of the posts. Extend the wire mesh support to the bottom of
meters) of the edge of pavement, straw is to be crimped and the immediately tacked
the trench. Fasten the wire reinforcement, then fabric on the upslope side of
9. Compaction is vitally important for effective results. Compact the soil
with asphalt tack.
the fence post. Wire or plastic zip ties should have minimum 50 pound tensile
immediately next to the silt fence fabric with the front wheel of the tractor,
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Crimping of straw in lieu of asphalt tack will be allowed on this project subject to the
strength.
skid steer, or roller exerting at least 60 pounds per square inch. Compact the
following conditions:
upstream side first, and then each side twice for a total of 4 trips.
All areas seeded and mulched shall be crimped and/or tacked with asphalt as directed
5. When a wire mesh support fence is used, space posts a maximum of 8 feet
apart. Support posts should be driven securely into the ground a minimum of
by the Engineer.
24 inches.
Crimping will be limited to slopes 4:1 or flatter unless the Contractor can demonstrate
6. Extra strength filter fabric with 6 feet post spacing does not require wire
to the Engineer that the steeper slopes can be negotiated without altering the typical
section.
mesh support fence. Securely fasten the filter fabric directly to posts. Wire or
plastic zip ties should have minimum 50 pound tensile strength.
)
Straw mulch to be of sufficient length and quality to withstand the crimping operation
and provide adequate ground cover.
Crimping includin be to the the
7. Excavate a trench approximately 4 inches wide and 8 inches deep along
the proposed line of posts and upslope from the barrier (Figure 6.62a).
equipment power source shall subject approval of
P 9g P 1 PP
Engineer providing that maximum spacing of crimper blades shall not exceed 8 inches
(200 mm).
8. Place 12 inches of the fabric along the bottom and side of the trench.
9. Backfill the trench with soil placed over the filter fabric and compact.
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23E
MAINTENANCE SCHEDULE:
Thorough compaction of the backfill is critical to silt fence performance.
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1. All erosion and sediment control practices will be checked for stability and operation
10. Do not attach filter fabric to existing trees.
following every storm event, but in no case less than once every week. Any repairs or cleaning
necessary to maintain erosion and sediment control practices shall be completed immediately.
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2. All seeded areas will be refertilized, reseeded as necessary, and mulched according to the
Seeding Schedule.
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Seeding and Mulching:
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The kinds of seed and fertilizer, and the rates of application of seed, ferilizer, and limestone,
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shall be as stated below. During periods of overlapping dates, the kind of seed to be used
shall be determined by the Engineer. All rates per acre (kilograms per hectare.)
March 1 -
August 31
8' max. standard stranglh fabric with wire fence
September 1 - February 28 me..etme engt, a r° t,a twin epee
50# (55kg)
Tall Fescue
50# (55kg) Tall FEscue
5# (6kg)
Centipede
5# (6kg) Centipede P..
25# (28kg)
Bermudagrass (hulled)
35# (40kg) Bermudogras (unhulled) P1eef°nr
wre
fee
500# (560kg)
Fertilizer
500# (560kg) Fertilizer were
4000# (4500kg)
Limestone
4000# (4500kg) Limestone ep�
Slopes 2:1
and Steeper and Waste and
18.24
Borrow Locations:
March 1 -
August 31
Natural
September 1 - February 28 grn„nd
75# (85kg)
Tall Fescue
75# (85kg) Tall Fescue
25# (28kg)
Bermudagrass (hulled)
35# (40kg) Bermudogras (unhulled) 8"down&4'
li forwaM along
500# (560kg)
Fertilizer
500# (560kg) Fertilizer 24
4000# (4500kg)
Limestone
4000# (4500kg) Limestone Fitter
■ fI.NV Vlf.yy
1 NTS
Wire
24"
BaW11 trench
Upa
J Cp055-55C110H VIEW
NTB
(Figure 6.62e Inetallation detail of a sediment fence.)
NTS
SEDIMENT FENCE
The Slicing Method
Fig- 6.1112b
24-
POST SPAC NG
10<
I;.
FLOW
.ito%
p!
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o
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Roll d sift fence
Vibratory plow is eat acceptable bemuse of hh,thr el compaction
Top d Fabric 1
Ban
top 8"
ATTACHMENT DETAILS:
• Gather fabric at poets, if needed.
• Utilize three 8es per post, ell wit," top 8" d fabdc.
• Position each tie diagonally, pundoring holes veNcally
a minimum of 1"aped.
• Hang each tle one post nipple and tighten securely.
Use cable ties (501bs) or soft wire.
12"
Poet
Installed
aBer
wmp.dim
Silt Fence
III11 I�III
Completed Installation
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TEMPORARY SEEDING RECOMMENDATIONS (c)
SEEDING MIXTURE
SPECIES
Rye (grain)
SEEDING DATES
Mountains --Aug. 15-Dec. 15
Coastal Plain and piedmont --Aug. 15-Dec. 30
SOIL AMENDMENTS
Follow soil tests or apply 2,000 lb./acre ground agricultural
limestone and 1,000 lb./acre 10-10-10 fertilizer.
MULCH
Apply 4,000 lb./acre straw. Anchor straw by tacking with asphalt,
netting, or a mulch anchoring tool. A disk 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
acre
P Y Y /
Kobe (Piedmont and Costal Plain) or korean (Mountains) lespedza
in late February or early March.
Fri
50' R/W
Persuant to G.S.113A(3), provisions for permanent ground cover sufficient to restain
erosion must be accomplished for all disturbed areas within 14 working days or 90
calender days (whichever is shorter) following completion of construction.
STRAW WATTLE CROSS SECTION
STRAW WATTLE WOOD STAKE
_,2" DEEP TRENCH (TYP.)
24" MIN.I I I SOIL
STRAW WATTLE: SHOWN IN 2" DEEP TRENCH
4' ---� r 4'---1 r 4'---1 r 4'
WOOD STAKE
SOIL 24" MIN.
MAINTENANCE
Inspect sediment fences at least once a week and after each rainfall. Make any
required repairs immediately.
General Erosion Control Notes
1. Only the areas shown shall be disturbed.
2. All disturbed areas shall be grassed and
mulched as soon as possible and maintained
Should the fabric of a sediment fence collapse, tear, decompose or become A 'SELF -INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS until pemanent cover is established.
ineffective, replace it promptly. REQUIRED BY NCGS 113A-54.1 "IS AVAILABLE FOR USE. IT CAN BE
COMPLETED BY HAND OR COMPLETED AS AN EXCEL
SPREADSHEET.
Remove sediment deposits as necessary to provide adequate storage volume AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE CONSTRUCTION SCHEDULE
for the next rain and to reduce pressure on the fence. Take care to avoid APPROVED EROSION AND
undermining the fence during cleanout. SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE. 1 . Obtain all necessary permits and Ian approvals.
RULE 15A NCAC 04B. 0131 STATES THAT "...DOCUMENTATION SHALL y p p pp
BE ACCOMPLISHED BY INITIALING AND DATING EACH MEASURE OR 2. Install gravel construction entrances, silt fences, reinforced silt fence
Remove all fencing materials and unstable sediment deposits and bring the PRACTICE SHOWN ON A COPY OF THE APPROVED EROSION AND outlets and wattles.
area to grade and stabilize it after the contributing drainage area has been SEDIMENTATION CONTROL PLAN OR BY COMPLETING, DATING AND 3. Finish clearing and rubble an necessary areas on the lots as the
properly stabilized. SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, g grubbing y y y
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND are started.
SEDIMENTATION CONTROL PLAN." 4. Begin lot grading and excavation activities.
5. Begin or continue with house construction activities.
\ 6. Finish all rough grading and house construction.
\ \ \ 7. Install driveways, walks and patios.
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J I \ 8. Begin fine grading of lot areas.
/ I 9. Final grassing, mulching and stabilizing of lot. In most cases this will
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Involve the Installation of sod on the lot. The silt fence well remain 1n
z Cn place until the lot is sodded or grassing is stabilized and takes hold.
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I 10.Ins action and final acceptance letters.
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(i� \ 11.Erosion and Sediment Control (E&SC) permit and a Certificate
of Coverage must be obtained before any land disturbing activities
M occur. A copy of the E&SC permit, the COC and a hard copy of
pD 7 the plan must be kept on site, preferably in a permits box, and
cn Z \ accessible during inspection.
(PUBLIC ST.) YELLOWBR CK ROAD �/ 0 12. When the project is complete, the permittees shall contact
;:u C \ \ DEMLR to close out the E&SC Plan.
f�l 100 1
A. ( FLOW TO THE REAR )
PROPERTY LINE
SILT FENCE
LOT
FLOW
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W
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HOUSE
W
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B. ( FLOW TO THE FRONT )
PROPERTY LINE
FLOW
LOT
w w
o HOUSE o
CONSTRUCTION
FLOW ENTRANCE
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C. ( FLOW TO THE LEFT )
PROPERTY LINE
FLOW
♦ LOT
w w w
o HOUSE o
CONST.
FLOW ENTRANC
♦ MNIK
STREET STREET STREET
R/W R/W R/W
D. ( FLOW TO THE RIGHT ) E. ( FLOW TO THE FRONT & REAR )
PROPERTY LINE PROPERTY UNE
SILT"FENCE SILT FENCE
LOT~ LOT
FFLOW
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o HOUSE to O o HOUSE o
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CONSTRUCTION CONSTRUCTION
ENTRANCE FLOW ENTRANCE
Ft OW g as It g
STREET
STREET
EROSION CONTROL DETAIL FOR SINGLE FAMILY LOTS-(N.T.S.)
TYPICAL CROSS SECTION
INDIVIDUAL LOT TEMPORARY GRAVEL
CONSTRUCTION ACCESS
44
A 0
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58
WIDEN GRAVEL PAD AS NEEDED FOR
59 o�P
MATERIAL DELIVERY AND STORAGE.
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EX. AXLE
CONTROL
McFADYEN
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D.B. 692, PG. 221
9476-89-2058
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--SILT FENCE
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SILT FENCE I v
2"-3"
COURSE AGGREGATE
ENGINEERS
PLANNERS
SURVEYORS
MOORMAN,KIZER & REITZEL,INC.
PAGE 1 of 2
TOTAL DISTURBED ACREAGE: 0.24 ACRES
LOT EROSION CONTROL PLAN
LOT 30
(A "ZERO" LOT LINE DEVELOPMENT)
HIGHCROFT
PHASE TWO, PART 3
FOR
H&H CONSTRUCTORS, INC.
71ST TOWNSHIP CUMBERLAND CO., N.C.
SCALE: 1 "= 100' FEBRUARY 2020
GRAPHIC SCALE IN FEET
-100 -50 0 100 200 300
MOORMAN, KIZER & REITZEL, INC. 115 BROADFOOT AVE. FAYETTEVILLE, N.C.
PHONE [phone] FAX [phone] LICENSE #: F-0106
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