NCC240936_Site Plan or Location Map_20240401

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��" CONSTRUCTION SCHEDULE Isswiswmassim............._
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I.Obtain W1 necessary permits and plan approvals.Erosion and Sediment Contml(E&SC)permit and a Certificate of Covdrbge \ \
3y (CAC)must be obtained before any land disturbing activities accm.Acopy o[tM1eE&SC permit,the COCand aM1aW copy iWa� I \ \
`. P A �f,, ®� ,r,., plan must be kept on site,preferably ivapmnits box,and accessible during inspection. \\ I I k \ , , \ \ \ _ �\ � / /
2_ S/y • 2 Install gavel construction entrances first,then silt fences,reinforced silt fence \ 1 ��/�//��/�
,.--I. 9 0• _ ' wristsaafingad \ I I I \ \ \ /// / /_ ( ��-
' ctodYi 3.Fiutletsaadngand grabbing any necessary areas on the lmsaztM1ey are stared. \ \"/�/\Y/ -
o 4.Begin lot grading and excavation activi0es \ �'
r, �� $ S.Begin or h giadihhouseouse construction.All. .`. -\\ \` \ - \ \ / // _ -- -�
�� 6.Finish all rou8h8mding and house construction.All areas untdistufiNfor]days needs to have temporary or permanent _'\ �- /....:
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groundcover installed. /
driveways,walks and Patios.),Install drive / /
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; SITE 'r� S.Begin f eg d of let areas \ \\\\\ \ \\ % \\ \ J �1 = - / / / I9.Fim.l gru n,mWching and stabilizing otlot.In coo»cazes this willimolve the installation of sod on Nelot.Thesilt fence coil\ ( (1"
/ /remain n place until the lm is sodded or grassing is stabilized and tales hold. -�-• /�, 10.The contractor shall conduct self-inspection of the erasion and sedimentation control measures and complete We following _ \\ I\\ \ \ I I ///� - / / -
ww.inedself-inspecaonfom�fowdontheoeh¢Rwebsite - \� - / / /hops://wombineetcelfv/abectonform foundon e130end-teed-resources/smrmweter/stormwater-program/npdes-con9rvcnon-program. \ Ilk. \ I(
tit,� '� Twelve months of complete inspection forms shall be kept on site and available for inspection m all times.It is recommended A ...........Y� \ �` \ I I I I I 1 / / / // /
^" copy be kept inapemmns box.ReFG.5.113A-54.1tivough O.S.113A-52Sections lSA NCAC 04A.0101 though lSA \�... 1 \ \ / /® ``Irk NCAC pectin s General Permit NCG 010000 NPDES for Cres are tion peivir e _ \ . IjII1111$0011111,
II11.se1r-raz eetmm etremamn nnaaeaimenmtihn nnntrol meaznrea arembe rr m�ea at leantnnaevery aeren nmewardnra nnawithinz hours of eve event of greater than l inch.Any needed repairs shall be made immediately to maintain measures \ to*:111)#*
assigned.All ESC measures shallbe maintained azspecified in the construction devils on this PMu.Arain gauge shall be install ..•A. I II _ /
et(hepon andmal acceptance
c ring. 1
104
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411' 12.InsaneAfter dti LRinfomis the
pert Wheu the project iaooe out,v Uepermionr shall rt,thereatiMee shall
clone our the B&SC I_ lfir
Plan.Afl«DFMLR infamens the Permittee of the project close out,vie inspection report,the lxrminee shallvisit \ � I I , / /
P "deci nc.goWNCG01"to submit an electronic Notice of termination(e-NUT).A$120 annual general Permit Me will be charged •
"•o until the a-NOT has been rhea tot. \ -` \1 {{. I \ /
401 1 I I I I _ I / �
GROUND STABILIZATION I I _ L
VICINITY MAP SITE AREA STABILIZATION EXCEPTIONS \ \ 'c.... \ ' I� �� � ,
N.T.S. DESCRIPTION TIME FRAME \ \ .\y
Alitillilli....
PERIMETER DIKES, 7 DAYS NONE \t ,,,, !SWALES, DITCHES \ \ a lie i r h a � •�HIGH SOUAL TY 7 DAYS NONE LOPES I �' \\\�� �� \__ � Ha 1p*Ti •ld:- Read \ /A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY WATER ZONES NCGS 113A-54,1NS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR (HOW) . . \\ \\ \ , ' / ik
COMPLETED AS AN EXCEL SPREADSHEET. \ I��\ \ ,� \ �� ` / /O �AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED SLOPES STEEPER 7 DAYS IF SLOPES ARE ` �^ .i."... Oil
EROSION AND THAN 3:1 10'OR LESS IN \_"�- . \ \\ \ (�'j \\ �II 'up' _/SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE,RULE 15A LENGTH AND ARE \ %,_
\ 1 y� ,�5�/
NCAC 04B.0131 STATES THAT•...DOCUMENTATION SHALL BE ACCOMPLISHED BY NOT STEEPER / '
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE \ \\ -� \
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, THAN 21, 14 1 _ i_1 - \ ' `-� '�0
GATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, DAYS ARE I \ \ v. Fop\�pc II
/ / B � L
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION ALLOWED ... * , 4, // CONST- CTIO c , \\ NDS \
CONTROL PLAN." SLOPES 3:1 OR 14 DAYS 7 DAYS FOR [' \ / LIMIT'v, r N� .._�� ..... (.....
FLATTER SLOPES GREATER / j'''' _lily.
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THIS PROJECT IS IN A PUBLIC SUPPLY "LENGTH IN 9✓�•> L \ \ \ \ /WATERSHED(WS-IV)AND ALL REQUIREMENTS ALL OTHER AREAS a DAYS NONE(ExcEPT [.. / 0 �� Y FE CE \ \�\ �\ tlP P / / -
REGARDING SENSITIVE AREA FL WITH SLOPES
FLATTER FOR PERIMETERS
\ 4 F .. f ...v�En.Aems.....
WATERSHEDS SHOULD BE FOLLOWED AND How ZONES) ��/, / I I I / // ,-7 i \1,7,4V\ \31 1 35I �: :. �j / -
DATE: PAGE: I l I l'I 4 3 // // yi'. `1/\33"M1IMITTR ti \df' I II I --- - _ \I \ �� /
5 5 /worts Silt s k/Wattle / / //// I \ - e 'lulu eAs , A I ,; / FIITURE
(p D u, .el eaenn / 1 C ` /// / .1:'
I 1 \ �O I I 1 • DEV LOPM T
E
-Mtee ror k ' ♦ /
use n MR socks or wattles.
Ill ' SS �1 �� w 0..'.' ,11
I q.. �// FT-. - ...cast / ON l\_�\I axes stoke 111111111111111
. to the desired 3. IIt ly [ I I 1 I I \_ 5 UTILI-,� 1 d 6- RELT N E`EN RANCE� I I I \ \ �ry /
SECTION SECTIONgraope.and a minimum of 10 feet Peyond Me toe Iwolocated bps blled parallel.
rl» I I �lI I . -S �0Y ay SILT.NCE I I I
O•LE
gat areas should be
RO <O lt
sland ock/wattle(s)should be ttumed drern gang around^htlr upslope to 3s'UTILI EMENT `; r - 1 \ /` \ \
°•""". e'""` silt 1). eat a rWINNA
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-- - \ s .'i� \ r / 1.1�1 !v rinch x 2 inch cross section should be diiven \ C
W W vertically plumb,through the oyster,ma art
socklwattle.Stakes should he placed at a 7/ ' 4 • ll coo •s I ,, r«cam as of 8 feet if the silt« nloe p eelnaane \\ \\maximum interval of 4 feet or a maximum interval 1 I j/ / I� I / a 4To 1 2 hei ht of to a n Min. a. role lie.wnen \ \ \ \ \ \ ''/�/ 1• /UN / g g t g menq henry \ • \ 2S / �//ISOMETRIC O TALurION m...�.,.o..om re ...,, a tebwn a' w.NSTALLATION' socks/Mos ere used on°ee ig�"�ealwma \ \ \VIEW \\ /g.
A �� fad \i�D�2 � y _ _ \)ems /// ��y�_ ��EM
r« p SOCK PLOW RATES 1. cuMAINTENA"ett IBM or greater rainfall.Remove
an<ow,Wel,at leastweekly y debris and after \~ N. . '"o \ --�P li/� �� 1so 1a� / 5 // / i
UmrencsesoMulch or as (Iw^[s �„m 2. 111..to allow for aloe mustsreteflow. essee or \ \ \ \\ _ ,\• q' ilg 1 ` MAIN A"N E �- --MAIN-TENANT /
rhlecma Peagn wan`et`xer am)n s(wo.`m)(�.so.m)(got) am) \ • \ \ /yg ) �1Z4 \ ceE�s a M�ylr//�- -d-AcsEseeA t /��i/ - ., a / / / /---
Sheet n % Preslltu Sock/kasrnm(azl 000 Pm) m0 Se a. excessive,t silt cee a �- \ \\ \ ..\ _///^/ .� \ \CAS= AGCE.SSAINLENANE� \\�- - ��/ �I� .. // /
w«xA,a dr wottM (aaa"mI 1 w 1 (moo) :ta;aw"aren mesas.. . '�- / _ - _� - i� _ . / /
�hcr� b. 5. soc ampes�am .ereallM \ �. \ �- _ / �W °.
tyn ao spI '(lain 'payee (za rt a(3ir' net a "WETLANDS �p �► 1.' ��
measure ehmnmeane .alwretha \ .. .. .4_.- \-....... � �� ��/ /
p an e. EN SPAS _ _ /
I/m/m) V.A.) I/m/m) I/m/m) I/m/m) ... _ _ _ _ i �� f
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION N \'' '''''-� - - - %�' �� i ���� '' / ,
_ _ _ - - _ __ -_- (17((2
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DATE: PAGE: / \ __ 1:0 _.... 20'SEWER EASE�- _ � -� L__i / /� \ I I I I I I � / /
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BReINLET EDeEgrLDRe Notes \ J IIIIII __... .
1.If needed Tree Protection fencing should bero inmate radius
the buffer zone,etwetlandfor
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7---
boundary and/or around protected trees,providing a retlius of at least 1.25 feet for each I c I I I I I I I I I Il\
LEGEND inch of trunk diameter. );, / /
2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on \ /
DIRECTION ,./)
FLOW - - schematic/diagram s and have
and fee atllusted,f necessary,for placement at low points.If lots are 1 / \ //J IIII I I I I I I I I I / '
contiguous and have dMerent land owners or builders,each lot should have individual SittSILT FENCE / / \
SILT FENCE OUTLET ® 3.Install required Silt Fence within 10 feet of property line to ensure there is no conflict with \
ENTRANCECONSTRUCTION septic system,It is the responsibility of the builder to ensure the installation M sediment
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CURB INLET control s ores does not impact the septic system and repair area(sI. / / \ -` \ /- ��//l/III'I III I \ I ��
d.Al least one sConslmction Entrance/Exit is b be installed per lot / \ /
5.Waste bins and other areas dedicated for managing building material waste shall be at \ / 'I k,\
least 50 feet away from storm drain inlets or drainage dkches unless It can be shown that \� \ \ / \no other alternative exists.If Ihis separation cannot be achieved,these areas must be / / / \ /�\ \ /� �� �� �- /� jii
1111 \\\ntained behind Siff Fence. _./
6.Inlets downstream of disturbances should be protected streets should be swept when �/ Isediment from the construction activity is present / �� -�..\NC-Environmenlal.jpeq ).Detailsfor Silt Fence,Silr Fence Outlets,Construction Entrances antl other measures era �_ 7 _� j \ _ - - �� �� Iprovided on additional sheets.Erosion and sediment control details are not drawn to tamale. /TYPICAL LOT LAYOUT WITH CURB AND GUTTER / / _ - - i / /\ - / . \X\\/\/�-\ \\
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DATE: PAGE: ■ AGC 1 of 2
/ TOTAL DISTURBED ACREAGE: 0.37 ACRES
ir LOT EROSION CONTROL PLAN
/Arill
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION LOT 38
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0 �3 General-All measures will be inspected and corrections made after runoff producing rainfalls,or at least once perweek minimum.The builder will insure that the construction activities on anyarticular lot do not adverselyaffect anyof the installed erosion control measures.If lot construction dictates,measures will be p p gpAPPLETON SOUTH
.c,,,*C' / so'°or 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.
S f�n„% FOR
* ^.•�^�-STD.�, "'• Gravel Construction Entrance-The gravel pad should remain in a condition to prevent mud or sediment from leaving the constmction 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
/,�� • •S --±±,� objectionable materials spilled,washed,or tracked onto public roadways. DREAM FINDERS
1 igjsaat '� y� K K.Sn.-.�. 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
y' W� �. - 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. HOMES L L C
•�! a Mn - , ;tip:,••] �'!�0 • SoddingThe sod should be properly maintained to insure that thegrass take holds in the areas beingsecured.The sod should be watered as necessaryto maintain adequate moisture in the mot zone and prevent dormancyof the sod.The sod should not be mowed to close,since this could inhibit adequate growth
/ ` 14 Rb - P P Y q
=•sjJ� 4s i;v"s �,t.*`O d 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. CARVERS CREEK TOWNSHIP CU M B E RLAND COUNTY
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 SCALE: 1"=100' FEBRUARY 2024
Construction: Maintenance: 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.
1.Clear the entrance and exit area of all vegetation,roots.and other objectionable 1.Per NCO-01 impact at least once a weekend after each inch Cr GRAPHIC SCALE
material and properly grade iti greater rainfall;make any required repairs immediately. 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
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 MO 0 o 0
month k. from leaving the construction site.This may require periodic sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water. - MMI II
3.Provide drainage to carry water toe sediment trap or other suitable outlet. topdressing with 2 inch stone.
4.Use geotextile fabdcs in order to improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled washed or 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.re to avoid undermining the fence during cleanout Remove and replace stone as necessary as it becomes clogged with sediment.Remove all
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subject to seepage or high water table, tracked onto public roadways. fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage area has been property stabilized. ( IN FEET )
1 inch = 100 ft.
CONSTRUCTION ENTRANCE I EXIT MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
PHONE[phone] FAX[phone] LICENSE#F-0106
LAST SAVED:2/21/2024 11:21 AM LAST PLOTTED:2/21/2024 1:06 PM PLOTTED B,Dennis Glean nunvvur:G\CURRENT JOBS\H&H CONSTRUCTORS\24-136)-01 APPLETON SOUTH-EC\PLANS\APPLErvsnoufHEC-LOT38.cWG