NCC242329_Site Plan or Location Map_20240731

S' SALEMBURG D `���-J \ i� � �- yi -_
ENGINEERSIW I \ / // 5' -� �'/ //� -
LAUREL L+xesa,D sR.fuz PLANNERS / WETLANDS \ / /�'�,12-�/ //j
SURVEYORS ( / //FUTE /-
/ // / / //,
MOORMAN,KIZER & REITZEL,INC. \� / / ,dEV�FKOPMEI�Ifi ,1a�// // �////��
\ • / / Ji //// /�
/ / / , i�M�' WE• TLA•NDS /(-,;.'
- / 12z1 / /// /
p` SITE pc� A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY / \ - •(. l %%� F •/• / /��-..� / ' i
Ltd NCGS 113A-54.1'IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR \ / _ 742J- - ���/ ... 1��r�- /- -,/I/--� / ///// // //
yo`? % ,ys° COMPLETED AS AN EXCEL SPREADSHEET. -- S _26_ /
ox9 P AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED \ / / __ /•/ / / / J / //// / /
EROSION AND / / W ���� % / /• /,,1�/� B� `��
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A / / / 4/1-
.1, / _\ _ ./ / / /\C\%�,,{C�`a_1Sp // //// /
S NCAC 04B.0131 STATES THAT'...DOCUMENTATION SHALL BE ACCOMPLISHED BY \ ( /�/ // "30�\ \v / / / \6 L'i -------/
-_r/ / III
/ / / /
"h. INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE \ •/ / ^�
/��m \,,,
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, I 1 /i§/// / ^_ \\ \-�/ _/ \• . :••�^ �2 / / / / / / 7
/(V DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, / \ / // / //// /^\� \ �' /• /'•_ /• / / / /
Qh ro VICINITY MAP PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION / / // �� '� �/ \ / / // / /�
$ (NOT TO SCALE) CONTROL PLAN.' / 1 9^ /// //�// \\ �� % °+�. / / ��-� / / /
I 7// / //(//29 / / \ \ 1-e`er �!;/i/i l 1 1 )/ I�// / /
CONSTRUCTION SCHEDULE / ( / / / \ /� /
1.Obtain all necessary permits and plan approvals.Erosion d Seth Control(E&SC)permit and a Certificate of Coverage / ( / ,/�/ / 7 %// INFgRC�/ I // //
(eoe)must be obtained before am trusdisturbing w Brae E&se pe me me cue and ahard ropy of me / I I // I tI 1 / (/( / /. PEE ) / /
Om must be kept on site,preferably' perm b d bidinginspection.
I /� JtET� N,�,/
x I5tall gravel construction entrances first mensilt r ces,reinforced silt fence
/ I I l I/I I I I I �yrnW}'///// /"`:� / / `- /// / / 1
otitis and wattles. ' / I. WETLANDS I /g / / o �\ cA SLOPES EXPOSED DURING CONSTRUCTION / / / )
3.Finish clmr,ng and grubbing any necessarythe lo¢ by starred. I / / I l l I I \\ MUST BE SECURED WITH APPROVED MATTING. /
4 Begin la grading and excavation activitiesd if / / / I 1 I ( /� /, ,a NO SUBSTITUTES!SEE DETAIL PAGE / / / /1
5 Begin or continue with house mnsWc' activities, / I I 8 (
/�Y'ry
6.ANY DISTURBED STEEP SLOPES(SLOPES fir OR GREATER)MOST BE MATTED.NO DISTURBED SLOPES TO .102/ _ _ I 11 / I / I 1 1 1 1 1 I I fi U•' h,A 4\ / (82 ( > / / //
REMAIN UNCOVERED I Fi : III I l l I 1 1 I I 1 1 _ / \ i / /
7 P h all rough grading d M1 Non All areasa' mail for 7 days needs to have temporary or permanent I I 1 i. / /
gInstalla� Redd d I VS / /T I / / I I I I/1 1 \ 1 / / / / /
96gIr grading of s / ' // / / / / ) ) I 1 1 <' //.-- 4 / / //
10 Final h' m dstabilizing f l I h' ill 1 M1 installation of rail on the lot.The silt ` / / / /
f p sodded grassing b- a a a. I \ // // / / / / / / / I I ) / ( 7 / �, \ I.C• STRUCTION 33 / / //
11.The s d - p f M1 -n a d -n controlme sores and completeme following /mar `S4 /J l J I / / // / // // 1 / / \,/ / 2A .N-4 NCE / / //
b'q. If in f f and m DEMLR bs ) �i -a I / l / / // / / // I l I SILT�FENCE /�f \ \ T Hops!/ d q Gov/ab VJ - s�cncrg I d 1 d r s/ rcr/smrmwatcr prograMnpdw conswction program. O/I"S // / / / \ ` / / /
Twelve months of complete inspection farms shall be kept on site and available for inapeNonaall limes.It is recommended .pd.
- - / / / // / ///' / y / (FP) Y \ ���� / /
co Pybekeoi5nolenmk box.R°LG.S.113A-54.1 duough G.S.113AJ7Sections 15A NCAC NAMI through l 5A 702 I (Kg " ' //// ////// / /// / // ;/ / aG\ �s� / /
NCAC 04E.0504 General Petmi[NCG 010000 NPDES far Cotumrctian Activities. /.7 �/ \ / /"\ ( ��
12.Self-impactions for erosion and sedimentation control medslae8 are robe certotmed at least once every seven calmdardays and '� / ,1/••i�f --/- / /// / / / / /CONSTRUCTION �-\\ \ / / _ _ ��
within 24 hours of every rain event of greater man l inch.Any needed repairs shall be made immediately to maintain measures as I �� 1 C'"a- .. a / / dr LIMB'S sa \ / ---��
designed.All ESC measures shall he maintained as specified in the construction details on this plan.A min gauge shall be installed I e //�_/( • /I / / ' 9,p 3a
at the project site for monitoring. I n7i�t - TfI / / / / I I I l • / / /' / / 21/ / \ m / qmI
13.Inspection and final acceptance letters.When me project is complete,the permlttees shall contact DEMLR to close out me MSC 1 I I C.•�' 10&/J/ / / / I I I I I / / / / / / / / 19 I /
Plan,After DEMLR informs the petminee of the project close out,via inspection report,the permitree shall visit A,
`deq.nc.gov/NCG01"to submit m electronic Notice of termination(e-NOT).A$120 annual general permit fee will be charged I I I - I / / / I2�I IIII I I/ / / I/ / // / / I 1 \ / // r52
until the e-NOT has been filled out I Y / / /
DATE: PAGE: I 1 / `�,`r� / / I I ) 1 1 I 1 1 I r \ 35 `
PLO �_ silt soak/watts. Silt Sock/Wattle NOTE: I ) /// n1 / j / / ) I r /// 1/ / / / •
/ i
!I R MI t /'t�l \ V
a 11,J_ 0•... Protected against erosive velocities may be II providing protection / /// / / / / / ////// / / / / / / \ J/
use In silt sores or post 25//// I / / / / / / \
take �I staked-11; :. //// �I . / / / 22 18 \ \ i--
fa GROUND STABILIZATION //// 11 / I I I(1((I A I i ' l l l
SECTION SECTION ▪ ape.SiltSecMprofs)local.below to the desired lenreh such Mat logs do not � / 1,-�.
// 36 A
flat SITE AREA STABILIZATION // / -� / I I(� 1 I I I ( Cl;''� ( / ( \
Ra land enlmiaano�mo°m°rueanithe
uy°nv�m DESCRIPTION TIME FRAME EXCEPTIONS / / / / l T. ���•y^_= ��I) I\\\�\ \ ( I ( \ ) / \ \
A Ma.. S ldre prevent
;Ira going amend Ben° e PERIMETER DIKES, 7 DAYS NONE / / / / //,,p// �''-�_• - - --) \\ 's \ \ \ \ ✓ //
II III. 4inch zi��nco.sl.°era nal°a'°be°aare'.eh° SWALES. DITCHES / / ///� =J, Ip \ \ \ / \ \ .�
W W alysock/wattilcmb.n ere center oced f the &SLOPES �/ / / /// / /�///1r- J ) ,1 I) 1 1 \ 1 1 e�
x;m HIGH QUALITY 7 DAYS NONE - ,////// / / /�---_,74_=� / 1 1 1 17 ,�
meemaoaawnuel°Dlareamm�"4wirob WATER ZONES �� i / /// //� _---__-- { J I l 1 1 23 se*
To°d Mulch i N2 nei9�M1lr Com of log st g nd4 Min. 5. ibNme.wM1en red (HOW) �/ /,/ / / / /� ���-_=_j 5 /
RENCHEo INSTALLATION Tlory rail d °„ // / "' / % <-----_ I 1 I th�• shall be used SLOPES STEEPER 7 DAYS IF SLOPES ARE / / /7 /
»:,..nv^^^r..rovee�wn.e^.w.,.o<.°..�..,..,..^1:. old°,n place s erg runoff events. THAN 3:1 10'OR LESS IN 7/�" / // ////� /AU---�� -� I pP 1 r� �N
ISOMETRIC VIEW LENGTH AND ARE // oo \
1. Inspect silt socldwattle re least weeNy and NOT STEEPER ////I /may //Y/7�/ �%/ -148_�\ \\ / ......
- // \�/J s C�
thlmor cum ` COMPOSTSOON Ixmu Bow RATESeach 1 inch or greater Remove
as after THAN 2:1, 14 // J //,// / -10-_ -\\ / / y
mrus Untended I erected 009n pmmeo-, c F. a a.must be replaced a o99 or DAYS ARE _-- `J �} \ __<s«k ^,mpp" (Tho coa�m> a'"i ALLOWED ���% //I����/ /��1sa /°� / �( 16 may\ N i/�3a
°°,ww� m slop° w vcca I..wa I.ew coy�aeaweeiee.Me
•
SLOPES 3:1 OR 14 DAYS 7 DAYS FOR /////��\� I I 111 / / a'O o1 __.-
1 _-
wo,«Area 'I Wattle sock °m;»i(Qa eaSrmi'czzermi •s °t 0 i socluWaRle 6 or different ""° _- - -/Mt (STtu°m) (Sere m) (sop m) am.re ea FLATTER SLOPES GREATER �///•//^ v/I/ III / // 1 \ //^ 4`��2 / a \
;na>'wm ,'5it I'3n Imix zmix ,'Bin socks/wattles hall.or inspected
THAN 50'IN //////////'\5\ l l II I/( 1 / �/ 0 //l 4�-
the �apo
n rz ot. am, �I4 oee <zal 5. 4 Reinstall
LENGTH // / ^ / \-J G4. l
/m/m) /m/m) /m/m) /m/m) /m/m) measure sae�npparemand
enoy stabilized.
e ALL OTHER AREAS 14 DAYS NONE(EXCEPT % /// \\ \/ PIP I I \ ?P'/ 15
WITH SLOPES FOR PERIMETERS ///// \\ \ if III I / o0" `� I \ d ,
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION l
l_ - FLATTER THAN 4:1 AND HOW ZONES) ///// / \ X\\ /111I I 1 I __ " /'i5t 14 / 10 '',,
// / I \1\ III I ) /� \i • ) / \ \ 41 ���
DATE: wire
' t n wire Fence\`niter Fabric PAGE: / ( I
/ IA\ \I I\ /I / ...... / \ / I -i��E' _
rill / �° 1 / \ �� aP%
6 Max.Exirasirengm awmvnmoutwue a wire Fence. .6.Max Standard Strength fabric with wire Mn':.- ei ti Nam Boekrenn SODDING I 1 �n441 1 I) I I 1 13 \ \ s`%
wrr; �V/PjJ Compact I 1\ U J I I 1 / L ( CONSTRUCTION j
55 steed Post �morou9niy uDNope �NoTtaAeesEAaasANn oo I I _14 .1
l1 II I ( 1spJ LIMITS /X \
I 1 / lI I I
Plastic or
,h 'j° f
a } I / az `.//I,I I / \
_ ; 11 / oaµoTa MnePa�a ( J 1 I 1 A 12 /
°�" I to / /
l �, I /
1 er VVYVVAYV�♦ ♦ �e rota trenrn rllY�l a/T \ I r / I I I l 1 // /
c,Ep _( l om roTL 1 I 152 t.
Filter Fabric \\ \ \ l I / I /
1. Oahe,mmar.xtraahen,maynm.IRfilt.rrabrks. CROSS SECTION VIEW \ \ ` �� 10 / /
2,Construction:
the heght barrier s`edi°n'em ren.de.not exceed 24 inches above the 9lw,na tni9her ranee , \\\\ 144 J I I I m I /
3.c ay impound
c ere volumes
fabddir water a sufficient
der uous to cause failure
tothe length structure)
banierto avoid joints.when Nett,are /
m
z
re faarenmem rm onlyNamppaNpoat h4 tminimumo dam / /
Support enderaatrenggtthflertabncbywiremeshfastenedsecurelytotheupalope°m.m°ter posts.xtend Meiaena0, -��\ \ \ I k ,` 1 // fig
Me wire mesh the bottom of Me trench.Fasten Me wirerefieeuPMPPe \ 9 // / C
5.When`a'llwltre"mespost.pp rt..a:szip e....should
as hav
e
m°me°Oren.tensile strength.should he efi.en Make ,tear decompose, 01' I III J ` 1 1FOX T"ace Lane
ampthr. „gill ) Ilu)1 ) \ 1 1 I �52 / // General Erosion Control Notes
6.EMa�'egtnfinepaee sfa.o.spactadoesnotrequireawirem,meupport...Securely --� I I 1 P_ivate -�
filter directly posts. plastic zip see moms have m,nimumawDPuna tene,le remavaN underminingreduce
pressure o°Qne° T"`T 00111 sours NMowaa 1 / / / \-- / 1.Only the a shown shall be disturbed.
Stren7. staged 61 'rec Take fencr.e \ ` 1 I I 1 1 / \ 2. All disturbed a shell be grassed and
Excavate
from°ehardr.approximately times wine and eincnes p g proposed line Of p one g WITH THE son AS xmxasl. r.•,\ J I I I / ��� / o
4i sae a 4.Remove all fencing materials......sediment deposits loe thethe posts APPEARANCE OF GOOD SOD I 0a / mulched as as possible and maintained
8..61ace 12 adaIoarB6"a ads Dlacea°over memmrnbnc and compact Thu drainagered eras be pmpey M,:ea after lne contributing E a s / \� I 1` // �y�V�N / 8 \' / // until pemanent cover s established.
critical 1 rough compaction / PG,�"�\-- 154 /
110.Do of Mach film fabric to existing trees. l / /
..\NC-En Nnw eni0l.jpeg oname backfill isI,r, lly, Iti �II \ // I I NO�a/ //
nrm SILT FENCE �IIpI/p/lrlllI�I l{pl-^^Ilpl IrylNppl Iryppll „N.cx ooa^o yJ // �\ \ 1 I \I
� / 7 / //
i [...ea., -J / I I 1 \ 6 / Vs,
DATE: PAGE: 0�.\`� \ / I I \
MIN _I ENCE PAGE 1 of 2
Crawl Construction Entrance-The gravel pad should remain in a condition m prreent mud or massyEns may rOQIIIIT WM.topdressing with E.-Mch stome.After each rainfall.inspect any MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR O°°tho le ,site.eaea,ry Ir- �`�UCTION \ // / 'Se' • LOT EROSION CONTROLPLAN
Immedremly remove all obfedonable materials spilled.washed.or tracked onto pd. ��\ 4 / j / ' °) TOTALDISTURBED ACREAGE: 0.76 ACRES
ABOVETHE da:TOP OF SILT FENCE Slit Fence-Sedimmt freces should be inmected at least i�e.�i p of^rpairs Amid be made unt^�MUST BE AT LEAST,.
I �s\ / / LOT 20
STEEL FENCE POST THE WASHED SHmes. dreope areas aw a should w.� w i
\ IN
HARDWARE CLOTH BURY WIRE FENCE,
1 RoNTMIEWWIRE FENCE544 a o� art FILTER FABRIC, Grassing and Mulching-The arum receive grassing and mulching shdld he properly fertilized and limed as necessary as an initial step in soil preparation. I / 2 v�y�� v/' / 75� LAKEWOOD HEIGHTS
WASHED STONE AlI NTOSTSETMA�� CLOTH IN TRENCH �mgde.soonnmeareofapeetnenrararr ' it the P grass, temporary g uldbeuseduntilth`s should he I % o� �'�` / FOR
t' NDTEB SET AND HARDWARE FILTER OF 457 STEEL Diversion Bermf-Diversion bem.shall he inspected weekly or after each nmoriproducing rainfall to insure Matt,are operating as designed
and that
I I b F�•I-y1 DREAM FINDERS HOMES, LLC
I oN caourvD 1.HaMware cloth and gzmOvel should overlay the sik fence at lees[12 lilt
I fees hemad� I I / /
.-.... .._. ...LI 2 Stone outlets should be placed on low elevation areas of silt fencecompactedaufr y surest ehem.remains ,act au gene course of Me c,o activities, °`niiwtht"` mra I ,1 1 .sso' I HON EYCU TTS TOWNSHIP SAMPSON COUNTY, N.C.
Iand based on field conditions. C) j
MAINTENANCE I SCALE: 1 = 100' JUNE 2024
BURT WIRE FENCE AND B ay 6.OF UPPER EDGE P 1 Per NCG-01 Inspect outlet at lest once a weak and after each 1 Inch or -.ass gee ed I /
HARDWARE CLOTH FILTER FABRIC IN TRENCH greater rainfall even)Complete any required repairs immediately.
/ / GRAPHIC SCALE IN FEET
2 Freshen stone when sediment accumulation exceeds 6 Inches I /
S Keep mesh free of debris to provide adequate flow Sediment deposits
that / -100 0 100 200 300 400
SECTION VIEW 4 Remove sediment when half of stone outlet is covered. air the Ration _of the wattle shall be removed when the tit es functional eeebaam he ghr.Removice I /Iy�
5 Replace stone as needed to facilitate de-watering. rwam'- ^--I
..\NC-Envir nlul.)rey necessarystorageMr the noun.w reduce I l, • /
__ I SILT FENCE OUTLET I I
and smm stabilize contributing drainage area has properly stabilized.
' °^ g g \ Nv MOORMAN, KIZER & REITZEL, INC. 115 BROADFOOT AVE. FAYETTEVILLE, N.C.
\ N PHONE [phone] FAX[phone] License #: F-0106
LAST SAVED:6/19/2024 2:I2 PM 0ST PLOTTED:6/19/2024 2:44 PM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\H&H CONSTRUCTORS\24-IJ67-DSLAKEW00DHEIGHTS-EC\PLANS\W(EWOODEC-LOfUO,00G