NCC232180_Site Plan or Location Map_20230721

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o ENGINEERS G \ \ \ \ \ \ I / I I I / // ` \
PLANNERS \ \� \ _ \\ \\ \ / 1 I 1 I I
,moo rg�� SURVEYORS \ �\\ -.. ` �\ \ \ ` I I ( ���� I I I
$ MOORMAN,KIZER & REITZEL,INC. -\ -- „ ` \ ill II
s aaraa� Il ,, I
SITE 2 A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY -_ \ \ \ \ \� \\ C\\ \ I (/ I \ / , / / I I
S NCGS 113A-64.1'IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR \ \\\\\\\\ \_ �' 1 ` \ \ \ ( C>i!
/ / / I I / I I
COMPLETED TI AN EXCEL SPREADSHEET. \ ROADS \ ` , /I / I
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED DITCH \ 1 I I I I
NCAC 04B.0131 STATES THAT"...DOCUMENTATION SHALL BE ACCOMPLISHED BY
'P°b 2' INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE ` \\ \ \\ ROADSIDE\\\�����\ -��\\\ I\\ I \ \ \ \ / / / I I
qa' APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, \ DI \��, \ \ \ \ , I I\
,y 'y DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, \
p PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION �- \\\ \ \ \�� ?���� \ \ _-./ / I I
,.` 3� CONTROL PLAN.' / \ ar? �� 1\� I��\ \ �� J 1 \ \ / I I I
VICINITY MAP \ \ \ J ) 3
(NOT TO SCALE) \ \ \ �\\�ay'�oo� J I \
CONSTRUCTION SCHEDULE / ` \ \\\ \ 1\ 1 1/ ���` -I 31�'�,Y,, / / > ) ,,
\ \ \ ( ( Il I \\ \�
I. Obtain all necessary permits and plan approvals.Eros and Sediment Control \ \ 1 \ 1 \ - ,y' �` - / / ` \ \ I \ \ ` \ \ �
occur. copy and a Certificate t,Coverage d a ha must be obtained before any kept
land disturbing activitiesi \ \ \ 1 \ I I \\\\\\ 3� \ \ ) \ \\ \ \\ \
.A copy of the E&SC permit,the COC and a hard copy of the plan must be kept on site,preferably in a �/�\ I11[ DRNEWAY
permits box,and accessible trang inspection. \ r \\ \ I \\\ \ PIPE IN DITC \ \ \ \ \ \ \
2. Install gavel construction entrances firs,,then silt fences,reinforced silt fence outlets and wattles. I \ I , p ]D Y ROUND COVER IN DITCH WHERE \
3. Finish cleating and grubbing try necessary areas on the lots as they are started. ) ES HAVE BEEN INSTALLED
TYPICAL ALL LOTS
4. Begin lot matting and excavation activities I 1 I ) / �� a� ( ) ....\
\ � \ \
5. Begin orcontinue nd gru bingoouse y necessary
areas on O���E \ DRIV \ \ \ \
6. Finish all rough grading and hose construction. DITCH
]. liis[all driveways,walks and patios I I / / / -- \ \\
7. Begin1.01 d ve grading walks areas I I I � I I I I ' OR UCTION 0�ti` ''ITCH \ \
g. Final grassing,mulching and stabilizing of lot.In most cases this will involve the installation of sod on the lot I ' I I I , / ( ( / / ENTRANCE ^ ��;'r��,;y __j DRIVEWAY
The silt fence will remainmplace until the for is sodded or grassing is stabilized and takes hold / I I I I I I ` 320 ' q PIPE IN DITSU \ \20 \\ / �/ \N `\
10. The contractor shall conduct self inspection of the erosion and sedimentation control measures and complete / //�\ ':icAL
OUND CO IN D H WHERE
ti
the fallowing combined self inspection f found on the DEMUR webs,te i / I I ( I m /y C. /GONSTRU •� A EN I D , \hips Ofiles.nc gov/ncdeMEnergy%20Mineral%20avd%201and%20ResomceslStormwaterMPDES%20 / \ IIIII1 ' I ^IA // TR �� ALL L S) \ \ \ N
General%20Permrts/DEMUR CSW Mommrmg Fonvs Rev August B 2019 pdf Twelve months of complete -// // \ /
forms and ins all f.rsrecommendedan be J/ 322 pcif1 .'/ • R \ \ \ \
inspection kept n site an inspection at copy / ,// 2/ CON:-UC O \
kept in a permits box(GS 113A 541(e),ISA NCAC 04B 0131,NC001 Pan Ill Sections A and B) // // I 1 1 I � �� T/ / ENTRANCE /'r�• �� OADSID �� \
11 Self inspections for erosion avd-54.1(),15 control measures are to be performed III at least once every seven `� \ I I \ \ 1 \ 32� CONSTRUCTION SILT / 5 / \ �\ ITCH\ \ \ \
calendar days and within 24 hours of every rain event of greater than l inch Any needed repairs shall be / LIMITS F CE �
\ \\ \ FEN - .i IgpNSTe CTIO
made immediately m maintain measures as designed.All ESC measures shall be maintained as specified in / \ I ` ` \ m ) /�TYP) ENT: C .A to-..........„„.
\ ` \
the construction details n this plan A rev gauge shall be instilled at the project site for mnrmrmg • / \ \ 1 ` \ \ \ \ `/ / W LE 4/ SILT //
12. Inspection and final acceptance letters.When the project is complete,the perminees shall contact DEMUR to /,., \ \ r• `4 FEN�,E' ♦/ / \\ \ \
close out the E&SC Plan Afler DEMUR informs the permitted of the project close out via mspernan report, \ \\\ I \ \ p) 4---Tea-
/` ROADSI \ ` �\
the pefminee shall visit"deq.vcgov(NCG01"to submit an elannmc Notice of termination('NOT)ASI00 I \ \ \ \ d / III'I /W. LE SILT/ DITCH \\ \
amnia]general permit fee will be charged until the'-NOT has been filled out N' 11 3j / '' �� \ 4A
DATE: PAGE: j Q / /�/ 111 \1 \ l \ \ \ \ / a " gEke �r CONLIMITS� ` \'I-'''''''
�\\ \ I
Silt sock/pop silt Sock/Watt. R Z // / ) 1\ I \ ` - \\ \ / /INCE \ \ \
w s..I rue a.. Z / 1 ` \ \ \ \ / / / 2/4„,'
5:-¢. \ ��� \
�_ a=I�" °-11. tie nananrsanwamea. wbsewma far , / / /( \\ \ \ O ` \ �� \ \
1z Mth' ,2 Mn.fl n,� n:.ue // / I \ \ \ \ \ \ \ ww� / o `� \ \ \smkea smk<a a. to Ne desired met"iro^a that logs do not c. oeap oro"�. / /� r` � ��, /1 CT N \,.. \//
SECTION SECTION and a minimum of 10 feetbeyyond the toe of a / / 1 , \ ` \ \ \ \ \\ ` \ ` , j 6 LI ITS / \
grad.slope.Silt
cated
R° Ante* < antra- wwanle(a)nouM be honedaNhdy upmkthpo to // ! / I \ \ \\ \\\ \ \ \� / /// /// / \\ \ 1 �\\\
vent silt III i 11 4. Oak or runoffdurameflat areas should be rand eswldge endinch x 2 Inch cross section.ould be driven N N N e III \ \ - - �i , % �i8 I
Z__ \ \ \ 1
q) 4) vertIcally plumb,through the nen.of the silt
sock/wattle.Stakes should be placed at a /7. N____
Tiench in a sin soruwama,s plamaximum interval of 4 Net or a ced In a 4 inchnterval \ I \\
Wood Mulch for io log ns s ground 4 Min. / I I \ \ \\ \ \ \\ \ \\\\` � \ �� // / // // / / I \7)/ ( \ \ �� M I 1 I \ \
urvTRENCNED INSTALLATION 5 on menitt)meawi e 1 \ \
ISOMETRICVIEw �un°n.�..� .°n «p ,.. ,: sock/wattle P hold, p n 9 °Been / I ` � 1 I NN N _ \ \ - �// // % i �� �/ \ \ I
1 NIp FLOW RATES aeach 1 inch or greater rain.Remove
ccumulated s and ediment
as Inspect.socktwattle at least weekly and I \ \ \ . 1 ` \ �\��\ _ - -_�/ �\j/��J �j ` �� I \
°rim,tea°m)„oa m, ' -� ',..7,,,,., II I \\ \
Mulch or Compost ..
KKunmeshed
9n tF ) d 9 ,.ma_''m;b m;n memaetbMaedil<I�g fir _ - -_ - - % \/
{�P Sllt Spck/ enumm(aSle (ueJrm)(ssa m) a \\ \ V ////�\�� \\\; \ �� / i%�� ///� f I 1 \� ^ / \ \ / \ \ \ \
wok Ana / Wattle dam I'im m) (see m) (5 ) Paged re. I\) 1 \� / \ -I� , / / \ 1 I I \ ` \ \
g s:m g(,:,m min g(,em a,n rehaabeenpak6wattles shall stabilized. 1 � ��� - \ _ \ - - - - - - \ \ / \
raj I,m,m, I,m,mj I,m,ml I,m,mj permanently b,l,.� - /, / I \ 1 1
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION
DATE: !PAGE: DATE: PAGE: THIS PROJECT IS IN A HIGH-QUALITY
WATER ZONE AND ALL REQUIREMENTS
DATE: sue F<n,e Filter Fabric PAGE: REGARDING SENSITIVEAREA
..6.--....„, e•Max.Standard strength faenawmi wire fence / WATERSHEDS SHOULD BE FOLLOWED
e Max.EMre strength fabric wlihput win fence Wire Fence Wire Backfill trench �® -
d Compact �� �� INCLUDING 7 DAY STABILIZATOION.
(� steal Post
and
ct 41 1 1 .II, Il y Fe !' " ✓� ✓c / YJyy!
1 Rv 4 A l� �lj �� I I
1 � �pMwe p Hous 4 ll HDus u qI S` HDus ous Q'0 '�-Y,}�-L so
Plastic or S'° - T a. i Yetr �' Jap�SO / � "^, re w Pursuant to G 5.113A(3)provisions for permanent ground cover
pore d<a e e«n I JJ .y
Lr LJ J L� I� L• Q mA. .'v '+wee sufficient to restrain erosion must be accomplished for all
Eo✓"'S" -u �yL''y } disturbed areas within 14 working days or 60 calendar days
1 21, treren LEGEND Nails /w .v .ti•. - (whichever s shorter)following completion of construction.
sow 1.If ended:To Protect on fetnc rig Shoultl be nstall<tl along the buff zone weedantl I'`f`'_ __ 8.yg y g y 3�:y
1 \-Filter Fabric cT ON b tl ry tll roumtl protectetl trees prow d rig a tad us of at leash fog,.
for each Z,e e e Mn a_/' �4444Pa3ir
M1 ft fad 'ter. ,
1. Cons.. Perrier N standard strength or ex.strength a...fit ... CROSS SECTION VIEW 2.1 I IIS F on the low elevation sides of each lot.Install Silt Fence outlets shown on
2.Ensure Matthe height of the sediment fence does not exceed 24 inches above M1 d.MI her fences DIVERSION DITCH -TD-T� M1 trydi g m and field adjusted,if necessary,for placement at low pools If lots are -^m6'
Duna volumes of wathrsuRc sufficient cause failure eingth u1�thneubalrner La COntguous and have different land owners or builders each lot should have individual S'It3. / ^� 'rfy ,�� .
Construct
�::Swelter fah.a«1ne continuous tnrre ll aw;;pHp atwth4 a min,thump.<tla;tatM joints
. Een s. .. �;" General Erosion Control Notes
SILT FENCE OUTLET
6 Support standard strength filfar fabric by wire mesh faPenea securely the upalop side of me posts.Extend I. 3.Install required Silt Fence within lO feet of property line to ensure there is no conflict with �� 1.Only the areas shown shall be disturbed.
p p lepersedimem rencea at least once a week and aner each l CONSTRUCTION ENTRANCEseptic system.It is the responsibility a the builder M ensure the Installation Of sediment ual0n:
saewofNefence support
p�iastic of
a«mome have,mnimumOt pouneens.strengm. control measures does not impact the septic system and repair ea(s). C°nsr Maintenance: 2.Temporary ground stabilization is required within 7 days on all
5.When a wire mesh a manmum ofa apart.supportsshould be driven e.tear,decompose, 4.At least one Construction Entrance/Exit is to be installed per lot. 1.Clear the entrance and exit area of all vegetation.roots,and other objectionable 1.Per NCG-01 inspect Mleast once a week and after each l Inch or areas.
wrely MO the ground anti fence
is us.,
of 4Inches. or become ineffective.replace N pr°mpt6. material and properly grade it. greater rainfall',make any required repairs immediately.
Extra 6 foot OW 1.1 urery S.Waste bins and other areas tletliwtetlfor managing building material waste shall be a[ 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
e fasten s then finer febr�c direcnyhto posts. ireoror�plastic zip ties require
hould have a minimum of 50 pound,enaile a least 50 feet away from storm drain inlets or drainage ditches unless it can be shown that smooth it. from leaving the construction site.This may periodic
strength. fence.Take 0 other alternative exists.If this separation cannot be achieved,these areas must be g y require
7.Excavate the trench approximate',4inches mire am 8Inches deep along the proposed line of the posts and reroavow undermining the fence aunng contained behind Silt Fence. 3.Provide drainage to carry water to a sediment trap or other suitable outlet. topdressing with 2 inch stone.
upslope from the banier. 4.Remo.all Nncing materials and unstable sediment deposits 6.Inlets downstream of disturbances should be protected:streets should be swept when 4.Use geotexlile fabrics in order to improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled,washed or
9.Becket'the trench with WI pl8,Place 12 Inch.of fabric acedeverr the ONealter fabic the trench. and bring.area to grade a.stabilize it end compact Tnorcugh compaction of me beckm'Is drainage area has been properly Stabilizes afterma contributing setllment from the contraction acINity is present. subject to seepage or high water table. tracked onto public roadways.
7.Details for Silt Fence,Silt Fence Outlets.Construction Entrances and other measureS are
10.Dcritical,sLmahnre°refabperformance.
om e sting provided On additional Sheets.Erosion and sediment Centre)details are not drawn t0 CONSTRUCTION ENTRANCE/EXIT
filmy L scale. TYPICAL LOT LAYOUT WITH ROADSIDE DITCHES
..\the=EnvirTnnonto I.fpe9� SILT FENCE PAGE GE 1 of2
J SODDING THIS PROJECT IS IN A HIGH-QUALITY LOT EROSION CONTROL PLAN FOR
WATER ZONE AND ALL REQUIREMENTS
DATE: PAGE: REGARDING SENSITIVEAREA ONSITE HOMES, LLC
h. _ 4•Mw. _ d 1s FENCE ,-'"`-'-"} o WATERSHEDS SHOULD BE FOLLOWED
_FoR NCLUDING 7 DAY STABILIZATOION. TOTAL DISTURBED ACREAGE. 1 .79 ACRES
11111111 I I I I I I I I I I I I I I111 Tlus mmm .ction site.
y remove materials spilled. trackedenm�61e aGravel construction Entrance-The gravel pad should remain in a condifion to cm/mimed or°°°�°°om a ��°�d necessary, are era"""°Mro� GROUND STABILIZATION LOTS 1 - 4
INCORRECT a SITE AREA STABILIZATION EXCEPTIONS SOUTHERN COMFORT
SW Fence-Sedimmt fences should be inspected at least once a week.d after each rainfall evem Any repairs(Mould be made immediately.
, se ,tine anaa, ran,m,ne ranee MPieXEtv,niL°' DESCRIPTION TIME FRAME
' ,we inns w era.ins PERIMETER DIKES 7 DAYS NONE
THE WASHEDST • _ areas ben secured.'the soaabowa i SWALES,DITCHES
to
The
HARDWAREWIRE�CLOTH FRONT VIE POST EW
p as per should Alf,. &SLOPESSTEEL CUSTOM HOMES
FEBURN'WIRE FENCE. Once Ne grassing has hew placed.Ne area should be maintained as NCE permit theedto insure N.all areas are germinating mmsei P e arenaanew grassing ens used ,the HIGH QUALITY 7 DAYS NONE
WATER ZONES
Grassing and Mulching-The mut°receive grassing and mulching should be propealy fertilized end limed as FILTER FABRIC, and reseeded.soon as possible.If the tirne of year does not
FILTER 0E657 STEEL
AND HARDWARE
necessaryy an repaired.initial step in soil preparation.
,xi \ ; „Illlj = 1 I� SLOPES OSTEEPER 7 DAYS IF SLOPES ARE MINOR SUBDIVISION
WASHED STONE 2'APART FENCE
� CLOTH IN TRENCH n insure that operating.designed Nat ��pW IreIN. Al N THAN 3:1 10'OR LESS IN
NTDaDLmDRDDND ESTABLISHED.IN 2.9
LENGTH AND ARE ANDERSON CREEK TOWNSHIP HARNETT COUNTY, N.C.
os°UND NOTES: rim
AS THE SOD,S THE POWER NOT STEEPER
1.Hardware cloth and gravel should overlay the silt fence at least l2 pop Ma eami,with in..nm,mares., WITH THE tem. woe lr sl.
rhea compactedsuffic,eiymmen.ethattheherrnremamx panda gNecourseofthernna,metie.activmes, �a°° THAN r1, 14 SCALE: 1'= 100' DUNE 2023
o°t° 2 Stone outlets should be placed on low elevation areas of silt fence ,s APPEARANCE OF GOOD SOD DAYS ARE
and
�RY MAINTENANCE:
based on field conditions.mmee es°nron .sum xsemx a u x tie ma n,a,mu snpuperx es I;cal er. n"'w b`m �` a s ALLOWED
MAINTENANCE SLOPES FLATTER
OR 14 DAYS 7 DAYS FOR
BURN'WIRE FENCE AND 1 Per NCG-01 aspectoutlet lelest once a week and aim each 1 hot FLATTER SLOPES GREATER GRAPHIC SCALE IN FEET
HARDWARE ct°TH FILTER FABRIC IN TRENCH greater rainfall event complete any required repairs mmedetety. Sediment tU�a.ai�r.
2.Freshen stone when sediment accumulation exceeds 6 inches. - na,freeboard a Removed
THAN 50 IN -100 0 100 200 300 400
3.Keep mesh free of debris to provide adequate flow. aeim..m erallb w w,,n P, in.arn y imc sin„rem,.n°, 1 mane, y na°rwarer. ooso LENGTH \
SECTION VIEW 4.Remove sediment when half of stone outlet is covered. Reinforced Silt Fence Outlet_ `"'tea'°°1O1Y1eLK Remove sedimem depomts as necessary to provde adequate storage volume for the nem ram to reduce ALL OTHER AREAS 14 DAYS NONE(EXCEPT
5.Replace stone as needed to facilitate de-weterin.
a a _ omaeaom.L, WITH SLOPES
..\NC-Envir ente,.Jpey ,rain v uand x en s r.r ammum. FOR OWME ZONES)
�, SILT FENCE OUTLET
and stabilize it after the contributing tie area has properly stabilized.
FLATTER THAN 4:1 AND HOW ZONES) MOORMAN, KIZER & REITZEL, INC. 115 BROADFOOT AVE. FAYETTEVILLE, N.C.
" PHONE [phone] FAX[phone] License #: F-0106
LAST SAVED:5/15/2023 3,15 PM LAST PLOTTED:6/15/2023 3:50 PM PLOTTED By,Dennis Gilbert FILENAME:G\CURRENT JOBS\0N51TE HOMES\23-UnUO-05 SOUTHERN COMFORT-EC\PLANS\5 COMFORT EC-OTs 1-4.DOG