NCC230733_Site Plan or Location Map_20230320

, to] I;01:i9l4aIWL&YyMMI= I Bill Id
VICINITY MAP
(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.
MIN. 10 GA.
LINE WIRES
N
* FOR REPAIR OF SILTCIO
FENCE FAILURES, USE
No. 57 WASHED STONE. N
FOR ANCHOR WHEN SILT
FENCE IS PROTECTING
CATCH BASIN.
8' MAX
FRONT VIEW
STEEL POST
_--WOVEN WIRE FABRIC
1 SILT FENCE FABRIC
SODDING
LAY SOD IN A STAGGERED
•w'• M PATTERN. BUTTTHESTRIPS
TIGHTLY AGAINST EACH OTHER.
DO NOT LEAVE SPACES AND DO
NOT�'�'� •V h1 MASON ERIPSTRO. A ISA HANDY
MASON'S TROWEL IS A HAN DV
TOOL FOR TDOWN THE
M, M ENDS AND TRIA1 RIMMIN A11NG PIECES.
M i
BUTTING ANGLEDENDS
CAUSED BV ANGIER EN
I11-F-Gr MATIC SOD GUTTER MUST BE
M M MATCHED CORRECTLY_
GOee-Cr
ROLL SOD IMMEDIATELY TO WATER TO A DEPTH OF 4" MOWWHEN THE SOD IS
AGHI EVE FIRM CONTACT AS NEEDED. WATER WELL ESTABLISHEDIN2-3
THE SOIL AS SOON AS THE SOD IS WEEKS. SETTHEMOWER
LAID. HIGH (2"-3"1
APPEARANCE OF GOOD SOD
SHOOTS - OR GRASS BIIDES.
GRASS SHOULD BE GREEN AN-_
I HEALTHY. MOWED ATA 2"-3"
GUTTING HEIGHT.
THATCH - GRASS CLIPPINGS AND DEAD
LEAVES. UP TO 1/2"THICK
ROOT ZONE - SOIL AND ROOTS SHOULD BE
1/2"-SA THICK VNTH DENSE ROOT MAT
FOR STRENGTH.
MIN. 12-112 GA.
INTERMEDIATE
WIRES
GRADE
NOTE:
USE SILT FENCE ONLY WHEN
DRAINAGE AREA DOES NOT
EXCEED 114 ACRE AND
NEVER IN AREAS OF
CONCENTRATED FLOW.
\-- FILL SLOPE
GRADE
XX v
8" MIN. COVER
OVER SKIRT *
ANCHOR SKIRT AS
DIRECTED BY ENGINEER
MIN.
SIDE VIEW
NOTES & MAINTENANCE.
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT
PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND
REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
4. 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.
5. REMOVE SEDIMENT DEEPER THAN 12".
NOT TO SCALE
TOWN OF SOUTHERN PINES TEMPORARY SILT FENCE E-6
DATE: JANUARY2009 DETAIL
1. Obtain all necessary permits and plan approvals
2. Install gravel construction entrances first, and then reinforced silt fence outlets,
wattles and silt fences.
3. Finish clearing and grubbing any necessary areas on the lots as they are started.
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.
8. Begin fine grading of lot areas
9. Final grassing, mulching and stabilizing of lot. In most cases this will involve the
installation of sod on the lot. The silt fence will remain in place until the lots are
sodded or grassing is stabilized and takes hold.
10. Inspection and final acceptance letters
A "SELF -INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS 113A-54.1"IS
AVAILABLE FOR USE. IT CAN BE COMPLETED BY HAND OR COMPLETED AS AN EXCEL SPREADSHEET.
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE. RULE 15A NCAC 04B. 0131
STATES THAT "... DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING AND DATING EACH MEASURE OR
PRACTICE SHOWN ON A COPY OF THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY
COMPLETING, DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, PRACTICE OR
DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN:'
CAkOPINE VENTURES, LL�
D\i3, 4198, PG. 260 1-- 366
a
2
\29
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION
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 replacedpromptly. An sediment deposits that build u against the fence should be removed and disposed of properly to insure that the removed sediment does not
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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.
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Grassingand 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
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been laced the area should be maintained as needed to insure that all areas are germinating An bare areas should be repaired, and reseeded as soon as possible. If the
placed, 9 9Y p .
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.
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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.
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.
WATTLE CONSTRUCTION
1. Use a hand tool such as a mattox 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 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 the are driven down too low. It may be necessary to make a hole in the
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wattle with the pick end of your mattox 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.
STRAW WATTLE CROSS SECTION
STRAW WATTLE WOOD STAKE
" DEEP TRENCH (TYP.)
STRAW WATTLE: SHOWN IN 2" DEEP TRENCH
WOOD STAKE
1 D. B. 4198, PG. 260 \
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Lot Plan i
COMBINATiION
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A. ( FLOW TO THE REAR) B. ( FLOW TO THE FRONT )
PROPERTY LINE PROPERTY LINE
X - F SILT FENCE x
FLOW
x LOT ♦ x LOT
FLOW
z x > > x z
z z z
xw HOUSE a -o -o HOUSE c
Q. rJ xa a B_xa-
J
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N - N -
fn fn
x CENTSRANCE ION x ENT
♦ Scr
FLOW ti"
R WFLOR W R W SILT FEN�J R/W
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C. ( FLOW TO THE LEFT
PROPERTY LINE
X SILT FENCE
FLOW
x ♦ LOT
w
Z
W
Z
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HOUSE
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EROSION CONTROL CONSTRUCTION SEQUENCE (REVISE AS NECESSARY TO ADDRESS SITE SPECIFIC ISSUES)
1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE.
2. INSTALL TEMPORARY EROSION CONTROL MEASURES AT LOCATIONS SHOWN ON PLAN.
3. CALL FOR ON -SITE INSPECTION BY TOWN OF SOUTHERN PINES CONSTRUCTION INSPECTOR.
4. INITIATE GRUBBING AND TOPSOIL STRIPPING OF THE SITE.
5. AS CONSTRUCTION PROGRESSES, REMOVE SILT AND SEDIMENT BUILDUPS AT ALL MEASURES TO MAINTAIN
ADEQUATE EROSION CONTROL.
6. WITHIN 7 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING AND ON SLOPES GREATER THAN 3. 1,
GROUND COVER SHALL BE PROVIDED ON EXPOSED SLOPES AND PERMANENT GROUND COVER SHALL BE PROVIDED
FOR ALL DISTURBED AREAS WITHIN 14 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR
DEVELOPMENT.
7. CONTINUE WITH FINE GRADING OF SITE.
8. WHEN CONSTRUCTION ACTIVITIES ARE COMPLETE AND ALL SOIL AREAS STABILIZED, CALL FOR ON -SITE
INSPECTION BY TOWN OF SOUTHERN PINES CONSTRUCTION INSPECTOR.
9. IF SITE IS APPROVED, REMOVE 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 TOWN OF SOUTHERN PINES
CONSTRUCTION INSPECTOR.
1. SEED BED PREPARATION
2. RIP THE ENTIRE AREA TO 6 INCH DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND
UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER AND SUPERPHOSPHATE IN ACCORDANCE WITH "SEEDING SCHEDULE" AND
MIX WITH SOIL.
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEED BED IS PREPARED 4 TO 6
INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK
AFTER SEEDING. SEED ACCORDING TO "SEEDING SCHEDULE".
7. MULCH IN ACCORDANCE WITH "SEEDING SCHEDULE" IMMEDIATELY AFTER SEEDING.
B. INSPECT ALL SEEDING FOR COMPLIANCE WITH THE REQUIREMENTS OF THE "SEEDING SCHEDULE". MAKE NECESSARY
REPAIRS AND RESEED WITHIN THE PLANTING SEASON, IF POSSIBLE, OR THE DAMAGED AREA SHALL BE
REESTABLISHED FOLLOWING THE ORIGINAL LIME, FERTILIZER AND SEEDING REQUIREMENTS.
NOT TO SCALE
SEEDING SCHEDULE
NOTE; -
TEMPORARY SEED MIX SHALL BE USED FOR ALL AREAS EXPOSED GREATER THAN ONE WEEK AND SUBJECT TO FURTHER DISTURBANCE.
PERMANENT SEED MIX SHALL BE CHECKED FOR ADEQUACY ON JULY 15.
AN ADEQUATE COVER SHALL HAVE 50 SPRIGS OF BERMUDA OR SERICEA LESPEDEZA PER ONE SQUARE FOOT.
TEMPORARY SEEDING RECOMMENDATION for SUMMER (TO BE FOLLOWED BY PERMANENT FALL SEED MIX)
SPECIES RATE (LB / ACRE)
APR. 15 - AUG. 15 GERMAN MILLET40
SOIL AMENDMENTS
APPLY ZOOO LB / ACRE GROUND AGRICULTURAL LIMESTONE and 750 LB / ACRE 10-10-10 FERTILIZER OR FOLLOW RECOMMENDATIONS
OF SOIL TESTS.
MULCH
APPLY 4,000 LB / ACRE GRAIN STRAW OR EQUIVALENT COVER.
ANCHOR STRAW BY ROVING, NETTING OR BY TACKING WITH ASPHALT EMULSION AT A RATE OF 400 GAL / ACRE.
MAINTENANCE
RE -FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RE -FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER
DAMAGE.
TEMPORARY SEEDING RECOMMENDATION for FALL (TO BE FOLLOWED BY PERMANENT FALL SEED MIX)
SPECIES RATE (LB / ACRE)
AUG. 15 - DEC. 15 WINTER RYE (GRAIN)120
SOIL AMENDMENTS
APPLY 2,000 LB / ACRE GROUND AGRICULTURAL LIMESTONE and 1,000 LB/ACRE 10-10-10 FERTILZER OR FOLLOW RECOMMENDED SOIL
TESTS.
MULCH
APPLY 4,000 LB / ACRE GRAIN STRAW OR EQUIVALENT COVER.
ANCHOR STRAW BY ROVING, NETTING OR BY TACKING WITH ASPHALT EMULSION AT A RATE OF 400 GAL / ACRE.
MAINTENANCE
REPAIR AND RE -FERTILIZE 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 LESPEDEZA IN LATE FEBRUARY OR EARLY
MARCH.
TEMPORARY SEEDING RECOMMENDATION for LATE WINTER and EARLY SPRING (TO BE FOLLOWED BY PERMANENT FALL SEED MIX)
SPECIES RATE (LB / ACRE)
DEC. 1 - APR. 15 WINTER RYE (GRAIN)120
ANNUAL KOBE LESPEDEZA 50
OMIT LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE.
SOIL AMENDMENTS
APPLY 2,000 LB / ACRE GROUND AGRICULTURAL LIMESTONE and 750 LB / ACRE 10-10-10 FERTILIZE OR FOLLOW RECOMMENDATIONS
OF SOIL TESTS.
MULCH
APPLY 4,000 LB / ACRE GRAIN STRAW OR EQUIVALENT COVER.
ANCHOR STRAW BY ROVING, NETTING OR BY TACKING WITH ASPHALT EMULSION AT A RATE OF 400 GAL / ACRE.
MAINTENANCE
RE -FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RE-FERILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER
DAMAGE.
PERMANENT SPRING SEED MIX
SPECIES RATE (LB / ACRE)
MARCH 1 - JULY 1 COMMON BERMUDA 30
SERICEA LESPEDEZA 30
PERMANENT SPRING SEED MIX
SPECIES RATE (LB / ACRE)
SEPT. 1 - NOV. 1 COMMON BERMUDA 30
SERICEA LESPEDEZA (UNSCARIFIED) 30
KOBE LESPEDEZA 10
WATER
MINIMUM OF 1 INCH OF RAINFALL A WEEK (IF NOT SUPPLIED NATURALLY, CONTRACTOR SHALL SUPPLY THE REMAINING AMOUNT UNTIL
GROUND COVER HAS BEEN ESTABLISHED.
NOT TO SCALE
TOWN OF SOUTHERN PINES EROSION CONTROL [_2
DATE: JANUARY2009 SEEDING NOTES
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346
\\ CAROPINE VENTURES, LLC-
\\ D. B. 4198, PG. 260 '
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Provisions ground cover on exposed slopes must be
accomplished within 21 calendar days following completion of any
phase of grading.
Provisions for permanent ground cover sufficient to restrain
erosion must be accomplished for all disturbed areas within 15
working days or 90 calendar days following completion of
construction or development, whichever is shorter.
For HQW ZONES, ground cover shall be provided within 15
working days or 60 calendar days following completion of
construction or development, whichever is shorter.
GROUND STABILIZATION
SITE AREA
STABILIZATION
EXCEPTIONS
DESCRIPTION
TIME FRAME
PERIMETER DIKES,
7 DAYS
NONE
SWALES, DITCHES
& SLOPES
HIGH QUALITY
7 DAYS
NONE
WATER ZONES
(HQW)
SLOPES STEEPER
7 DAYS
IF SLOPES ARE
THAN 3:1
10' 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
WITH SLOPES
FOR PERIMETERS
FLATTER THAN 4:1
AND HQW ZONES)
PAGE 1 of 2
TOTAL DISTURBED ACREAGE: 0.43 ACRES
LOT EROSION CONTROL PLAN
FOR LOT 6
D. ( FLOW TO THE RIGHT) E. ( FLOW TO THE FRONT & REAR > CAROPINES PHASE 12
PROPERTY LINE PROPERTY LINE
XSILT FENCE X SILT FENCE x FOR
LOT y x x LOT ♦ DREAM FINDERS HOMES, LLC
w FLOW W w FLOW W
x M
W MOORE COUNTY, N.C. McNEILL TOWNSHIP
L ?� D'w w xw W FEBRUARY 2023 SCALE: 1"= 60'
0
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HOUSE a
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HOUSE
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CONSTRUCTION
x
CONSTRUCTI(
ENTRANCE
Mill'.ENTRANCE
FLOW
R W
FLOW
SILT ENCE OFR
W R W
X SILT FYCE
02Q%
R/W
nnn
nnn
STREET STREET STREET STREET STREET
R/W R/W R/W R/W R/W
EROSION CONTROL DETAIL FOR SINGLE FAMILY LOTS-(N.T.S.)
CaI-,',-IYHIC' SCALE
60 0 30 60 120
240
( IN FEET )
I inch = 60 ft.
MOORMAN, KIZER & REITZEL, INC. 115 BROADFOOT AVE. FAYETTEVILLE, N.C. 28305
PHONE [phone] FAX [phone] LICENSE #: F-0106
LAST SAVED: 2/14/2023 8:25 AM LAST PLOTTED: 2/14/2023 8:51 AM PLOTTED BY: Dennis Gilbert FILENAME: G:ACURRENT JOBS\H & H CONSTRUCTORS\16-1367-01 CAROPINES-EC\PLANS\CAROPINES PH-12 LOT 06.DWG