NCC232317_Site Plan or Location Map_20230821

cEposx CONSTRUCTION SCHEDULE I _� 1 /
® o,P� I. Obtain all necessary permits and plan approvals Erosion and Sediment Control \
I
s „ (E SC)permit and a Certificate of Coverage(COC)most be obtained before any laud disturbing activities SODDING \
occur.A copy TION F.&BCpermir,SCHEDULE
aerie hard copy of the plan moat be kept on site,preferably in \
a permits box,mid accessible inspection. J
�p� 2. Install gravel construction entrances S that salt fences,reinforced cper antlers and wales.
me soo fie swum,.
e9->n�o 3. Finish clearing and grabbing any ne wary area on the lots as they arestarted.
_y? o` 5zi. 4. Begin lot grading and excavation activities
5. Begin or continue with house construction activities. sxs ergo TmNWxa FOP TUCKING DOWN THE
6. Finish all rough grading and house M�E \\\\\\���
2 M 7. install driveways,walks and patios.
conswctron.
/8' 8. Begin fine Beading of lot areasEcEs
l \ 90
9. Final grassing,mulching and tabilining of lot.In most Gazes this will involve the installation of sod on the lotIll e CAUSED Pr TwE ACT°-
wwwwacr® The silt fence wilt remain in place until the lot is sodded or grassing is stabilized and lakes hold. ma MATexED coaasc r,,
G10. The contractor shall coduct self-inspections of the erosion and sedimentation control measures and complete
�p the following combined self-inspection form found o the DEMLR website O
coesec
�+,p hops//filesergov/ncdeq/Eller¢v%20Mmeral%20avd%20Land%20Resources/Stonnwater/NPDES%20 C7
°se Ks General./20Permits/DEMLR-CSW-Monitoring-Forms-Rev-August-8-2019.pdf.Twelve months(doom*. - �' 90
inspection forms shall be kept on site and available for inspection al all times.It is recommended a copy be
5""P'I kept in a permits box.(GS 113A-54.1(e),ISA NCAC 04B.0131,NCG01 Part Ili Sections A and A) / ......./\_ -
tOH Pp1� 11. Self-inspections for erosion end sedimenmtion control meazures are to be performed a[least once every seven • (111 / ��
swy17.8 calendar days and within 24 hours of every ram event of greater than 1 inch.Any needed repairs shall be
' ' . ille A,� made immediately to maintain measures as designed.All ESC measures shall be maintained as specified in 7 1 I
we the construction details on this plan A rain gauge shall be installed at the project site for monitoring.
O`x ¢ 12. Ins and final acceptance letters When the project is complete,the a es shall contact DEMLR to fig); .. .-I Hill�I(
5" SITE of cloeout the E&SC Plan. DEMLR informs the permirteeofthe project clue out,via inspection report, AcmEVE
ve the arm a shall visit Me.v ovMCG01'to submit an electronic Notice of termination(e-NOT).A S100 Eti Ot A Is ,, _
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aousoo wmsowrsLv ro waraBTOAOEern oFa- MaowwxEn mEsoo is
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ono��jrE NE '/OHNSOp� anvuelgmeral permit Recall becharged writ Na cNOT M1as been filled ow. xcsolL WpsoorveA.a.ynESRoo eLL rvi(xlxal s� `-
rc� SNOWBIRD RC 89 t F3p m N APPEARANCE OF GOOD SOD I
c IN GROUND STABILIZATIONa°am a �
&$` VICINITY MAP ® DEITE SCRPTION EA STABILIZATION LIRAMON EXCEPTIONS Va. title I 11
\ I
m N.T.S. PERIMETER DIKES, 7 DAYS NONE x�rrm.'awe°.r.� I
SWALES, DITCHES nova I
&SLOPES ra K".<a°nra.* I ( ' \ /
HIGH QUALITY 7 DAYS NONE r.ek..mra /
THIS PROJECT IS IN A PUBLIC SUPPLY WATER ZONES l\� \ /
WATERSHED(WS-IV)AND ALL REQUIREMENTS (HOW) R E M A II N�DE R
REGARDING SENSITIVE AREA SLOPES STEEPER 7 DAYS IF SLOPES ARE Pursuant to Gs113A(3),provisions for permanent ground cover
WATERSHEDS SHOULD BE FOLLOWED THAN 3:1 10'OR LESS IN sufficient to restrain erosion must be accomplished for all
LENGTH AND ARE disturbed areas within 14 working days or 60 calendar days O F LOT 917
NOT STEEPER (whichever is shorter)following completion of construction.
THAN 2:1, 14 62 / I I
DAYS ARE \-//UNDISTURB D� /
ALLOWED General Erosion Control Notes o
A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY SLOPES 3:1 OR 14 DAYS 7 DAYS FOR 1.Only the areas shown shall be disturbed. �j I/rT]
NCGS 113A-54.1'IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR FLATTER SLOPES GREATER 2.Temporary ground stabilization is required within 7 days on all �O ( I
COMPLETED AS AN EXCEL SPREADSHEET. areas40 I f
THAN 50'IN \\ //
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED LENGTH d-' 1
EROSION AND /
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A ALL OTHER AREAS 14 DAYS NONE(EXCEPT Z f(
NCAC 048.0131 STATES THAT'...DOCUMENTATION SHALL BE ACCOMPLISHED BY WITH SLOPES FOR PERIMETERS
INITIALING AND DATING D MEASUREOR PRACTICE SHOWN ON A COPY OF THE FLATTER THAN 4:1 AND HOW ZONES)
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, I \ 90
SE11 )DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE,
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION /'� CONSTRUCTION
CONTROL PLAN.' DATE: PAGE: 9 LIMITS
GATE. PAGE: Lot Plan
S S /Waite Silt 5 k/Wattle NOTE:
g equHek
qmpro Non FLow� 3
aced 1I 11s againstb- ley be aubsumtea Tor "C" 0 E F G "H" B <
0
use in silt socks['mettles,
-II
N r-
le il~6t k �I uniformly
a;��� P n� u u r� �® THIS PROJECT IS IN UBLIC SUPPLY
Stokes s ,) installed pain T ll Be a e e '� �]
SECTION SECTIONand a minimum of 10 feet„„,;,µ;„;;�;�„ �d WATERSHED(WS-IV),A D ALL REQUIREMENTS
graded flat areas°uldbe...Ned al Me edge be 4 OUs O U"Otis D nO"OU H u noos ous HODS Ha REGARDING,SENSITIVE AREA
land disturbance.The ends of the silt 0
sock/wa"°'a' g aroed und lopeRM r e G � WATEI SyJFC4DSI/\SHOULD BE FOLLOWED R A.M*r.. 'Co a•Maa.I I 4. Oak or other durable hardwood Makes with a 2
EO t"' r m r +--, Trt--c-r n wD'v--aT r Tr, 82 / v
sill cruets)_g t 'i I
inch v 2 inch cross section should be driven
aaann tltea / REMAINDER o
1.If needed,Tee Protection tenting should be installed along the buffer zone,wetland Th•C:
vertically plumb,through the center of the silt
socldwattle.Stakes should
maim iota boundary and/or around protected trees,providing a radius of al least 1.25 feet for each /r Com of 8 feet dihe silt wantrnaArnorn interval of 4 feet p gedma FLOW anen nchoftrunkdiameter. OF LOT 1041
urvTRErveTo 01/2 helutl of oN oy s g rida Min. 5. ble(i M1m SILT FENCE N2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on / / II„ED INSTAL T -.d Me siltTCTp- schematic/diagram anti field adjusted,if necessary,for placement at low points.If lots are 0 /""yaw.. .m,..°,..°.°.,.<w..°.,,.......a..,:. e�eckicdwamrete el mkrom olio°lace d used urinm runonarenm DlviRslOry Dire„ ontiguous and have different land owners or builders,each lot should have individual Siltp g Fence' UNDISTU
ISOMETRICWEw 1 Nlnepect aEt socplwanb at least weekly tine ewer SILTFECEI OIn TS ® 3.Install requiretl Sllt Fence within lORet of property line to ensure there is no cOn6icl with / I //each 1 inch or greater rai.II.Remo. CONSTRUCTION ENTRANIMIM septic system.It is the responsibility of the builder to ensure the Installation of sediment / \ \ /Mulch Or comp (dPos Dux coma now gArzs as control measures does not impact the septic system anti repair area(s).
4.At least one Construction Entrance/Exit is tD be ins,alletl per tat /
rur umre�wnea so Usd Deftm cm...c nm)dT s(wo.m)(man)(coo nm) 3(T50) f. time must ba replaceax ogg r 5.Waste bins and other areas dedicated for managing building material waste shall be al \ 1) \snap Flav-� II
welt(tie tsoc° cusssock/wattle may n.d to he Lre,.sift leas[50 teal away Tom storm drain inlets ordreinage tlitches unless keen be shown that /wax A.,, 101.
fSilttSock/xL<°stnm(aj (iesrm) (sa l (�mm) loal 1551 s o other tained behind elt Fen.ltlis separation canno[be achieved,these areas must be / ^ 0
coot Ie damaged 4. Reinstall if mem. contained behind Silt Fence. J N 11
x^p�mulicnnv 7. I1. 15. 22 ao s B.ABM downstream of disturbances should be protected;streets should be swept when
u ce j. s,°jn ,%. m%x %x e O Lot Plan a (ga filet (lee (2a1 (a74 d�swman55S seers ten�e ese siegheesdoveb sediment from the construction activity is present.
Vei/e0 t/m/m) Vei/e0 0,00 1/e/e) measurehas ""rrnanen ski- 7.Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are W CONSTRUCTION ril4
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION provided on additional sheets.Erosion and sediment control details are not drawn to LIMITS -.
L L scale. TYPICAL LOT LAYOUT WITH ROADSIDE DITCHES
DATE: cove Fenc Filter Fence PAGE: Qsr
DATE: PAGE: I8'Max.Standard
•
Steel Post a Mez.Eare Lob encwimomwre en c with wire fence Mre Fence Wire and
trench / \\) \
d Compact
(� Steed Post _ thoroughly
/ /
Os
� /ias1 kUrelope / H� n
,,,____
Plastic or
C
� ea `.p oBa/ a•M
Ca1 : 4F,.,w fy 1 . 7
o
---) ,--.
ConaimUion. n Filter Fabric `along lM tench a� j
1. Construe..
2.Ensure that ntl(H'gherkncesw�.
may impound vo
lumes lee or wateraulfiu mein causement banter of..ard mla are ortheaWUure)edVBl or extra steno.synthetic Mre fah., CROSS SECTIONNEW /� 6Mn ��'� �ifiA
3. baflterfabrc from a continuous a cutto thesnob or the bemer to avoid joints.memo nit are
urelfasten the finer..only eta support post with 4leetmrimum overe..nett lost / �, f�+ 1-'6
4.Support standard
de of Me
strength filter fthe wire mesh support to the bottomabric ties
ile strength.op slope f yrrequredrepa rsmmediatey. - - -- °•A4 t,,,-�PNside of Me d'w
f the trench.Fasten.wire reinforcement,
5.eehere%iiw me suppond a twee Ismz<,Spaceappos a maximum or a feet apart.suppa robe driven inch or greeter sediment Make or become ineffect,e,replaoeP collapse,tear,decampaae, `y. \
1)
have'mnmum s0 pound tense eu sa Construction: Maintenance:th filter
bric with 6 foot
st
s not
uire a wire mesh
rt fence.Securely 3.Remove sediment deposits as necessary to proVide adequate
6.kstensmenfiler fabric directly to postsswn or plasticemo motes should have amnimum of 50 poumnn ee 1.Clear the entrance and exit area of all vegetation,roots,and other objectionable 1.Per NCG-01 inspect at least once a week and after each l inch or
re to avoa undermining knee au material and properly grade it greater rainfall,make any required repairs immediately. \ O
7.Excavate the trench approximately 4 inches vide and R Inches deep along the M.o.line of the posts end g g 2.Place the gravel to the specific grade and dimensions shown on the plans,and 2.Maintain the gravel pad in a condition to prevent mud or sediment
upsMpe from the e.H s of fabric along be bottom end side of the trench.strong.. fen.Take oareato cedgrade s and andsunskeIt after.onvmumg smooth it. from leaving the construction Site.This may require periodic g
properly stabizetabilize leaflaruw con ibutn 3.Provide drainage to carry water to a sediment trap or other suitable outlet. topdressing with 2 inch stone. \�
critftai to neperfomanceaover memkrtebns and compact.Thorough mme lockall is drainage red has been 4.Use geotextile fabrics in order to improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilletl,washed or \
1a.On not attach lifter kbricmexisting trees. subject to seepage or high water table. tracked onto public roadways.
..\NC-Envberm imiIn.Jpeg SILT FENCE CONSTRUCTION ENTRANCE/EXIT -
ElC0\
DATE: PAGE THIS ED(WS-I IS IN A Y 1___,--,1
� / PAGE 1 of 2
'MIN. � PENCE WATERSHED(WS-IV)AND ALL REQUIREMENTS
REGARDING SENSITIVE AREA
e e / _ WATERSHEDS SHOULD BE FOLLOWED TOTAL DISTURBED ACREAGE: 3.46 ACRES
L1L11111111,11111111,1II III11 LOT EROSION CONTROL PLAN
• ---.''
LOTS 9 & 10
„Ewa„EDT MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION LOT
FARM
s 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
WIRE FENCE ................._ - relocated on the lot to insure that the potential for sedimentation runoff is eliminated es 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 properground stabilizing cover.
p s 99 g s p p s PHASE 2
HARDWARE CLOTH FRONT VIEW Vi,,,,BURY WIRE FENCE, 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 NIFILTER FOR
objectionable materials spilled,washed,or tracked onto public roadways.
cons„ED sroNESTEEL FENCE
INTO SOLID GROUND CLOTH IN TRENCH 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 J W SEALEY&ASSOCIATES, INC.
wST� caouxD NOTES: ~rPoAPs"RTMI" AND HARDWARE that the removed sediment does not wash back against the fence.Adequate storage volume should be provided for behind the fence et tall times.Take care to not undermine the fence during cleanout operations. CEDAR CREEK TOWNSHIP CUMBERLAND COUNTY
1.Hardware cloth and gravel shouts overlay the silt fence at least 12
inches.
�Xtpp Sodding-The sod should be properly maintained to insure that the Tess take holds in the areas beingsecured.The sod should be watered as necessaryto maintain adequate moisture in the root zone and revert dormant of the sod.The sod should not be mowed to close,since this could inhibit adequategrowth -
c•TO tt0•co o 2.Stone outlets should be placed on low elevation areas of silt fence and P v v s 9 v vq SCALE:1" 100' JUTE 2023
and based on field conditions. 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. GRAPHIC SCALE
MAINTENANCE:
BURY WIRE FENCE AND B RY 6'OF UPPER EDGE OF 1.Per NCG-01,inspect outlet at lest once a week and after each 1 Inch or 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 ion o 5
HARDWARE CLOTH FILTER FABRIC IN TRENCH greater rainfall event Complete any required repairsimmediMely. 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. ` = II
-
2.Freshen stone when sediment accumulation exceeds 6 inches.
3.Keep mesh free of debris to provide adequate flow. 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
mum VlEw 4.Remove stone as needed
half of Slone outlet to covered. sediment shall be deposited within the project in such a way that the sediment is not subject to erosion b wind or water. ( IN FEET )
..\NC-En vir lal.)}sey 5.Replace atone as neetled to facilitate tie-watering. P P 1 Y 1 Y
en 1 inch = 100 PL.
,..,:-.;. SILT FENCE OUTLET 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 MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage area has been property stabilized.
PHONE[phone] FAX[phone] LICENSE qF-0106
LAST SAVED:6/12/2023 10.27 AM LAST PLOTTED:6/12/2023 12:51 PM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\J 11 SEALEY&ASSOCIATES\23-2666-01 HAYWOOD FARM-EC\PLANS\HAYN00D FARM EC-LOTS 9&to.DWG