NCC233749_Site Plan or Location Map_20240103

,OrgR'^A CONSTRUCTION SCHEDULE \ \ \ \ I I �/ // ///// /� /�/%
JOHNSON FARM `tee I.Oblstn a necessary peon and play approvals.Erosion and Sediment Conwl(b@SC)permit evd a Cettilicete of Coverage \ \I
9y (COC)must be obtained before any lend disturbing eerier lea cc copy of Ne E&SC permit,the COC end a bard copy of tea ti�
y plan must be kept on site,preferably in a perm¢box,and accessible dung inspection,
\ \ I I 111 I / / / / / // /
Fro SATE z.Install gaged construction entrances Brat.then silt rrn«a,reinforced khre�« n. SODDING \ 1 / / o ti
S' CI �J C tits and wattles I I 1 I / / / p / / /"---_,.....-----
\\ /
T 3.Finish cleerivg and grubbing any necessary areas on the lots as they are started \1 1\ \\
4.Begin lot grading end excavation activities / •
a� 5.Begin or continue with house corewction activities. \ /
_ �lY/"I 7 6.Finish all rough grading and House wnswction. 11.1511111111 CONSTRUCTION
31
].lnsnll driveways,walks and patios. / LIMITS / / /
NAIRN ST 1., 8.Begin fine grading of lot areaslienal •I •I//{
GURRIN ST v. 9.Fdml grassing,mulching and stabilizing"£lot In most cases this will involve the installation or sod an Ne lot.The silt fence will ne \\ I I `� \ \\� // / // 1615/ / Ill/l�\ ��IWremain in place umil the lot is sodded or grossing is stabilized and takes nolQ SIIMIMIMIIIcxosrworwMrnma vicres. Lpt Plan IV ' e�, / I-Y31CHyIOc contractor conductfoindon the ofNILRerosion bsite udimentetion conwl measurts and complek Ne followingsa ` 1 \\ ryy0 CONSTRUCTI / IIti // •' `omecgtreovelpectionform fawdantbe OEML2andece �\ \ LIMITS / it I P N,hops:/Iwwwdegm<.goer/aWu✓Divisions/rncrgr-mineral-anJ-IanJ-mwmrealxt"rmwataltarorrnwater-progtaMnPJ<s-eonsw<tiun-Pruymam. woowece ` / / /Twelve moons of complete inspection furors shall be kept on site evd available for inepecdan at all timea.It is recommevdedamerle scooter.mufti.
min MAT..comet/LY. \ Pcopyliekeptin epewi lip Rf G5.113A 54.1 throughG.B.IIlA 575 sISA NCAC 04A 0101 tlwugh lSA (/I/ (//'CiNCAC 04EOSIMGraleNCG OIOOIbNPDESfor Concoswm
\\\\ \\\\ \ \ \ \ 7e(
7 / 1 IU$ ❑.Selfmp cvom form d d on of roes a b dart d rders sy \\\ \ \ \ \ \ \
w;N'un rarer of N r nAnrmwa p' shall aimmediately mat ,j9•-] \\ \\\ \\ I I / I I
MCCLOSI:BYRp 401lbe...ti �� t - \ /de'gn d 11 SC sit 116 ed P 'f d N d '1 N'pl _ g g ball be nmmlled I
• • • \ lI ♦/ l/ l /)// )16/�
12.Inspectionand final pm 1 WhenN 1 h perm shall DEMLR 1 the MSC -
PI Re DEMLR'� N of the eras anon repON perm are shall visit
"dal. 8 /NCG01 b electronic N of termination(e NOT)A$100 ar1 general permit fee will be charged
until Nee NOT has been filled out Ill -INNlh/YhjIAIN)M'A= / /
,I tt�YI�N144"l '1 -AIVA114„, I1 \ A 43 �p�V
VICINITY MAP GROUND STABILIZATION wnxrxaaolL .:° �.`" s" xmN „ aMm'aB \\\\\ \� \ / is / I l ?
N.T.S. • SITE AREA STABILIZATION EXCEPTIONS rnx�APPEARANCE OF GOOD SOD \\ \\ \\ / 4Z/ I I 1\ `\ /\
DESCRIPTION TIME FRAME \\\\ \\ \ J /� \
\\ \\ ♦ �\
PERIMETER DIKES, 7 DAYS NONE ���/// \
) ) )
SWALES, DITCHES ., ��� \ \\ \N \ / 1 \
&SLOPES a,.�»vaxam' \\�� \\ \\ ` 19 - - - / \ \
HIGH QUALITY 7 DAYS NONE n'''' \ g \ / 41 4 \
WATER ZONES i.,,Ar 0,amwt 1 \\ `� \ ` - 1
(HOW) \ \ \ / / I
SLOPES STEEPER 7 DAYS IF SLOPES ARE \ / / it / J I I I I I
A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY THAN 3:1 10'OR LESS IN \ \ \ \ \ / ..--.1,,,,---- - \40 /// /\ I I I
NCGS 113A-54.1`IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR LENGTH AND ARE General Erosion aCOntYOI Notes / / J
COMPLETED AS AN EXCEL SPREADSHEET. NOT STEEPER /\ \ \ \ / \ s o �13d Roaa l \
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN 2:1, 14 I \
EROSION AND DAYS ARE 1.Only the areas shown shall be disturbed. / \ \ \\ \ \ �� �- 46 / \ \
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A ALLOWED 2.All disturbed areas shall be grassed and / / \\ \ \ / \
NCAC 046.0131 STATES THAT....DOCUMENTATION SHALL BE ACCOMPLISHED BY mulched ass n as possible and maintained 39 / `
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE SLOPES 3:1 OR 14 DAYS 7 DAYS FOR until pemanent cover is established. ' �� \
\ /� �_APPR (/ (/ Il l \ \
DATINGED EROSION AND SIIGNIINGAND AN INSPECTIONION REPORT CONTROL PLAN
LISTS°R BY ACH MEASURE, THAN COMPLETING,
FLATTER SLOPES
HAN 50E IN
\\ \ _ / / \\ _'R7'� I \ 63\ . \
\
PRACTICE L DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION LENGTH %- 1 \ \ \ \ �23� / / I \ \ \ \\
CONTROL PLAN."
ALL OTHER AREAS 14 DAYS NONE(EXCEPT _ \
---
WITH SLOPES FOR OME NES \ I \
FLATTER THAN 4:1 AND HOW ZONES) \ I I \` \ /\\ �2� \udr D� \ \ \ \\ \
l ))'I I \�\ �! 8 \\ 62 \ \ \\
DATE: PAGE: \\ ))/ I I I / _ -
Silt Sock/Wattle Silt Sock/sale N DATE 1� I ` ,,�` �� \- \
---- -\
FLOW„ s'MI F 3.MI 1. against erosive velocities equivalent
be subsuwfetl for PAGE: /�// \ / -��� �O �E - oDlulwse Ens J\
be gI� e " r DR"(\I 1 1
n,_ II I I. 1_Jle 2. Prot (1/ (1/use in silt socks°mettles. ----- ' \ \ 36
2 2 12-fen
' 2'.
x2 to the desired leng.such that logs do not S. 11 Scor. ..A.. ..B.. ..C.. "D.. ..E.. ..F "G. .H.. I 1 lI`` _� EQQ�NT \ \\ INSTRUCTION \ /1
SECTION Stakes seonoN St feesand a minimum of 10 feet heyond the I.of a d W m e 1 ��A. � I \� _- / \\ \. , LIMITS-�� \ \a /
land krw;mprevent%i>>`Iawagraded slo,Sift net works should be e°�n:a"sll ea slightly�IaNpero to
rattle(s1 located below T n ff, ll I � '� �,,I _� / / + 'I a SILT FENCE 660 /
R a'M"` H \ \\ \\ ` / - --\-/ R FORCE\� _ �20�
me)from going around the an e R ✓L ✓< :;it
G � / \pl I 4. Oak or other durable hardwood stakes with a 2 \
kl) it) In.x 2 Inch cross section should he Ortien
vertically plumb,through the center of the slit
nAr ...ROADWAY _au Ay _era. Ay _Ba fry _aaA.�rAv \ ` \ .. �_ _
L \ �� I . / CON RUC ON ^ITYP) ^5�
Wood Mal. when
or Col grouse n4 Mn. nob EOF cuae Noted \ / / RA GE .eY / \L _EE
To umRErvcnED1/2 height of g 6sacks/watt,are used on (1 a INLET 1 If needed,Tree Protection fendng should be Metalled along the buffer zone,wetland I 1 \ ,��d�C \ ` 0 i
•
INSTALLATION .mpg"o"mvmoreEiwm�port�Rya E• ,1z, boundary and/or around protected trees,providing a radius of at least 1.25 feet for each \� \ / _ - � 2 x�_ lam/ / ...........
sooFola� p ea g oaevem5. LEGEND Inch of trunk diameter. I /// \ ` RE'Ft:G` / - -
--
ISOMETRIC VIEW 2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on \ \ \ \ // / / \\ ` CONSTRUCTION SIL F C ��� -
t' aare N @- schematic/diagram and field adjusted,if necessary,for placement at low points.III.are \ I I / \ / - 1MD \ IMITS /• L ,, 58 -- _----
COMPOST _
rar Untr<ncnee 2. aura roue berep..Rdo ea or
contiguous and have different land owners or builders.each lql should have individual Silt \
I I I / \ \ - A�
Mulch or Compost
SOCK wl"AL now SATES as Fences. ^` -
qi mr•ts ° s(wo gym)(so gym)(Boo gym) 3(�norclogged 3.Install required Silt Fence within 10 feet of property line to ensure Tirane is no conflict with // \ \ T e 200_ Lq
needed to allow for adequate
Sheet Flo,-� cue m)h m) B. ENTRANCECONSTRUCTION septic system.It is the responsibility°Idle builder to ensure the installation of sediment I I / //�\ \ L \I
s.so L seek - Centro!measures does not impact the septic system and repair area(s). I 1 \// \ / - c:AI a E- -� / -- 2 O
Silt Sock/xLe ylnm(axj (lasrmj(usrmj 1`5 tr..mi 1`„o sal.vaNe may need to he replaced with a CURB INLET 4.At least one Construction Entrance/Exit is to be installed [ \ Ib�
Wattle (era m) fees m) (50o m) - per o.
work A Hv„n' S5.Waste bins and other areas dedicated for managing building material waste shall be at \ // / \ \ '•$ N �\ 5� �\ O Z
g "• T;,% tm3,n Im�n z:•,n m`a competedisturbance is ` be nd inspected w Anddave1B least 50 feet away from storm drain inlets or drainage ditches unless it can be shown that / \ \ \ �/ 1\
/m(m aft m ( m n Ire lid nbl a D other alternative exists.It this separation cannot be achieved,these areas must be 1\ \ // \ \ - /\ \� _- `
/m) /m%m) /m/m) /m/m) /m/m) measure as npermane ys ice n \ \ // /�
contained behind Silt Fence. ` F, /
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION 6.Inlets downstream of disturbances should be protected;streets should be swept when
_ \_
sediment from the construction activity is present. / /\ \\\ I\��I
..\NC-En vironmen lot.jpeg 7.Details for Silt Fence dR,onaSilt Fence Outlets,Construction Entrances and other measures are \\\\` \ //// / \ - •
33\\ \ 12 provided on additional sheets.Erosion and sediment control details are not drawn to scale. / \
TYPICAL LOT LAYOUT WITH CURB AND GUTTER
DATE: wire Fence ..-Finer Fabric PAGE: // - \ 51 / -56--♦• g-\ /
�a'M strength M re� PI -_-_ , / /\ \ / _ICI
anal Pon sMax.Extra a fabric without Wire Fence IR0n Socha
Comrathna DATE: PAGE: \\\ ` �j// / _ �- , _ /- - \ ` \ �" / 'T..
Steel Post .. tnorou9hlyac upaape \ \`\ \ �\ // \ yQ / / \ \ _, ---/
/ 55. -y.a �-
_____,
_, \k,
\ \
32
Plastic or 18401
Wire ties .
t X =ea Mtrena B1in �Gx\. �r�r r'� _��\/ �� \ \ \ \ // \ \� ` _
1 Filter Fabric
Q T F" \ \ \ 53 / -�4!I I
1. Construct the Me height .syn..a mMer%Nice.wgherfelx� sacT ON VIEW / _; / \ 25 / _---
CROSS \ I i °B\
z Ensure that m ound volumes ..feufficientro<.o.. neremm:0Inch,stemture) 4
3 Construct Mefilerfehrckomecmtinmusm cut tothe engN of the baleen toe " ._ \ �_ \ \/ -------
necessary,necessary securely fasten me filter cloth only at a support post with 4 feet minimum post i1•. -:-:r • r r r�1 / �/ �-
Iir-
4.Support standard strength lifter fah.by wire mesh fastened sewrey to the upsb Extend ...nen., / '-- `I _ / �\ \ �LYry' `�
Ma wire mesh support to the bottom of the lench.Fasten...re renforcemeM psope 'r ` ✓�`stance a week and after each 1 1. napes a M n I r � -- � � \ F3� ` � / 7 tide of the fence post Wire orpesuczip tee shoed have amnmum 50 pound tense Strength inch or any required repaismmeaany �' rri \ 77\ \ / ..i / Tall T11b SD Ve
5 When a wire mesh support fence is used space posts a maximum of 8 feet epee.Supports should be driven Should sediment fence collapse,tear,decompose d' \ 11\�l\ Tall 1 U \ lJ
aecumlyntntnegroundamnimumof2 inches. or hemreplace 11 11 �F' \ /
8.ExtraWren°.el.fah with 8 Mot post spacing eneanot regJrea wire rn.h support hnce.Securely a.Removeas neon.,roPeedeedequate i \ -
lanen megterrabradreuyroppem wire orpaeg<zpIles arose haves minimum mwpopna none Manage rome rain and reduce pressure an me .. rw=r= v - - \ ,
Excavate retoaantnmaem mea \� �� 2�-- / / /\��
uupsl7. ope from me herder.approximately ""nee ernes and inches p org proposed line of pHs acme 0 0 0,Remove all fencing mate.ls and unstable s.m.deposits Concoction: Maintenance: '` - / �I/
alter the conlreut g 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 / \ / �i'
doll plead over thee.fabec end compact.Thorough companion of the baddll is drainage area has be properly stabilized. material end properly grade it. greater rainfall;make any required repairs immediately. .`6 4' /� 28- / /IL., ��
tires a performance. 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 / �_ `+,' / /0ry /� \..„.
\ --
10.Do not attach 5gerbnc m existing trees. smooth It. from leaving the construction site.This may require periodic \ / 29 GGG��' \ __
NC-Envirglmental. subject VxOle high mplr vestability or a n locations 3.Immediatelly with
a5 objectionable materials spilled,washed or T\ \ \/ / - _ '/\'I / -
J3.Provide drainage to carry ter to a sediment trap other suitableoutlet rod
\ jpeg 4.Use t rile fabrics In order to IraM the foundation locatl ere _
SILT FENCE page or g o public �-
CONSTRUCTION ENTRANCE/EXIT _ -\C- (
\ \ \\ \- \"O \-r y\ 1
DATE: PAGE: T7n
MIN _� FENCE
� -� \ l \` \�` �\ \ \ ' \ PAGE 1 of 2
+ 1 . LLIIIIIIII- viii ili. ii iii 1 MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION OTAL\\EROSIONACREAGE:
ONT OLPLANAOREs
I LOTS 16, 34 & 35
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 IN construction dictates,measures will be
TIIE 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
- 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 NI
s objectionable 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 .._...._...._...
� RY WIRE FENCE,
nluro 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. CAV I N E S S & CAT E S BUILDING
STEEL
wnsHED STONE _ 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.
zsT� caounD INTOAPART
cI"aounD 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 should overlay the silt fence at least 12
�p^re Grassingand Mulching-The area to receive grassing and mulchingshould beproperlyfertilized and limed as necessaryas an initial stepin soil preparation. Once the grassing has been laced the area should be maintained as needed to insure that all areas are germinating An bare areas should be
eN$T a°g Stone g g g D D g g p ySCALE:1"=100' NOVEMBER 2023
oa 2.Stone outlets should be placed on low elevation areas of stet fence repaired,and reseeded as soon as possible.If the time of year does not permit the establishment ofa permanent grass,then a temporary grassing should be used until the growing season permits the use of a permanent grass. GRAPHIC (SCALE
and based on field 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
Bill:eel/VIRE 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.
HARDWARE CLOTH FILTER FABRIC IN TRENCH greater rainfall event.Complete any required repairs immediately. MN II 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"" IN!beg 5.Replace stone as needed to facilitate de-watering. 1 inch = 100 fit.
en 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 11/27/2023 4:55 PM LAST PLOTTED:11/28/2023 6:57 AM PLOTTED BY.Dennis Gilbert FILENAME:O\CURRENT JOBS\CAMNESS AND CATES DEVELOPMENT INC\22-2017-02 ELLIOT FARMS-EC\PLANS\ELLIOT FARMS EC-LOTS 16.34 k 35.D111O