NCC200972_Site Plan or Location Map_20200320

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SODDING
LAY SOD IN A STAGGERED
PATTERN. BUTT THESTRIPS
TIGHTLY AGAINST EACH OTHER.
DO NOT LEAVE SPACES AND DO
All, •vw NOT OVERLAP. ASHARPENED
MASON'S TROWEL IS A HANDY
TOOL FOR
M.n��TUCKING
ENDS AND TR MMINGDPIECESOWN HE
�r
BUTTING - THE AU O-
BUTTININDS
CAUSED BY THE AUTO -
NCORRECT MATIC SOD CUTTER MUST BE
= = MATCHED CORRECTLY,
CORRECT
ROLL SOD IMMEDIATELY TO WATER TO A DEPTH OF 4" MOW WHEN THE SOD IS
ACHIEVE FIRM CONTACT AS NEEDED, WATER WELL ESTABLISHED - IN 2-3
WITH THE SOIL AS SOON AS THE SOD IS WEEKS. SET THE MOWER
LAID. HIGH (2'-3').
APPEARANCE OF GOOD SOD
SHOOTS-ORGRASSBLADES.
GRASS SHOULD BE GREEN AND
I HEALTHY, MOWED ATA2'-3'
CUTTING HEIGHT.
THATCH -GRASS CLIPPINGS AND DEAD
LEAVES, UP TO - THICK.
ROOT ZONE - SOIL AND ROOTS SHOULD BE
ill - 3l4" THICK, WITH DENSE ROOT MAT
FOR STRENGTH.
VICINITY MAP (N.T.S.)
CONSTRUCTION SCHEDULE
1.
Obtain all necessary permits and plan approvals.
2.
Install gravel construction entrances, silt fences, reinforced silt fence outlets and wattles.
A "SELF -INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS
3.
Finish clearing and grubbing any necessary areas on the lots as they are started.
113A-54.1" IS AVAILABLE FOR USE. IT CAN BE COMPLETED BY HAND OR COMPLETED AS
4.
Begin lot grading and excavation activities.
AN EXCEL SPREADSHEET.
5.
Begin or continue with house construction activities.
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED EROSION
6.
Finish all rough grading and house construction.
AND
7.
Install driveways, walks and patios.
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE. RULE 15A NCAC
8.
Begin fine grading of lot areas.
04B. 0131 STATES THAT "... DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING
9.
Final grassing, mulching and stabilizing of lot. In most cases this will involve the installation of sod on the lot. The silt fence
AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE APPROVED
will remain in place until the lot is sodded or grassing is stabilized and takes hold.
EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, DATING AND
10.
Inspection and final acceptance letters.
SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, PRACTICE OR DEVICE
11.
Erosion and Sediment Control (E&SC) permit and a Certificate of Coverage must be obtained before any land disturbing
SHOWN ON THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN."
activities occur. 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.
12.
When the project is complete, the permittees shall contact DEMUR to close out the E&SC Plan.
BERM c�
6' MIN. \I
SILT FENCE
2"-3'
COURSE AGGREGATE
10' MIN.
1 1
1 1
TYPICAL CROSS SECTION
INDIVIDUAL LOT TEMPORARY GRAVEL
CONSTRUCTION ACCESS
N.T.S.
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 until permanent cover is established.
Pursuant to G.S.113A(3), provisions for permanent ground cover sufficient to
restrain erosion must be accomplished for all disturbed areas within 7 or 14
working days or 90 calendar days (whichever is shorter) following completion of
construction.
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION
PERMANENT SEEDING SPECIFICATION
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 an articular lot do
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1. All disturbed areas shall be dressed to typical sections and lowed to a depth of 5 inches.
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not adverse) affect an 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
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The to 2 inches shall be pulverized to provide uniform seedbed. NOTE: Line should be applied
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much as possible. Silt fences and ravel construction entrances will be maintained as suggested in the erosion control manual. Sodding, seeding and mulching will be maintained to insure proper
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with necessary equipment to ive uniform distribution of these materials. The hand -bucket
ry9
ground stabilizing cover.
method is not acceptable. Lime and fertilizer should be incorporated into the soil prior to
Gravel Construction Entrance -The ravel ad should remain in a condition to prevent mud or sediment from leaving the construction site. This may require periodic to dressin with 2-inch stone. After each
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seeding.
9
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.
2. The following are rates and kinds of these materials to be applied
Silt Fence - Sediment fences should be inspected at least once a week and after each rainfall event. An repairs should be made immediately. Damaged or decomposed fabric should be replacedpromptly.
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An sediment deposits that build u 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
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KIND RATES PER ACRE:
should be provided for behind the fence at tall times. Take care to not undermine the fence during cleanout operations.
Abruzzi Rye TOT b _s
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
Pensacola Bahiagrass 50 lbs.
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
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Kentucky 31 Fescue 50 lbs.
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recommendations and a of grass recommendations when and if possible.
type 9 P
Korean Les edeza 15 lbs.
P
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
Centipedegrass 50 lbs.
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
Common Bermudagrass 25 lbs.
establishment of a permanent grass, then a temporary grassing should be used until the growing season permits the use of a permanent grass.
10-20-20 Fertilizer 500 lbs.
Agricultural Limestone 4000 lbs.
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
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3. Seeded area shall be cultip acked to firm seedbed and to cover seed.
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
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4. Grain straw shall be applied over seeded areas as mulch. No bare ground shall be visible
fencedurin 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
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in the mulched area if proper applications is achieved. Thick clumps of straw are not
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stabilize it after the contributing drainage area has been properly stabilized.
permissible as uniform coverage is expected. Straws shall be
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Ditches/Diversions - During the establishment period, check grass -lined channels after every rainfall. After grass is established, periodically check the channel; check it after every heavy rainfall event.
lbs. per acre.
Immediately make repairs. It is particularly important to check the channel outlet and all road crossing for bank stability and evidence of piping or scour holes. Remove all significant sediment
accumulations to maintain the designed carrying capacity. Keep the grass in a healthy, vigorous condition at all times, since it is the primary erosion protection for the channel. 7 day ground cover
5. The mulched area shall be tacked with liquid asphalt sufficient too hold straw in place
must be established where pipes and/or culverts are incorporated into the ditch.
where directed by Engineer.
CONSTRUCTION SPECIFICATIONS
MATERIALS
1. Use a synthetic filter fabric of at least 95% by weight of polyolefins or
polyester, which is certified by the manufacturer or supplier as conforming to
the requirements in ASTM D 6461, which is shown in part in Table 6.62b
(Refer to the Erosion and Sediment Control Planning and Design Manual,
Chapter 6, Section 62.2).
Synthetic filter fabric should contain ultraviolet ray inhibitors and stabilizers
to provide a minimum of 6 months of expected usable construction life at a
temperature range of 0 to 120° F.
2. Ensure that posts for sediment fences are 1.33 bilinearfit steel with
a minimum length of 5 feet. Make sure that steel posts have projections to
facilitate fastening the fabric.
3. For reinforcement of standard strength filter fabric, use wire fence with a
minimum 14 gauge and a maximum mesh spacing of 6 inches.
CONSTRUCTION
1. Construct the sediment barrier of standard strength or extra strength
synthetic filter fabrics.
2. Ensure that the height of the sediment fence does not exceed 24 inches
above the ground surface. (Higher fences may impound volumes of water
sufficient to cause failure of the structure.)
3. Construct the filter fabric from a continuous roll cut to the length of the
barrier to avoid joints. When joints are necessary, securely fasten the filter
cloth only at a support post with 4 feet minimum overlap to the next post.
4. Support standard strength filter fabric by wire mesh fastened securely to
the upslope side of the posts. Extend the wire mesh support to the bottom of
the trench. Fasten the wire reinforcement, then fabric on the upslope side of
the fence post. Wire or plastic zip ties should have minimum 50 pound tensile
strength.
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
24 inches.
6. Extra strength filter fabric with 6 feel post spacing does not require wire
mesh support fence. Securely fasten the filter fabric directly to posts. Wire or
plastic zip ties should have minimum 50 pound tensile strength.
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).
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.
Thorough compaction of the backfill is critical to silt fence performance.
10. Do not attach filter fabric to existing trees.
SEDIMENT FENCE INSTALLATION USING THE SLICING METHOD
Instead of excavationg a trench, placing fabric and then backfilling trench,
sediment fence mayh be installed using specially designed equipment that
inserts the fabric into a cut sliced in the ground with a disc (Figure 6.62b).
INSTALLATION SPECIFICATIONS
1. The base of both end posts should be at least one foot higher than the
middle of the fence. Check with a level if necessary.
2. Install posts 4 feet apart in critical areas and 6 feet apart on standard
applications.
3. Install posts 2 feet deep on the downstream side of the silt fence, and
as close as possible to the fabric, enabling posts to support the fabric from
upstream water pressure.
4. Install posts with the nipples facing away from the silt fabric.
5. Attach the fabric to each post with three ties, all spaced within the top 8
inches of the fabric. Attach each tie diagonally 45 degrees through the fabric,
with each puncture at least 1 inch vertically apart. Also, each tie should be
positioned to hang on a post nipple when tightened to prevent sagging.
6. Wrap approximately 6 inches of fabric around the end posts and secure
with 3 ties.
7. No more than 24 inches of a 36 inch fabric is allowed above ground
level.
8. The installation should be checked and corrected for any deviations before
compaction.
9. Compaction is vitally important for effective results. Compact the soil
immediately next to the silt fence fabric with the front wheel of the tractor,
skid steer, or roller exerting at least 60 pounds per square inch. Compact the
upstream side first, and then each side twice for a total of 4 trips.
MAINTENANCE
Inspect sediment fences at least once a week and after each rainfall. Make any
required repairs immediately.
Should the fabric of a sediment fence collapse, tear, decompose or become
ineffective, 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.
LAST SAVED: 2/5/2020 5:55 AM LAST PLOTTED: 2/5/2020 8:12 AM
The Slicing Method
Fig 6.621,
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6 arm a, ow rum
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ATTACHMENT DETAILS:
• Getherfabnc at posts, ifneebetl.
• Utica three4es per post, all within top 8' offabnc.
• Position each fie diagonally, pundunnp fides w;rd.11y
a minimum "f 1- span.
• Haag each tie an a Kal nipple am tighten sa I
Use wbla lies(5glbsl orsoll wire.
12"
Backfill trench
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CF055-5ECWN virw
NITS
(Figure 6.62a Installation detail of a sediment fence.)
SEDIMENT FENCE
NTS
PLOTTED BY: Dennis Gilbert FILENAME:
=1TII I I� I1=
completed Ir¢tallat"r
RESIDENTIAL LLC\19-2855-01 CALLOWAY
6. Ditch treatment shall be used in areas where steep grades could cause ditch erosion. Use
of jute mesh, excelsior matting, or fiberglass roving is acceptable. ditch treatment should be
installed before mulching operation.
7. Builder is to provide a permanent ground cover sufficient to restrain erosion on such
exposed areas within 14 working days or 90 calendar days, whichever is shorter, after
completion of construction or development.
STD Silt Steel post
NOTES: NTS
1. INSTALL SILT FENCE PER STD. SILT FENCE DETAIL.
2. LOCATE REINFORCED OUTLET AT LOW POINTS OF SILT FENCE BARRIER.
3. PLACE RIP RAP WITH CARE. DO NOT TEAR SILT FENCE FABRIC.
Notch and Fold Steel
Fabric Over post
Horizontal Post 1 l Woven Wire Fabric
Horizontal Post
2
Silt Fence Fabric
Class "B" Rip Rap (TYP)
12" #57
Washed Stone
SECTION
NTS
REINFORCED SILT FENCE OUTLET
NTS
MAINTENANCE NOTES:
1. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR
THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE/OUTLET. TAKE CARE TO AVOID
UNDERMINING THE FENCE DURING CLEANOUT. REMOVE & REPLACE STONE AS NECESSARY
AS IT BECOMES CLOGGED WITH SEDIMENT.
2. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA
TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERL
STABILIZED.
CALLOWAY CORNERS LOTS 10 & 11.DWG
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A. ( FLOW TO THE REAR ) B. ( FLOW TO THE FRONT ) C. ( FLOW TO THE LEFT ) D. ( FLOW TO THE RIGHT ) E. ( FLOW TO THE FRONT & REAR )
PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE
SILT FENCE SILT FENCE SILT FENCE SILT FENCE SILT FENCE
FLOW FLOW
LOT LOT ♦ LOT LOT mill"' LOT
FLOW FLOW FLOW
w w w w w w w w w w
Z z Z z Z z Z z Z z
J J J J J J J J J J
O_ W W Of a W W a D_ W W W a W W K K W W K
W Z U w W Z U W W Z O W W Z U W W Z U w
a Z Z a a Z Z a a Z Z a a Z Z a a Z Z a
O LL HOUSE w 0 O LL HOUSE w 0 O LL HOUSE w 0 O LL HOUSE w 0 O LL HOUSE w 0
a F a a F a a F a a F a a F a
J J J J J J J J J J
CONSTRUCTION CONSTRUCTION CONSTRUCTION CONSTRUCTION CONSTRUCTI
ENTRANCE FLOW ENTRANCE FLOW ENTRANCE ENTRANCE FLOW ENTRANCE
FLOW t
FLOW
RAN SILT FENCE R/W R/W SILT FENCE SR/W RIW SILT FENCE 00 R/W RAN SILT FENCE I R/W RAN SILT FENCE OO R/W
ono 000 oCHo
STREET STREET STREET STREET STREET
RAN R/W R/W R/W R/W
EROSION CONTROL DETAIL FOR SINGLE FAMILY LOTS-(N.T.S.)
STRAW WATTLE CROSS SECTION
STRAW WATTLE WOOD STAKE
2" DEEP TRENCH (TYP.)
24" MIN. SOIL
STRAW WATTLE: SHOWN IN 2" DEEP TRENCH
4' ----1 r- 4' --i r 4' ---, r 4'
\ / A
Lot 7 \
1 \
\
/
I p p e
I of Lot 8 �\ `
I ----
+n�N'\ \
X I \ \
overhead `� \
C STRUCTION power line
z EOTRANCE �;,� \ l Lot 9
D DRIV AY
PIPEAN
00 7DAY GROUND COVER INDIT REIII
. PIPES HAVE BEEN INSTALLED SILT FENCE
- , vA I (TYP.) /
ENTRANCE
or
CONSTRUCTION 1V / \ Lot lO \. \ \ \ 1 \ le \\\ \\
/ \\. �\ J I \\ 1
(7 11 DRIVEWAY \°\\, j
\\ PIPE IN DITCH WATTLE
FENCE \�\ WATTLE I �� R FORCED I
I \DAY GROUND COVER IN DITCH WHERE \;zC\ (TYP.) \S\ SILT OUTLNCE
PIPES HAVE BEEN INSTALLED �/ \ Lot 11
Mic el B. Bo er �� \
\\ \\\ WATTLE \\ \\ _'l D�B.679, Pg. 722\
\ \ SIL CE
OUTL
\\ �•O �// \\Lot 1,21\\ \'✓1�CONSTRUCTIO
LIMITS
` 0 pow additional drain field I
ole
1 \Lot 1 /l I
I
Lot 14 it ic\f
Lot 15
Lot 16
Ron Id S. HufflIand wife, i'/ I Lbro Martin
I er ` \ I ` Ch Ylotte P. ff I 1 l \ �� _ / /'/ / J B.y4A9, P�
p pot / \\ \ \\ I \l 73.11 Acres 7
l \ Lot � \ 1 I D.B. 1286, Pg 337 \\ \ \ "___�''
\ ( I / \
\ \ \ \
Tr9ct 3, 73.41 Qcres
R `\
" combination Survey for Mildwcl S. Maxwell"
P. 4, SI. 4-13 Ma 004
Ol
P
overhea Lot 18 l\\ \� (1 1\ \ \\\ \`\ \� I 0419,-Cbfloway-Rioad-,
power line G
drire / J, I \ \�\ I 1\ \I \, ate/ I /��o}} l2rJ
CONSTRUCTION
1. Use a hand tool such as a mattock or pick to score the ground. Using a shovel,
dig the trench to the needed depth. Soil from excavating the trenches can be
placed on the uphill, or flow side, of the trench to be used during installation.
For soft, loamy soils dig a 3-5 inch trench. For hard, rocky soils dig a 2-3
inch trench.
2. Lay the first straw wattle snuggly in the trench. No daylight should be seen
under the wattle. Pack soil from trenching against the wattle on the uphill side.
When installing running lengths of straw wattles, butt the second wattle tightly
WOOD STAKE
against the first. DO NOT overlap the ends. Stake the straw wattles at each
/
end and four foot on center.
3. Stakes should be driven through the middle of the wattle, leaving 2.3 inches
of the stake protruding above the wattle. A heavy sediment load will tend to pick
the wattle up and could pull it off the stakes if they are driven down too low. It
may be necessary to make a hole in the wattle with the pick end of your mattock
in order to get the stake through the straw. When straw wattles are used for Flat
ground applications, drive the stakes straight down; when installing wattles on
slopes, drive the stakes perpendicular to the slope.
4. Drive the first end of the stake of the second wattle at an angle toward the
first wattle in order to help abut them tightly together. If you have difficulty driving
the stake into extremely hard or rocky slopes, a pilot bar may be needed to begin
the stake hole.
GROUND STABILIZATION
SITE AREA
STABILIZATION
EXCEPTIONS
DESCRIPTION
TIME FRAME
PERIMETER DIKES,
7 DAYS
NONE
SWALES, DITCHES &
SLOPES
HIGH QUALITY
7 DAYS
NONE
WATER ZONES
(HOW)
SLOPES STEEPER
7 DAYS
IF SLOPES ARE 10'
THAN 3:1
OR LESS IN LENGTH
AND ARE NOT
STEEPER THAN 2:1,
14 DAYS ARE
ALLOWED
SLOPES 3:1 OR
14 DAYS
7 DAYS FOR
FLATTER
SLOPES GREATER
THAN 50' IN LENGTH
ALL OTHER AREAS
14 DAYS
NONE (EXCEPT FOR
WITH SLOPES
PERIMETERS AND
FLATTER THAN 4:1
HQW ZONES)
Lot 19
f ,
Lot20 I
Lot21 ,�22 ;;�/;1���- \�\\ PAGE I of 2
X0 V v
TOTAL DISTURBED ACREAGE: 0.80 ACRES
\1D_ 22 '' - - / ; ' I 1 / �l �� i \ `\ \ LOT EROSION CONTROL PLAN
'c/ i i % �\ FOR LOTS 10 & 11
IN
/ CALLOWAY CORNERS SUBDIVISION
overhead Lot 2�
power line ( L
\\�----- ------
Ronald S. Hu/fand`wi>e _-
Charlote Passapae Huff
96.4 Aces
D.B. 381, Pg. 365
i
FOR
--- �\ A & G RESIDENTIAL, LLC
/�/ / / ,'� - _ _-'' __ �� 1 / ► \ QUEWHIFFLE TWP. HOKE CO. N.C.
SCALE: 1"= 100' FEBRUARY 2020
GRAPHIC SCALE
100 0 50
,� - -- / 100 200 400
- Ronald S. Huff and wi>e,
Charlotte P. Huf�i' 1 I)
---7-3,41AcL s_- ( / i
D.B. 1286, Pg. 337
IN FEET )
71'2et-3i73.41 Acres �' i I I I /' ,/ 1 inch = 100 ft.
"RecombrnatienSurveyforMildredS.lylaxwell 1 �� / MOORMAN, KIZER & REITZELr INC. 115 BROADFOOT AVE. FAYETTEVILLE, N.C. 28305
P.C. 4, SI. 4-132, Map 004
PHONE [phone] FAX [phone] LICENSE #: F-0106