NCC243328_Site Plan or Location Map_20241107

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a""""a/•-g�s,,,� /� ,e,9 a ' CONSTRUCTION SCHEDULE \ \�� \ 41.1.11k
/,0 "'u( �� I.Obtain all necessary permits and plan approvals.Erosion and Sediment Cnntml(E&SC)remit and a Certificate of Coverage \
/ s�Nb W �wO o1 4,4, 1,6 i, (COC)must be obtained before any land disturbing acOVl.occur.Acopy of Me E&SC permit tthe COC and a hard copy of Me \ \ I /10
O 9 plan must be kept ouctio preferably ins Men
box,and infoncied silt fence
\ \ \ \ I I Y
e*p b 2 Install gravel construction mtrevaes Rrsi,hea silt fences,reiv4med silt 4ivz \\1 I Lot DPlan
P outlets and wattles. 1 11
o �C` 3.Finishclearinganddencin8anynecessaryareasontheImsastheyareatanM. J 17
4.Begin lot grading end excavation activities C N
ae° s.e<gm mr<ominu<wtrh house construction antivaieg. \ \ LICONSMITS (I 41 CONSTRUCTION
6.Finish all rough grading and house concoction. ,y
J'"w T.Install driveways,walks and patios. I I n
/ III 10
,y 8.Begin fine grading of la areas
A' 9.Final grassing,mulching and stabilizing of lot In most cases this will involve the N.H..of sod on the lot The silt fence will 1 I 1 I H I13 I
n place until the lot is sodded or grassing is stabilized and ekes hold
IA"' 10.The c' for shall conduct self-inspections of the erosion and sedimentation control measures and complete the following ) iii. 10
` sl® contractor peet,a ( 1
combined self-inspection form found on the DEMUR webs. \
htg....sv.deg nc.gov/about/divisions/energy-mineraband-land-resources/stom,waterntom,water-program/npdenconsnucnonwrogrem.
'lye Twelve months ofcomplete inspection forms shall be kept on site and available for inspection&ell times.It is recommendede / I 1 i .j� A&F— II r��
/1 Lot Plan
be kept i its box.Ref G.S.113A-54.1 hG.S.113A-ST Sections 15A NCAC 04A.0101 throe 15A��++,, pt'napemi tivoug Ph "s
VP NCAC 04E.0504 General Permit NCG 010000 NPDES far Comtmction Activities. / I — I
• 5,"�+ •b,4b II.Self' p f erosiona M stroll 1 measures are to be performed at least once every seven calendar days and ( I / -�'
p e -y-F4, with z n f very of greater lien ch.Any needed repairs shall be made immediately to maintain measures as J —————_ ———w
y `Top 'p�p9 designed. a Sfmm shall be maintained specified in the construction details on this plan A min gauge shall be installed I / / Il "� A-� ---
rt
at the
`$ 415- 12.Inspection project d final acceptance .Who h project complete,thepermitting shall contact DEMUR to close out the E&SC /I , / / \ \ - 1 IID't � � ISO
_
ermittee of the
tiee
it
• 2�4'' Pl..After DEMLP informs the until the NOT has been filled p electronic Notice project[ nati (NDT).AYI00 ousttel petmhallawill be charged I // / / / / // /" II
10
was SITE AREA STABILIZATION I / / _ _ L//- j ••rv14 TIory II ut
II 43 Lor n
'' RDR �, , GROUND STABILIZATION EXCEPTIONS
/ r r I - - -l - - - - - - - //I - - - - / La�,F�an I) �,_ ---
ROgOT / /VICINITY MAP ® ® DESCRIPTION TIME FRAME / �'N.T.S. PERIMETER DIKES, 7 DAYS NONE \SWALES, DITCHES&SLOPES \ r I I44
HIGH QUALITY 7 DAYS NONE / / / / •I - / / - - 13n I II Plan
I
WATER ZONES
(HOW) / / - / -. A2 e I CONSTRUCTION
SLOPES STEEPER 7 DAYS IF SLOPES ARE / / I / / MMON 1 DGNBTRUCTION I I 45 LIMITS _ _
A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY THAN 3:1 10'OR LESS IN I /- I- - - I OPEN - LIMITS ) a
NCGS 113A-54.1`IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR LENGTH AND ARE 12I
ANCOMPLETED AS AN EXCEL ALTERNATIVE IS TO MAKERNODSHEET.TATIONS ON THE COPY OF THE APPROVED THANS2:1 14 I 1 " "\ " " "I SPACE I ( - II I
EROSION AND DAYS
ALLOW DARE I I I tit \ I I \ \ I •— —
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A 1 —
NCAC 046.0131 STATES THAT-...DOCUMENTATION SHALL BE ACCOMPLISHED BY SLOPES 3:1 OR 14 DAYS 7 DAYS FOR - - - / • �' kV, I I
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE ` / __ I
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, FLATTER SLOPES GREATER ' I J •I \ 8 ---\�- I I 46
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, THAN 50'IN I I \ Lot Plan �- I 0
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION LENGTH / I N „B„ -I (—
CONTROL PLAN." 1 - ITS \ I \-
ALL OTHER AREAS 14 DAYS NONE EXCEPT I 2 . •�. . - -
WITH SLOPES FOR PERIMETERS 99
FLATTER THAN 4:1 AND HOW ZONES) I I I \ • co I7Ruc / \ Lot Plan I 2e,D�/ E-Es —\-
�\ O 1 ` 10 11 4�7
I' \ \ i i CONSTRUCTION II I Lot Plan
DATE: PAGE - - - - 1 I - - - - - - :. \ N I I °
S E / arse SItS k/Wtt _ / I -/. ` - - 1 ' \ ��— ----- -----J \
-I section PL _ _ PLO.-11, l _ mtee ror - 1 P ' J
1 MIn. _ 651:_ n W eir=14 non ire umlwinMw,hmmpo„ ./ ). . .�I( 1 ..eP -\ V1aTL COUTt. I 48
1
1 Stakes - 11 Mil 2 x2" , ength such that logs do n J / / �1y P1+1u
Stakes attietsl should he installed toe
to
"'� / / / / ':I/� IG�
SECTION SECTION
SIItSnem 010 w :,�;aa4e:ilt / / i ' 6 t i2in_,11
gat areas Mbel�a a land disturbance.T.ends of gap arm ---�O anb(s)sM1coN bewrned MmpMv upslowpem , / / / / \ / CONSTRUgTON --Aga* (pNMy. 4 on silt (Morn s by une fiesta of e / / \ LIMITS �NMRSTION
le hardwood stakes with a 2
41 /inch x 2 inch cross section should be ddven
�. . \ 54 3 I 49
socklwattle.Stakes should he maximum interval of 4 feet or a mum interval / I Lot Flan Lot Plan „C„ I 1
or Cam g ntl 4 Min of Li feel if esinaocxMaNe Plxee lna.Incn 1 • .C..a.F..
UNTRENDTooVi Mulch
tON Toy a m6RE ,ai 1z. s. sockshwtOas ara used on file eery'w / / F 1 \` f \ II
ISOMETRICDlrvwsTAL INSTALLATION w.ai...�.,.enn.nmD INSTALLATION' co b ore't in w:P�dce d behind Me sill \ l I
1.MAINTENANCE:
"p�ela...attleatleastweeklrandafter r ) IN
Mulch or p «k INITAL ROW RATES as \ ''s 50
4
Protev9etl peagn gtaneter COMPOST SOCK
.`m)(�.so.m)(go.m) i� 2' r17........rePlacaertaogsee or .. \ CONSTRUCTION
for Umrencnae socks aTO Be soak ^` lT"m 111..to allow for ma flow. \ LIMITS b 1
If
Sheet Pl wwy fsiutsa<k/kmm�m(aRi i°aaPmi i�iaPmi ,Fmoo ,Famo 1FN ' .ay fie �t`�'a °aatea /) \ \ t1 I- i•.�Aw-A-.,- ^^Nr__ ��
/ coat la ants m) ass m> face m) _
A, are aT. a1s. zz. sx. tr. mea,nre m�Mt'i�'I�eI'h°ewe�nm lased
`a ; a m;fL ;lit :m,eaneWaareaa� t A. c
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a4 ,2e1 3T.
I,m,m) ,,mint) I,m,m) I,,n,m) ,,mint) ° bean ,manen,...aed. / .�
L SILT SOCK/WATTLE FOR PERIMETER ANDi INLET PROTECTION \ •
I / 1htyj
DATE: PAGE:
/� I 11 51
/ I 1 I
..A.. ..8. ..C.. "D.. ..E.. ..F. .G., .H.. �W I / 1 / II I
/
4 3 ' -I I' G I en a rm , I cc e ' dz COMMON
OPEN52
T R i Ha ll .HOUSE I �. % 1 1 121: noes ' i Lot OPEN
_ Li _ � ✓<,� ! SPACE
7 N2
LEOOE""" Notes: / \ \ / CONSuMITs N
LET 1.If needed,Tree Protection fencing should be installed along the buffer zone,wetland \ 1 ! \ \ - \ 1 / �3
boundary and/or around protected trees,provitlin9 a radius of at least 1.25 feet for each I /II
LEGEND etch of trunk diameter.on th
2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on \ \ 1 \ N C ep /
DIRECTIONFLOW @ schematic/diagram and fieldadjusted.if necessary,for placement at low punts If lots are \/J1I 8-
contiguousandhavedM tI land owners or binders each lot should haveindividualBtt dGf,I
SILT FENCE MTh@ ® 3.Install Fences.
Silt Fencewithin 10f 1 f property lnemensure there isno co..with 1 \ \ I / ��P2 / I4
CONSTRUCTION ENTRAENENCE septic system.it's the responsibility of the builder to ensure the-ns,allati0n Of setl'menl \ \ Q' ❑
It
/ K
CURB INLET ontrDlmeasures does nr paamesepTDsystemanarepirarea(s) / Sf�g CA1
d.Al least one other Entrance/Exit is m be installed per lot.
li(
B.Waste bins and other areas dedicated for managing building material waste shall be at \ 1 I O� / / / / 2/ CO M M O N
least 50 feet away from storm drain inlets or drainage dkehes unless it can be shown that 1 OPEN
no other alternative exists.If this sepaationcannot be achieved these areas must be SPACE
nth nod behind Sk Fence /////////\\\ —
6 Inlets downstream of disturbances should be protected;streets should be swept when \ \ \ \ I ( // \
7—
sediment from the construction activity is present. \ \ (\/'I`y/
..\NC-Envronmenlel)peg T Details for Silt Fence 511 Fence Outlets Construction Entrances and other measures are \I 1
provided on additional streets.Erosion and sediment control details are not drawn m scale. \ \ -
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TYPICAL LOT LAYOUT WITH CURB AND GUTTER \
. 1 a
DATE: PAGE:
PAGE 1 of 2
TOTAL DISTURBED ACREAGE: 7.38 ACRES
4e LOT EROSION CONTROL PLAN
"tifMAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION LOTS 2-4 8 9 13 14 16 40 43 44 47 48 & 52
0
Q' �3 General-All measures will be inspected and corrections made after runoff producing rainfalls or at least once a week minimum.The builder will insure that the construction activities on an articular lot do not adverse) affect an of the installed erosion control measures.If lot construction dictates measures will be
p g per any y y TARRANT ESTATES
QJ`p��4 / .�� �'°w 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 �rnT,'',.. FOR
* ^.141 STD.�.. Gravel Construction Entrance-The gravel pad should remain in a condition to prevent mud or sediment from leaving the constmction 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
/ � s S objectionable materials spilled,washed,or tracked onto public roadways. B E N J A M I N STOUT R EA L
f,,,„,.. '� y� K K.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
yl :. - 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.
�00 aMn. , . .44,41 • ESTATE SERVICES INC.
„:„.'], _, Vie, 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 ,
/ °•-,'' i iyr�e,�4.*` and stabilization of the mot bed.The sod should be limed and fertilized as per soil type recommendations and type of grass recommendations when and if possible. CEDAR CREEK TOWNSHIP CUMBERLAND COUNTY
Grassing and Mulching-The area to receive grassing and mulching should be properly fertilized and limed as necessary as en 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' OCTOBER 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 NOG-Of inspect at least once a week end after each 1 inch or GRAPHIC SCALE
material and properly grade it. 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
smooth 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. 11
3.Provide drainage to carry water to a sediment trap or other suitable outlet. topdressing with 2 inch stone.
4.Use geotextile fabdcs in order to improve stability of the foundation in locations 3.Immediately 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
LL�-
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 I
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 SAuED:10/1/2024 10:03 AM LAST PLOTTED:10/1/2024 11:20 AM PLOTTED 6Y.Dennis Gilbert FILENAME:G\CURRENT JOBS\BENJAMIN STOUT REAL ESTATE SERVICES INC\24-2310-02 TARRANIESTATES-EC\PLANS\foenooTESTATESEC-LOT52-4.8.o.13---.DWG