NCC241074_Site Plan or Location Map_20240417

izD FtgOTg CONSTRUCTION SCHEDULE Erosion \ \ \ 1 I / / / / / / ' ///�/ //// /f ' /TOT{NSON FARM E I.Obtain all necessary permits end plan approvals.E end Sediment Coutml(EffiSC)permit and a Certificate of Coverage V /
q (COC)must be obtawied before any land disturbing activtias occur-A copy of me ERSC permit,the COC and a hard copy of Me 1 '1• gyp/// / /
plan must he kept on site,preferably in a pommies box,and accessible MM.inspection. \ I 1 I 1 / / / /1pry0/ r1.I //
w SITE),
ITE ZI llgaveaonamtonrntr a first,menent relnomedsilt fence I / // , // / / / / /
•� outlets and wattles. V A / /.
o F 3.Pinion Gearing and grubbing any necessary areas on the lots as may are started. SODDING / /1 /
4.Begin lot grading and excavation activities
� ( � 1 s.Begin or continue nnna«onaww°n activities.
6.A DISTURBED STEEP SLOPES(SLOPES 8%OR GREATER)MUST BE MATTED,NO DISTURBED SLOPES TO `\\ I I I \ \ \ / /
NAIRNST F. REMAIN UNCOVERED. ®� -sop Inin STAGGERED
11`
CORBIN ST v. ).Finish all rough gradin8 and house construction.All areas not disturbed for)date needs to have temporary or PemMnent I / /// / / .�6 15/ � I////�� /
W gro�Mcover installed. a axis Axm mrMNwe Nacas V
B.Ins^I driveways,wall/mind patios. Mill /
g.B<gi fine of mesa ` \ tiy° / / / ( I I °///P N,
I O.Fin atraasing,,m ching•ndat•biliaingof lot In most cases Ibis will involve the installation of sad on Me lot.The silt fence will M�� \` \ ` n ti
11 in place nnhl melot ie sodded or gassing is stabilized and takes hold. \ \\\\ \\\ / In I P��
ll.The contractor shall conduct self-inspections of the erosion and sedimentation control measures and complete me following / ^I ,,7 I/
H
pi
ombined self-inspection f°mtfowdonme D6MLRwebsite / "I] /J
US' hdps:l/www.ticy.tic.gov/abouVJivixions/<nergy-mineral-and-land-reaourcea/swtmwater/smrmwaler-prograMnptles-conawction-pmgmm. gm�MATCHED CORRECT,. \\\\\\\ \\ \ \ \ / // • / /J J •
I I
Twelve M1 f completeinspection fshall6 kept d available f inspection11times.I dad a I I I
MCGLp$KBy 401 copy be kept in perm box.Rf G.S.113A54.1 through GS 113A57 Sec- 15A NCAC NAOMI through 15A \ \ \\\\ \ \ / / / / 1 /////
RD NCAC 04E General0504 Permit NCG 010000 NPDESf C Activities, 9J, \ /N /1
12.31f' P f and sedimentation 1 be performed 1 every I d daysd
m'24h f every of greater m 1' M1.MY dad Fry shall be madimmediately
/ ' Cris 1 C shall be dspecified hconstruction details h'pl re gauge shall 6 rolled �/, \\ • \ \\ \ / •/ / / //6�
at n f j \\\\\\\\\� / / ( / 7 / r ( //
13.1 d r 1 I Wh m I m t" Hall DEMLR 1 I''
EffiSC ( /
PI fl DEMLR-f m P - fan p 1 I 4--spec- ep ,tM1epennirx hll-- \r/, Asp� - 43
MAP
dy. .goviNCG01 to submit an Gwtm'Notice of terminatMn(e-NOT),A MO annual general Permit fee will be charged '''I''I,y�Y jlf lllN)Ijl!!4 tl eiNjj) \ \ \ 18 °/ / I I
VICINITY un[Ithe aNOT has been M.o.. fiffft N $ f lftb!! , I 1 rllll \ \ \ / 42 I \ ? \
/ \ 0
N.T.S. CONTACT AS WATER
u EI%wTHESOOIS a HE ` \ \ \\
•••••••••....... 10
GROUND STABILIZATION ACHIEVE NM W1iXiXE5O1 aax;Har°" (=,°aMmwaB \\\\\\\ \�\ / / I \ ` ��
SITE AREA STABILIZATION APPEARANCE OF GOOD SOD �/ \
EXCEPTIONS \� \\ \ \ / 1 DESCRIPTION TIME FRAME ! Ng / 1PERIMETER DIKES, 7 DAYS NONE I I��III , )
SWALES, DITCHES ��\itiir i tl1 �I EII rim'''sera. \ �� �� �1�/ - - )4) \ ��
&SLOPES _
HIGH QUALITY 7 DAYS NONE ^tea°'*°1°TM°^ °" \ \ ` \ \ \ // / -T / / I I I I I '
WATER ZONES v - saes aaarw.. / 1� \40 / (\
A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY (HOW) --' '`'�" 8°R11OiX- \\ \ \ \ \ / �� / / I
NCGS 113A-54.1•IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR SLOPES 7 DAYS IF SLOPES ARE 'mow:rKaed:TMoao�Honda° T ,.7
COMPLETED AS AN EXCEL SPREADSHEET. \ \ \ / \ POD I I `\
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN STEEPER 10'OR LESS IN \ � // / \ \\`
EROSION AND LENGTH AND ARE General Erosion Control Notes / /� \ \ \ _/ 20 �- \ 46
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A NOT STEEPER _ / / \ /
NCAC 04B.0131 STATES THAT....DOCUMENTATION SHALL BE ACCOMPLISHED BY 1.Onlythe areas shown shall be disturbed. / 39 `
THAN 2:1, 14 \ \ IlI
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE DAYS ARE 2.All disturbed areas shall be grassed and / / �� \ \ \\ \ \ // / �- \ 1 ( ( \ \ \
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, mulched as soon as possible and maintained . \
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, ALLOWED until pemanent cover is established. , - _ / �\ 63 `'�\
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION SLOPES 3,1 OR 14 DAYS 7 DAYS FOR % 23 �/ / / / \ \\
CONTROL PLAN." FLATTER SLOPES GREATER _ �� - � �FT"�YFFTTT� "---
THAN
00' IN \ \ \ \ / // �2� , \ 38- ` \ \\\ \\ \
1 \\ALL OTHER AREAS 14 DAYS NONE(EXCEPT / I' �I 1 \ ��// --- -\ Imo-) o�°�E� 8 \ \\ \\\
WITH SLOPES FOR PERIMETERS ���// , I I �� ........-1-
/� 37 -\ `- �� \ `\\
FLATTER THAN 4:1 AND HOW ZONES)
•
DATE: PAGE: I l\
FLOW„ silt Sock/eat be Silt Sock/be t DATE: PAGE: / / \ u- OAS- - �� �0\ \ �t- o Dlulwsc EAs J\
NOT. Other materials providing equivalent protection ` / EQ yy 1
'tl. =.rr - mar
use in silt socks
aMn. n I - g.uE z. - - post (I/ (1/ (I/ ' (,`, 1 36 - __ /
p 2 , MII 2" 2 s. tO the des.lenqM such Mat logs do not 1 form. ..A.. ..B.. ..C.. .D.. ..E.. ..F. "G. .H.. 1 1 1 I _� .E'f{SEAQ�IV I �`�
Stakes Stakes -,, \ \ -\
SECTION SECTION nle(s1I«flat areas should be located at Me�ednbeee of ellow II I A ✓� �� _� // \ 1 \ _- \ ` _ 60
°' a'Ta°` prevent rune..nelsl going around Me an e R ✓L ✓< HOUSE �G Hous �'1:1 " `\ \ / _.seeklwaftleis)should be turned eghtiv upslope to �p / _ _�
•
p I HI . Oak or other durable hardwood stakes with a 2 \ \Nii----- - -1----
II) W In..2 Inch cross sectIon should be driven
vertically plumb,through the center of the allt
Tren<h InMorn Marvel of 4 feet or a a rrI O• -RO• AY -RD NAY -ROADWAY -RO AY -HO• AY -HO AY -ROAa GAY \ �/ /sock/wattle.Makes should be placed at a I
/ / - -/ \ ! • qp
or Com na 4 Min Ina eaten placed in n"a Irian '`CURB INLET
or Cua., \ \ \l\ / / / 34 "•` �r cE ENS
Wood Mulch grow Notes: 1 / \ �� L � if
umRErvcnEDTh l/2 height of sTALIATIory g 5sacks/wattles are used on einr,when d)theeilt 1.If needed,Tree Protection fendng should be installed along the buffer zone,wetland
/ / \� ` i
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ISOMETRIC IN ,"�..vrew.00.m.„o.a.�.w�.ro.,�..anv...mw,v. boundary and/or around protected trees,providing a radius of at least 1.25 feet for each \ / / �� - -�1�/ \ �� 0
old. place a g runoff events. LEGEND inch schematic/diagram
Silt Pence et \I // /�-�
Rle VIEW I 2.Install Silt Fen on the low elevation sides of each lot.Install Silt Fence outlets shown on \\\ 1 \ ' ////// / 1g0 \ \ ` �_ -
°tt°rea.1 in.or greater rainfall.Remove N i- schematiGtlia9 am and field adjusted,if necessary,for placement at low points.If lots are 1 I \ I / / / \ \ / \' 58
for mulch oned 2. aloe mu a be replaced ea or -'®.- Fences.
contiguous and have different land owners Or builders.each lot should have individual Silt 1 I I / \ - \/�- A�° w SOCK wlau now RAIEs as Fences. _
unt.
q, �•Is COMPOST
s(wo gym)(sD gym)(aoD gym) 3(�°m p clogged 3.Install required Silt Fence within 10 feet of property line 1D ensure there is no conflict with , / / 200� LV
Sheet Flan,-� cue m)n m) B. ENTRANCECONSTRUCTION septic system.It is the responsibility of the builder to ensure the installation of sediment I I / \
s.art t seek r � control measures does net impact the soots system and repair area(s). l /// /- / -` g1m E- -� / �- M O
silt Sock/xLe ylnm(axj (IaSrmj(usrmj I`M� Ir..rni I`„o a CURB INLET 4.At Construction Entrance/Exit to be installed [ 22
Wattle (.Tan m) (sea m) (500 m) - per o. I <\Work A Hy°'°arr`D'. s .all be.sea asaldwaffle may need to be euml'r�Nm 5.Waste bins and other areas dedicated for managing building material waste shall be at /// / \ \ N > ` 5� �� q
g 7,%x aim%x Ira%x m%x m%73„R compete and trio areaabove Me least 50feet away from storm drain inlets or drainage ditches unless it can be shown that / \ \ \ �/ j Q
(s (MI (I ( I m/ ' bee Flo mbl a no other alternative exists.It this separation cannot be achieved,these areas must be /
/m%m) /m/m) /m%m) /m/m) /m/m) .....
Maee npemmne ye iize. \ ��// /�
m..0 n a 4 sns socks/wattles contained behind Silt Fence. \ ` ` ///// 23 ..... \ F, 7.---------
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION 6.Inlets downstream of disturbances should be protected:streets should be swept when
' L �. �_
L---_-- sediment from the construction activity is present. \ I
..\NC-Environmen lot.jpeg 7.Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are \\ \ �//// \_ - � '_ 33\ \ / I
\ provided on additional sheets.Erosion and sediment control details are not drawn to scale. ,\ / / \ \` \ \ /
DATE: .-II wire Fence �-Filter Fabric PAGE: TYPICAL LOT LAYOUT WITH CURB AND GUTTER J' -56--}o
�e'M strengthtabs f°^u r Wire Fence PI iMre B°ckfill trench ----------------- \ \\ ` //// /\ /_- /\\ ` 5_/ __
amel Pon sMax.Extra a tic wiuomw ondC t DATE: PAGE: / /
Ct wire .A Steel Post ��' ...rtnorougnlyac t ,. upaape / `\ �/ // \ ys. \ \ // I �-
------
Plastic° Ia : B - - /� 32 �53 ` / -� ��
rim � � �� � I-
ea �4 M \ �/ A� \ / /
t X :L rend B1 in ��� �r•r r� _��j/ \ �/ / ��
1 Fifer Fabric e r F''"n \ / / \ \ \ �+--- / 53 / -5-4!I I
NOraa \ 25 CONSTRUCTION
1. Construct the sea maynmetic niter CROSS SECTION VIEW \ > ENTRAN= / ..1.i.
I xg0
2.Ensure that e M1may impound umes°f haters menentt seeserucM1 structure) m q (1q / . CONST CTION\ / / I I
W he er Pediu ant..dou a urece d 2Inches '/
3 Co the tefarcfromacontinuousmcutftoMelenghofthebantertoe - 1 1 \ �_ \ LIMIT , / / / l h are
securely s.ngfasten me filter clothby only n a support pod with 4 tone minimum r•yam r-- s
\ 1
Support4. dad/port to filter tebotto ncf t see ncii.mes fastened s°wrely inorcemenk xtentl 1.Inspects % r r r r r
ti,ewrem.eneappmtbreorplamafti°a°ouldhaa°„„wrem50<emw spa least ✓ B.G. r - - / /�
d.Wmef.n0ep twre0rpati<zip taa should ha.ammmumsp pound t. M greater rainfall.Make anyreyuredmepa,ammaarey r /�
s When a wire mesh support..Is used,space posts a maximum of B fen epee.Supports should be driven Ca team decompose, '�1 r!'s. T7p\ s Fe"c ` ��'11 1 efS irive�-
securely into the
7. _ mme < alas nn g nee rain and stares e a minimum of 24 inches. or became inefOctive,replace ft M.P., / w_11 r'y 1.ei �� .� = iT l _ -
8.Extra
terfabric d posts.Wire
wide nee inches phi am ale,the P Gs pound repatlle aane < - .. ram'- Y \ G ��_�
fasten the
amrmfab SLOPES EXPOSED DURINGCONSTRUCTION ��- WgTTLE /
roximately 4
roposed line of the
strength /MUST BE SECURED WITH AP0000ED MATTING.� 2�- /
Construction: Maintenance) SEE DETAIL PAGE -� - .� CO TRUCTIOr '/ /Mace 12 inches of fabric
from the bamte the Men.ap. NO SUBSTITUTES! N$
8. after the cono-ieut g 1.Clear the entrance and exit area of all vegetation,roots,and other objectionable 1.Per NCG-m inspect at least once a week and after each 1 inch or / e LIM1NTS
esoil p'traeced over the filter fabric am compact.Thorough compaction of the badmlNs drainage area has be properly stabilized. material and properly grade it. greater rainfall:make any required repairs immediately. - - '� -\ REI RED aPv /- - . /I m _
performance. 2.Place the gravel to the specific grade and dimensions shown on the plans,and 2.Maintain the gravel pad in a condition t°prevent mud or sediment / �_ 0 C \\
lo.oo not attach filter..to existing trees. ---
smooth It from leaving the construction site.This may require periodic `\\i^ILT-- CE`/ /29 I / / \3.Provide drainage to cawater to a sediment trap other suitable outlet topdressing - _ OUTLE I _ --
NC-Envirglmentrl. Igao ax page or g Provestability foundation locations 3.Immetlialanly remove all objectionable materials spilled,washed or T� \ \/�/ '/X / - - -
Jg Iry poro p gwith2in hstone. J /'
\ jpeg 4.Use t the fabrics in order to improve Mthe found tlo In __
SILT FENCE subject to see high water able. tracked to public roadways.
c (
CONSTRUCTION ENTRANCE I EXIT _ -\\ \\ \ "O /-r \ 1 -
DATE PAGE: T7n
MIN _I FENCE
�- -- � N\\ ( i \.\\. . A -- ' PAGE 1 of 2
+ 1 . LLIIIIIIIIvllllll i Iiilllll l MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION OTALLOTTEROSIONA ONT ACREAGE:
PLANAOREs
I ---. .. LOT 26
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 actvities on any particular lot do not adversely affect any of the installed erosion control measures.If IN construction dictates,measures will be
THE wnsHED ST j �v 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. ELLIOT FARMS, PHASE 1 B
- i - Gravel ConsIra tion 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 rainfalI,inspect any structure used to trap sediment and clean it out as necessary. Immediately remove NI
STEEL FENCE POST 17.7objectionable materials spilled,washed,or tracked onto public roadways.
................._ - FOR
HARDWARE CLOTHFRONT VIEW 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
wIRE FENCE .._...._...._...
� Ril WIRE FENCE,
niurs 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 eleanout operations. CAV I N E S S & CAT E S BUILDING
STEEL
WOO sroNE _ ND CLOTH IN TRENCH 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 DEVELOPMENT CO.
zbr� caouuD INTOsoLul APART MIN,
AND HARDWARE 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.
NOTES) CARVERS CREEK TOWNSHIP CUMBERLAND COUNTY
1.Hardware cloth and gravel shouts overlay the silt fence at least 12
�p^re Grassingand Mulching-The area to receive grassingand mulchingshould beproperlyfertilized and limed as necessa as an initial stepin soil preparation. Once the grassing has been placed,the area should be maintained as needed to insure that all areas are germinating An bare areas should be
•e°ao o°g trachea g 1 ry D D g g g 9 ySCALE: 1"=100' MARCH 2024
<� 2.stone outlets field should places on low elevation areas of salt fence repaired,and reseeded as soon as possible.If the time of year does not permit the establishment of permanent grass,then atemporary grassing should be used until the growing season permits the use ofapermanent grass. GRAPHIC SCALE
and based on gets conditions.
MAINTENANCE: 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
BURY WIRE FENCE AND B RV 8.OF UPPER EDGE OF 1.Per NCG-01,inspect outlet at lest once a week and after each 1 Inch or sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water. r
HARDWARE CLOTH FILTER FABRIC IN TRENCH greeter rainfall event.Complete any required repairs immediately. II
2.Freshen stone when sediment accumulation exceeds 6 inches.
3.Keep mesh free of debris to provide adequate now. 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
SECTION vIEw 4.Remove sediment when half of stone outlet is covered. 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 )
q"" 1N fey SILT
Replace stone as needed to facilitate de-watering. 1 inch = 100 fit.
er SILT FENCE OUTLET MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
NC-Envtr
PHONE[phone] FAX[phone] LICENSE BF-0106
LAST SAVED:3/12/2024 1I:52 AM LAST PLOTTED:3/12/2024 2.05 PM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\CAMNESs AND CATES DEVELOPMENT INC\22-2017-02 ELLIOT FARMS-EC\PLANS\ELLIOT FARMS EC-LOT as Two