NCC240490_Site Plan or Location Map_20240221

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�y" CONSTRUCTION SCHEDULE I \ \ v �� _� \- z/ ^
I.Obtain all necessary permits and plan approvals.Erosion and Sediment ControSE&SC)permit and a Certificate of Covgbge \ \ \
-- yr._ _ ______ ...........
3/y (CAC)must be obmined before any land disturbing acdvitlea accm.Acopy of Me E&SC permit,the COC and aM1atd eopyrWB� 1Ilb---
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`� P A *IkW f. . plan must be kept on site,preferably in a permits box,and accessible during inspection. \ 1 I I k \0111
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2_ S/y • 2 Install gravel construction entrances first,then silt fences,reinforced silt fence \ �� //�
outlet
' oospYi I 3.Fiuiles and wand gabbing any necessary areas on the lots as they are stanM. \ - /
o 4.Begin lot grading end excavation activi0es al
r, �� $ cif S.Begin el continue grading
and house co construction -\\\ \` \ aks\ / / // �� -------____ 7
�� 6.Install driveway8m allo and house censwction. •
_ / -\
J.Install driveways walkx and patios. -\ \ / /
8.Begin fine grading of la areas \
9 SITE V 9.Final grassing,mulching and stabilizing of lot In most cases this will involve the installation of sod on the lot The silt feac lj "\\\\\\ \ \\ 1 \ 1 / �� / / / /./
now
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r �1 rem nPlece until the lo[is sodd�or 8rassin8 is nabilized and2kes h°Id ( //// / /1IO.Thec'ntn car shall c°nduct self-inspecnores ofthe erasion end sedimrntation control measures and wmpine the following. 1 �/ /Ilik
Vir4;‘ �/ �, '-
combined self-inspection form found on the DEMLRwebeite \ _ \\\ \\ \\ \ \ I I I - _ / / ---
oft caps)/www.degnc.gov/aboui/divisionMenergy-mineral-end-land-resources/stormwaterOlommater-program/npdes-consnuctron-Program." \ ` \_ I / / / �-_
Twelve months of complete inspection forms shall be kept on site and available for inspection&ell times.It is recommrndede ''] \\Y \ `\ / / /
copy he kept inapermits box.ReEG.5.113A-54.I through G.S.113A-57 Sections lSA NCAC 04A.0101 Hpough lSA ...General PermitConstruction
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I I I i--� / / /®onion.AfteNS `` 11.Self-i 24homvs forero and even o grez2 odim trol Iinh.Any nsarew omlb at leastadei meevery sevenintain rasuresas •\ rj I ` I II /withind.AllEpf veryur aant f hen1 spec.AnYneed hadtamane immean.Arto maintainmeasures es -\ Iti#V
designed.All ESC measures shell be maintainedaspaified in the wnswcnon details pn 0is plan Amin gauge shell be ins 11at thenspe site cceptanel \.. I .� I _12.Inspe o dfinel eeoepmnceleaers When the projeq is eomplge,Uepermifae sM1ntl scams)DP,MLRm close out Ue B&SC
"T9, ltt� Plan Alta DEMLR informs the permutes of the project close out,via inspection report,the permitla shall visit 1 40 .
y/0 0. 1 a.Zo "dsnagov0NCA01"W submit an electronic Notice of termination(eM.).A$100 annual general permit fee will be charged \ � t ��_ I I I :AI
� \ / / /until the a-NOT has ban pled°ut ` { / arip,irakhwil
401 � 1 � II IGROUND STABILIZATION \\ I _ L
VICINITY MAP1 SITE AREA STABILIZATIONEXCEPTIONS \I.\ I ' �, Ii0 \ iiiaLli
ifilArrikilwitioa
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N.T.S. DESCRIPTION TIME FRAME \ . .\.. `I I ( /
PERIMETER DIKES, 7 DAYS NONE t \ \
SWALES, DITCHES \ \ / • ifZ
HIGH SLOPES I QUALTY 7 DAYS NONE \ -\\\\\�� ' �� \
\....
\ \\` y1"k •id:- R'ad \ / / f1,41
WATER ZONES \ \_-_ �-!�d\\\ a. Y"'C \ `1 k1 /(HOW) \r\\I\�. /SLOPES STEEPER 7 DAYS IF SLOPES ARE \ r.4 \\ IA SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BVTHAN 3:1 10 OR LESS IN �_'��_�' \\ \\ 0 (�j^NCGS 113A-54.1•IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR LENGTH AND ARE .\. \---\ \ \ 1 1COMPLETED AS AN EXCEL SPREADSHEET. NOT STEEPER \ \..1 AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN 2:1, 14 i \ �10
EROSION AND DAYS ARE I \ _ \ /SEDIMENTATION CONTROL PLAN ..D IS KEPT ON THE PROJECT SITE.RULE i5A ALLOWED ' ' }' `gam �� / "`B _NCAC 046.0131 STATES h1AT•...DOCUMENTATION SHALL BE ACCOMPLISHED BY - C.1 v e• a ,Illit
\\ NDS� -L
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE SLOPES 3:1 OR 14 DAYS 7 DAYS FOR /'' / M ' \\\ / � ('.'.
,pp ^`
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, FLATTER SLOPES GREATER / rG' _
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, THAN 50.IN _ _ �/^ •: •L \ ` ' / \-.-.-
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION LENGTH (..11 / \ ^ \ \ /^]/ /`, \ -
CONTROL PLAN." I //./. -- N / �` 'NO /ALL OTHER AREAS 14 DAYS NONE(E%CEPT /. eOL ((�� NS1 ITa IeN ON2 \ / -.:._ ...-WITH SLOPES FOR PERIMETERS / 0 \V+' ILT tlI'II P /FLATTER THAN 4:1 / rr-' ppE\FS�(4CE I 4 .,AND HOW ZONES) I /�. tin C SrR .IDN / // 11{ \ 3� 1 I .. :i ...::lz2.
/ \ y�-
/� 11- LIMI S / / \\ �.,_ 3 I 351 I \ \ \ I�I /:: /' / / / '......
/ /' co, RUCTION fT 1 7-- 38 1 /F .�
I(/ IMITS F CE II WA LE \I r�
DATE. PAGE: / / I • 5 4 I 3 // // 7-••t\ REINkORC
SILT FENC� s I \ I --- A I � /
Pto 3.�1 S t SAreetpbetfe PLo s--I Silt 5«k/Watts x / / //// / �r WA LEI / / OUTL lr I - g ILITYEA_EME I I 1 • P FUTURE �.
w�� _ ... PmMtlae spinstat-vmomtlea ..neaulxawtea,or / /' IREINFORCED¶V / I -'
NOTE:
e tecepn
_1111sucogs � ' Lw' .;-.� �.='p/1 iO \ DEV LOPM�NT
_c.'I " ..II. 651._ II,S-..If=14use in sin see.a wanes, Iv mmcast / I I I I OUTLNCE f. I 7n1� / / ��t Cw NSTRUC •N -S.S 3'}^s1l-- I ...w.pS /
12 SECTION takes z SECTION Stakes 1 length / I I 1 ` \-11 J1�. '71 5'VW_ 1 6-,or•• ay E TRA C S--it I I \ ',ane a minimum of ptwtryat�«pta ( III ( I II 1
pc Stsa,.wwemel�e ea9ao tl» rC ••N -S
Pat areas sorb ma tam I a EMENT . C - I:01V 1 CO•..TRU• /
Ro RO () eotme 3,UTILI �: j1� 11 .ILT \ \ \ TT'
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M''
s^^H'` I fl. I o --- \ / i5 I / I \ L AFEN�E 'I�, ENC. - _1 \\�A. - / I
, Oak or other durable hardwood stakes with a 2
inch x 2 inch cross section should be Obion \ C
:140
11-
ri
vertically plumb,through the center of
ilt
maximum interval of.4 feet or a maximum intervalof 8 feel if.sin a a`socklwahle.Stakes should be placed \\\ \\ \ \\ '\ V:.F\i 5 / ..... 11\{I\ u i ATT `AwTTL \ x / I� I ) \ J
ury To°t/2 height ofd Mulch or ologe 9 naa Mn aowwnme bel�beavy Inch \ m \ CO`-I RUC ION li, ' I / \ ��II W \L )r.. \ /� A/• ��j I. /2.,
ISOMETRIC
INSTALLATION ENTRE..,,..,,°°.°,.m...�.,.e°..e,,.re.s,w•...,.w,,. MAINTENANCE:sock/wale lo°d it ,,,-----.----- -r- 7 l'Ad
concrete li.ks.ell be in CHED INSTALLATION- sock...Nes are used on°abud.raehinil"norca°ema. \I1 \ \ `wATTL- / 11. G� :a„'..,.p..:,l• f \1�0 // y \ \Jew-r. //i/ �/�� • %/ l analo«„b after `�� \ ( • U 10// .. J/ iaz // .� f tt�A� / / /J
for MIA.or°°POck`s' COMPOST SOCK x nAL FLOW RATES 1 as \� \ \\\ \ ��:J�- 41.1r ottr
REIN�ORC \ ` - r P D// I- 180 _ / a 5 / // /umrencneas rolegea =nwettekm ,,F s(wo.era)(Ica.')(coo.m) 050 2. amamustce replacesrtawseem \,, needed to allow for adequate flow. \\ \ .... ^'L^• �v, �4 7]@12°- I L�EENCE� -_ SAC AINS EAN M�FyMf// -�rAC ANC 1 /�'i/ - .. ' / / /
a To se ) \\ _\ / o �.T\ .......OUTLET _, / /
slreetPwy 8 Pre5 t Sock/ML<„a,nm(azl (103Pm) (229 m) reel a �- ...........
�\ \`_. \ IWDRC ........ \CAT ACCESSAINT_ENANE \� --- . ��/ �/ 0 /// /
wwk Are. / watts (30S ) (390 ) (Soo m) \ .\.. \'I1� \ \ / � ,_,' -.
xtppau c n� .1. Reinstall if G. ani a be ndgenee tile)m l �� ��\ J Ol/'fLET '' \ ` \`\\ �- ' �- . '
°M a° T9rt n'n Ina zn-%n �%n rip a WETLANDS �► I... ��ap( s(i (I (zaI /a(3J` ems asb permanently°° saaabmat \.. �� EN SPA _ __ / ,
A°im) V.A.) /m/m) ,imkm> ,imim) stabilized. s. /. ..�..I\ .� _- � �-, - � (//i/2SILT SOCK/WATTLE FOR PERIMETER AN'D INLET PROTECTION \ \ '' ��
\\,. ._�. _ .. i.:_�_-� NBC- / I�
DATE: PAGE: /\ \ 1:0 .... 20'SEWER EASE ' t__i� / � \ �� I/
s� ( � � \\� � _ _ - �/ � � � � � �' � � /� �\ � ( IIIII /�
..A.. ..R ..C.. "D.. ..E.. ..F. .G.� H. \g� J / / \ // / \ III
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;71
4 N ' 'I I' ' I % % � ri I � � s, dz I 1 ` I/
T R ll Ha it HOUSE �V ri sous 2 \ �� \ \� / (-----
______ _______:,/,)))ii/)1)11)/1)4j/111'N �_ 1 1 III IIIIII���/R�
LryRo,. •AvtFsLtFia \ \ -- _ IuliLDReINE eEpPLDRB Notes 1IIIIII /1.If needed Tree Protection fencing shoultl bero installa ralong the buffer zone,et f r e 1 ` 1 „.)
boh of tr nk die eter. protecletl trees,provitlin9 a retlius of at least 1.25 feet for each I\ IIIIIII IIl\LEosrvo inchll Wnkn.on th2.sche l Silt Fence m the low elevation sif ne a each lot.Install Silt Fence outlets shown on
re \ /FLOW ry - - scntiguo s and ha entl lisle atllust ow k necessary,for placemenh at ld h points.If lots are1 / \ / IIIIIIII / ''contiguous antl have tlMerent)antl owners or builtlers,each lot shoultl have intlivitlual SittSILT FENCE / / \SILT FENCE OLITLET ® 3.Install required Silt Fence within l0 feet of property line to ensure there is no confild with \
coNsTRucTION ENTRAN septic system.It isthe responsibility of the builder to ensure the installation of setlimentII1\sues INLET controlm Construes not impacttheseptio system beinstand repairarea(s). / / \ -` \ / lIIII \� ��d.Al least onesConsimction Entrance/Exit is b be installed per lot / \ \5.Waste bins and other areas dedicated for managing building material waste shall be at / '/ �1
least 50 feet away from storm drain inlets or drainage dkches unless It can be shown that \� \ \ 4
no other alternative exists.If this separation cannot be achieved,these areas must be / / / \ / /�\ / - �� �� �- /� jii
/I 11 \\ \\\\
contained behind of Fence. _./ \ \
6.Inlets downstream ofnstrurban activity
should be protected streets should be swept when �/ /setliment from the conslheets.n activity is present. / �� _ - -�..\NC-EnvironmenlCl.jpeq T.Datailsfor Silt Fence,Silt Fence Outlets,Construction Entrances antl other measures era �_ _� j \ �� �� Iprovided on additional sheets.Erasion antl setliment control details ere not drawn to wale. / /TYPICAL LOT LAYOUT WITH CURB AND GUTTER / / _ - - i / /\ - P\\a\/\/�-\C\ A
DATE: PAGE: ■ AGC 1 of 2
/ TOTAL DISTURBED ACREAGE: 1.87 ACRES
•A� LOT EROSION CONTROL PLAN
/Aril
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION LOTS 4, 11, 12, 16, 17 & 37
0
Q' i3 General-All measures will be and corrections made after runoff rodudn rainfalls or at least onceweek minimum.The builder will insure that the construction activities on articular lot do not affect of the installed erosion control measures.If lot construction dictates measures will be
inspected
p g per anyp adversely any APPLETON SOUTH
Q J`p��C' /.444441.„ �'° 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 ,a„. FOR
* ^.•�^�'STD.�, "'e 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
\,�� • N. --±±,� objectionable materials spilled,washed,or tracked onto public roadways. DREAM FINDERS
�ititab < '�-`J i-R 5:so..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� �. • • a '- 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:,•'] • 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
/ ` �`,� A.
a- P P Y 9 9 rY GY q
-sy -j�ls p�,f.*`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 CUMBERLAND 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' JAN UARY 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 NCG-01 inspect at least once a week and after each 1 inch or GRAPHIC SCALE
material and properly grade E. 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 gavel to the specific grade and dimensions shown on the plans,and 2.Maintain the gravel pad in a condition to prevent mud or sediment o 0
mooch 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. - d
3.Provide drainage to carry water to a sediment trap or other suitable outlet. topdressing with 2 inch stone.
4.Use geotextile fabrics in order to improve stability of the foundation in locations 3.1mmediately 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 care to avoid undermining the fence during cleanout Remove and replace stone as necessary as it becomes clogged with sediment.Remove all L�
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/EXIT MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
PHONE[phone] FAX[phone] LICENSE ftF-0106
LAST SAVED:1/4/2024 7:57 AM LAST PLOTTED:1/4/2024 9:47 AM PLOTTED BY.Dennis Gilbert nlnvvun:G\CURRENT JOBS\H Ye H CONSTRUCTORS\24-1367-01 APPLETON SOUTH-EC\PLANS\APPLETON SOUTH EC-LOTS 4.I1.12.16.17 h 37.DWG