HomeMy WebLinkAboutNCC231065_Site Plan or Location Map_20230417 CONSTRUCTION SCHEDULE EROSION CONTROL CONSTRUCTION SEQUENCE (REVISE AS NECESSARY TO ADDRESS SITE SPECIFIC ISSUES)
WATTLE CONSTRUCTION SEEDING SCHEDULE
SODDING 1. Use a hand tool such as a mattox or pick to score the ground.Using a shovel,dig the trench to
1. Obtain all necessary permits and plan approvals the needed depth.Soil from excavating the trenches can be placed on the uphill,or flow side, 1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE. NOTE;-
2. Install gravel construction entrances first,and then reinforced silt fence outlets, of the trench to be used during installation.For soft,loamy soils dig a 3-5 inch trench.For hard, 2, INSTALL TEMPORARY EROSION CONTROL MEASURES AT LOCATIONS SHOWN ON PLAN. TEMPORARY SEED MIX SHALL BE USED FOR ALL AREAS EXPOSED GREATER THAN ONE WEEK AND SUBJECT TO FURTHER DISTURBANCE.
rocky soils dig a 2-3 inch trench.
LAY SOD
- � wattles and silt fences. 3. CALL FOR ON-SITE INSPECTION BY TOWN OF SOUTHERN PINES CONSTRUCTION INSPECTOR. PERMANENT SEED MIX SHALL BE CHECKED FOR ADEQUACY ON DULY 15.
TM~ P TTER IN UTTTEST STAGGERED 3. Finish clearing and grubbingan necessaryareas on the lots as the are started. 2. La the first straw wattle snu in the trench.No daylight should be seen under the wattle. 4. INITIATE GRUBBING AND TOPSOIL STRIPPING OF THE SITE. AN ADEQUATE COVER SHALL HAVE 50 SPRIGS OF BERMUDA OR SERICEA LESPEDEZA PER ONE SQUARE FOOT.
�. PATTERN.AGAINST
INST EACH OTHER
g Y Y Y 99 Y
DO
EAVESTEACHOTHDO 4. Begin lot grading and excavation activities g g p g g g 5. AS CONSTRUCTION PROGRESSES, REMOVE SILT AND SEDIMENT BUILDUPS AT ALL MEASURES TO MAINTAIN
DO NOT LEAVE SPACES AND Do Pack soil from trenching against the wattle on theu hill side.When installing running lengths
o NOT OVERLAP ASHARPENED of straw wattles,butt the second wattle tightly against the first.DO NOT overlap the ends. ADEQUATE EROSION CONTROL. TEMPORARY SEEDING RECOMMENDATION for SUMMER (TO BE FOLLOWED BY PERMANENT FALL SEED MIX)
rye, F1ASON'STRO-LISAHANDY 5. Begin or continue with house construction activities. 9 y 9 p
O •N TOOL FOR TUCKING DOWN THE g Stake the straw wattles at each end and four foot on center. 6. WI THIN 7 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING AND ON SLOPES GREATER THAN 3:1,
SOP nr ENDSANDTRIMMINGPIECES 6. Finish all rough grading and house construction. GROUND COVER SHALL BE PROVIDED ON EXPOSED SLOPES AND PERMANENT GROUND COVER SHALL 8E PROVIDED SPECIES RATE (LB /ACRE)
> �' `Nry 7. Install driveways,walks and patios. 3. Stakes should be driven through the middle of the wattle,leaving 2-3 inches of the stake APR. 15 - AUG. 15 GERMAN MILLET40
O� W Y p 9 9 FOR ALL DISTURBED AREAS WITHIN 14 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR
Q 1UTTINc-ANGLEDENDS 8. Begin fine grading of lot areas protruding above the wattle.A heavy sediment load will tend to pick the wattle up and could DEVELOPMENT.
�� _ C0 CnUSEDRYTHEAUTo- SOIL AMENDMENTS
pull it off the stakes if the are driven down too low.It may be necessary to make a hole in the
P. 1 r'°��..=CT RATIFIED
CUTTER MUST 6E 9. Final grassing,mulching and stabilizing of lot. In most cases this will involve the p y y y 7. CONTINUE WITH FINE GRADING OF SITE APPLY ZOOO LB /ACRE GROUND AGRICULTURAL LIMESTONE and 750 LB /ACRE 10-10-10 FERTILIZER OR FOLLOW RECOMMENDATIONS
_ rnATCREDcoRRECTLv. wattle with the pick end of your mattox in order to get the stake through the straw.When straw 8. WHEN CONSTRUCTION ACTIVITIES ARE COMPLETE AND ALL SOIL AREAS STABILIZED, CALL FOR ON-SITE
W Z installation of sod on the lot.The silt fence will remain in place until the lots are wattles are used for flat ground applications,drive the stakes straight down,when installing OF SOIL TESTS.
J °="=°" INSPECTION BY TOWN OF SOUTHERN PINES CONSTRUCTION INSPECTOR.
Sodded or grassing Is stabilized and takes hold. wattles on slopes,drive the stakes perpendicular to the slope.
O 9. IF SITE IS APPROVED, REMOVE TEMPORARY EROSION CONTROL MEASURES AS DIRECTED, SEED, FERTILIZE AND MULCH
Insp
ection ection and final acceptance letters
p p 4. Drive the first end of the stake of the second wattle at an angle toward the first wattle in order MULCH RESULTING DISTURBED AREAS. CLEAR ALL DEBRIS AND SEDIMENT ACCUMULATION. ESTABLISH PERMANENT APPLY 4,000 LB /ACRE GRAIN STRAW OR EQUIVALENT COVER.
Q to help abut them tightly together.If you have difficulty driving the stake into extremely hard or STABILIZING VEGETATION DURING THE APPROPRIATE TIME OF YEAR. ANCHOR STRAW BY ROVING, NETTING OR BY TACKING WITH ASPHALT EMULSION AT A RATE OF 400 GAL /ACRE.
U rocky slopes,a pilot bar may be needed to begin the stake hole. 10. UPON ESTABLISHED AND STABILIZED VEGETATION, CALL FOR FINAL INSPECTION BY TOWN OF SOUTHERN PINES
CONSTRUCTION INSPECTOR. MAINTENANCE
STRAW WATTLE CROSS SECTION RE-FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RE-FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER
• ••• DAMAGE.
STRAW WATTLEt
OOD STAKE
d• ,'�,� � A "SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS 113A-54.1"IS TEMPORARY SEEDING RECOMMENDATION for FALL (TO BE FOLLOWED BY PERMANENT FALL SEED MIX)
ROLL SOD IMMEDIATELY TO -ER MOWWHENTHESODIS ANAIALT ALTERNALABLE FOR TIVE ISMAKE NOTATIONS ON THE COPYED BY HAND F THEPAP ROVEDLETED AS AROSIONLAND�DSHEET. ..DEEP TRENCH(TYP.)
SPECIES RATE (LB /ACRE)
!! ACHIESE FIRM CONTACT AS NEEDED-TER WELL ESTABLISHED-IN23 SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE. RULE 15A NCAC 04B. 0131 ;2?3.. LAID. HIGH(2 sETTHEuao:vEP : " AUG. 15 - DEC. 15WINIER RYE (GRAIN)120
THE SOIL As soon AS THE soD Is wEEKs 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 1. SEED BED PREPARATION SOIL AMENDMENTS
APPEARANCE OF GOOD SOD COMPLETING, DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, PRACTICE OR APPLY 2,000 LB /ACRE GROUND AGRICULTURAL LIMESTONE and 1,000 LB/ACRE 10-10-10 FERTILZER OR FOLLOW RECOMMENDED SOIL
DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN:' 2. RIP THE ENTIRE AREA TO 6 INCH DEPTH. TESTS.
g� STRAW WATTLE:SHOWN IN 2"DEEP TRENCH OR GRASS BIADES 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND
T� SHOOTS-
GRASS SHOULD BE GREEN AND UNIFORM. MULCH
HEALTHY.MOWEDATA2"3' 4' 4' 4' 4'
CUTTING HEIGHT APPLY 4,000 LB /ACRE GRAIN STRAW OR EQUIVALENT COVER.
�
4. APPLY AGRICULTURAL LIME, FERTILIZER AND SUPERPHOSPHATE IN ACCORDANCE WITH "SEEDING SCHEDULE" AND WOOD STAKE MIX WITH SOIL. ANCHOR STRAW BY ROVING, NETTING OR BY TACKING WITH ASPHALT EMULSION AT A RATE OF 400 GAL /ACRE.
THATCH-GRASS PTO1;2LIPPIrJGG""°DE"° 5. CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM, REASONABLY UNIFORM SEED BED IS PREPARED 4 TO 6 LEAVES.uPToi;z THICK. MAINTENANCE
OTZO NE-SOIL AND ROOTS SHOULD BE INCHES DEEP. REPAIR AND RE-FERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB /ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY
FORSTRENGTH THICK WT"°Er'sEROOT'°'"T 6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK
FOR TO EXTEND TEMPORARY COVER BEYOND DUNE 15, OVERSEED WITH 50 LB / ACRE KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY
B{ 7. AFTER SEEDING. SEED ACCORDING TO "SEEDING SCHEDULE". MARCH.
7. MULCH IN ACCORDANCE WITH "SEEDING SCHEDULE" IMMEDIATELY AFTER SEEDING.
" 2 : an TEMPORARY SEEDING RECOMMENDATION for LATE WINTER d EARLY SPRING TO BE FOLLOWED BY PERMANENT FALL SEED MIX)
•�fi 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
SPECIES RATE LB ACRE
3 y .
REESTABLISHED FOLLOWING THE ORIGINAL LIME, FERTILIZER AND SEEDING REQUIREMENTS. DEC. 1 - APR. 15 WINTER RYE ACRE)
I 4 \ ANNUAL KOBE LESPEDEZA 50
VICINITY MAP \\ \ 2 \\ 5 \ \ OMIT LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE.
\ \ \ \ SOIL AMENDMENTS
(N.T.S.) _ 1 APPLY 2,000 LB / ACRE GROUND AGRICULTURAL LIMESTONE and 750 LB / ACRE 10-10-10 FERTILIZE OR FOLLOW RECOMMENDATIONS
_ \\ 6 I 1 OF SOIL TESTS.
\ l I �\\ MULCH
1 \\ I APPLY 4,000 LB /ACRE GRAIN STRAW OR EQUIVALENT COVER.
\ \ \ I ANCHOR STRAW BY ROVING, NETTING OR BY TACKING WITH ASPHALT EMULSION AT A RATE OF 400 GAL /ACRE.
\ \ \ I I MAINTENANCE
RE-FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RE-FERILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER
� 7
// / / ' PERMANENT SPRING SEED MIX
\ \ rive I / / / ' SPECIES RATE (LB /ACRE)
General Erosion Control Notes Mullin ar D ij / / _
\ � MARCH
SERICEAJLESPEDE ACOMMON BERMUDA 30
1. Only the areas shown shall be disturbed. / / / 1
30
2. All disturbed areas shall be grassed and mulched as soon as I / / / PERMANENT SPRING SEED MIX
possible and maintained until permanent cover is established. SPECIES RATE (LB /ACRE)
SEPT. 1 - NOV. 1 COMMON BERMUDA 30
SERICEA LESPEDEZA (UNSCARIFIED)30
KOBE LESPEDEZA 10
CAROPIN /VENTURES, LkC WATER
32 / �l I D.B. 198 PG. 260 ( 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 NOT TO SCALE
8' MAX \ 3�8\ J-�� 31 / Ic�j� ` \\ \ EROSION CONTROL SEQUENCE & EROSION CONTROL
\ �- � TOWN OF SOUTHERN PINES SEEDING NOTES E-1 TOWN OF SOUTHERN PINES SEEDING NOTES E-2
\\ 17
DATE: JANUARY 2009 DATE: JANUARY 2009
MIN. 12-112 GA. \ /
REA INTERMEDIATE \ / \\ \ //
MIN. 10 GA. WIRES 4 O I 346
LINE WIRES �-37
GRADE /
16 J \
/ vv vv CAROPINE VENTURES, LLC'�____
y
15 \ D.B. 4198, PG. 260
366
FRONT VIEW 10
STEEL POST NOTE: �\ / �p 2
USE SILT FENCE ONLY WHEN
WOVEN WIRE FABRIC DRAINAGE AREA DOES NOT
EXCEED 114 ACRE AND Q` / \ O� 14 2 7 \ / Provisions ground cover On exposed slopes must be
A
SILT FENCE FABRIC NEVER IN AREAS OF
CONCENTRATED FLOW. accomplished within 21 calendar days following completion of any
�- / --
w / 13\\ �� - 35q. - .��`' � I \ I / phase of grading.
FILL SLOPE �j�JB e
GRADE / Provisions for permanent ground cover sufficient to restrain
/ / 1 2 ) erosion must be accomplished for all disturbed areas within 15
* C / 8" MIN. COVER
FOR REPAIR of siLT * � � -- � / I �� / working days or 90 calendar days following completion of
FENCE FAILURES, USE j / OVER SKIRT
No. 57 WASHED STONE cv ' construction or development, whichever is shorter.
ANCHOR SKIRT AS 350_
FOR ANCHOR WHEN SILT / K
DIRECTED BY ENGINEER * -
FENCE IS PROTECTING // �j
CATCH easiN. '�� ,4" 2 / L 5 25 _ _-- 1 3 For HQW ZONES, round cover shall be provided within 15
TT, / ' / 9
MIN. working days or 60 calendar days following completion of
construction or development, whichever is shorter.
SIDE VIEW __ --- 14
GROUND STABILIZATION
\ --- t SITE AREA STABILIZATION
NOTES & MAINTENANCE: -- -- 342 �� -� EXCEPTIONS
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS \ Q / --- - --- 24 _----- DESCRIPTION TIME FRAME
IMMEDIATELY. Y 8 _-- - \ PERIMETER DIKES, 7 DAYS NONE
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT \ / 1 SWALES, DITCHES
PROMPTLY. \ / & SLOPES
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND - �� HIGH QUALITY 7 DAYS NONE
REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. / I / --- ----___--- - -- --• �f - _-__ __ // I WATER ZONES
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. r�' , I�j -___ I SLOPES STEEPER 7 DAYS IF SLOPES ARE
5. REMOVE SEDIMENT DEEPER THAN 12". ( I1 I 2 3 ��v DpAIN_ i / THAN 3:1 L10 OR ENGTH AND
5IN
. (l� NOT STEEPER
NOT TO SCALE \ \ 1 _,( _ _ EASEMtT `2j'
THAN 2:1, 14
DAYS ARE
9 I js , \33��, • \ \ / ALLOWED
TOWN OF SOUTHERN PINES TEMPORARY SILT FENCE 40 I i p j _ _ _ _ _ SLOPES s:1 OR 14 DAYS 7 DAYS FOR
DETAIL E-6 \\ / a / -_--- _ FLATTER SLOPES GREATER
DATE: JANUARY 2009 THAN 50'LENGTH IN
/ ALL OTHER AREAS 14 DAYS NONE (EXCEPT
WITH SLOPES
J I' 1 I I // 22 // / \ FLATTER THAN 4:1 FOR PERIMETERS
t�
I � AND HQW ZONES)
26
�49 IA2 ( 23
11
Lot Plan / � ,, PAGE 1 of 2
/� 22 "B" TOTAL DISTURBED ACREAGE: 0.38 ACRES
�3 PHASE-148 ,
LOT EROSION CONTROL PLAN
FOR LOT 23
\ - 44
\\ A - C NSTRUCTION- ' 'FLOW CAROPINES PHASE 12
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION A. ( FLOW TO THE REAR ) B. ( FLOW TO THE FRONT ) C. ( FLOW TO THE LEFT ) D. FLOW TO THE RIGHT ) E. ( TO THE FRONT & REAR ) /
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 PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY LINE FOR
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, x x x x x x x x x
SILT FENCE SILT FENCE SILT FENCE SILT FENCE x
or tracked onto public roadways. FFLow FLOW
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 x LOT x LOT x ♦ LOT LOT x x LOT * DREAM FINDERS HOMES, LLC
should be replaced promptly. Any sediment deposits that buildup against the fence should be removed and disposed of properly to insure that the removed sediment does not FLOW FLOW FLow N.C.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. z x z z x z z z z j x MOORE COUNTY C MeN EILL TOWNSHIP
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 u Lu 0 w 0 L) 0 Lu i
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 w Z w w w , W w w ' W w w W w x5 W W MARCH 2O23 SCALE: 1"= 60'
o a d a a a a s d
sod should be limed and fertilized as per soil type recommendations and type of grass recommendations when and if possible. o HOUSE o o HOUSE o o HOUSE o o HOUSE o o HOUSE o
a: o: a: x x cr Ir a: X X X
grassing g properly rY p p p g g Q. xa a d a a a a d a
Grassing and Mulching -The area to receive rassin and mulching should befertilized 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 N N IN N �` �' N (_a -� H I�, SCALE
LE
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. CONSTRUCTION CONSTRUCTION x CONSTRUCTION CONSTRUCTION x CONSTRUCTION
Y p p 9 p r 9 9 9 9 p p c x ENTRANCE x FLOW ENTRANCE ENTRANCE ENTRANCE ENTRANCE 60 0 30 60 120 240
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 ♦ FLOW y FLOW
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 FLOW $ + $ ♦ H
FLOW
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. O SILT FE O slLr cE slLr ENCE O� SILT Fly cE "b�RW % RW RW X NF RW RW X RW RW �( � RW RW XRW
Sodding,seeding and mulching will be maintained to insure proper ground stabilizing cover. o00 000 OOOu 00ou IN FEET )
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 I inch = 60 ft.
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 STREET STREET STREET STREET STREET
project in such a way that the sediment is not subject to erosion by wind or water.
MOORMAN, KIZER & REITZEL, INC. 115 BROADFOOT AVE. FAYETTEVILLE, N.C. 5
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 R/w R/w R/w R/w R/w PHONE (910) 484-5191 FAX (910) 484-0388 LICENSE #: F-0106
sediment deposits and bring the area to grade and stabilize it after the contributing drainage area has been properly stabilized. EROSION CONTROL DETAIL FOR SINGLE FAMILY LOTS -(N.T.S.)
LAST SAVED:3\2\2023 10:02 AM LAST PLOTTED: 3\2\2023 11:50 AM PLOTTED BY: Dennis Gilbert FILENAME: G:ACURRENT JOBS\H & H CONSTRUCTORS\16-1367-01 CAROPINES-EC\PLANS\CAROPINES PH-12 LOT 23.DWG