NCC232016_Site Plan or Location Map_20230703

- COi. Obtain all necesmry permits and plan approvals.Erosion and Sediment Contol NSTRUCTION SCHEDULE a permit and a Certificate of wattles. den vera .. accessible ao w Mt / vl � ` ( ) Preferably punks
t.obtained before am lane mrmrolns
�1 7 !_\ \� Nelda y started.
V e4 Eat d$, ----- - --__ 4. Begin la grading and excavation activities
/ / �_ �� \� �\•+ 5. Begin or continue with house construction eon.activities. oduring inspection.
iiii
LINDENROAD N a,] ( 7,.....• \ conduct self-inspections o �s, mm� �ontrol mw �a�wmvlo,n w�combined sal � 6.anmao6M R
10.The contractor shalla
- q,Energ01.,20and,20Lanaaso and ftesonrr mrmww.r,NP°ESwz0Gen I.,2P.�ed Rev.Anxuan6.o1
plete inspect.forms shall be kept on site a.available for inspection a all times.It is
Mc permittec of the
Q AtEcL
a,L�Rp �",� measures shall,maintaMed as specified in the construction details on Ns plan.
g.
nr d� �lete,the �i raro�thall •a�lull"
nalo
Ato aR,]g �� �� re dw ND b�Tl (>Non.Afi6am.SC Plan.After DEMLP u.1111111/11
// • General Erosion Control Notes/ / �� � La2L/ �� 1.Only the areasshownshalill
be disturbed._ -82/ �\ 2.All disturbed areasshall begrassed and s on as
VICINITY MAP / / / / �e/ possible and maintained until permanent cover is established.
�� a6
(N.T.S.) � o� Pursuant to G.S.113A(3),provisions for permanent ground cover
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTIO \ - _ 1 n sufficient to restrain erosion must be accomplished for all
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 r / 0 disturbed areas within 14 working days or 90 calendar days
topdressing with 2-inch stone.After each rainfall,inspect any structure used to trap sediment and clean it out as necessary. Immediately remove all objectionable ` �� 7 /- p (whichever is shorter)following compledOn of COnslfuCtlOn.
materials spilled,washetl,or tracked onto public roadways. + 10 / / 1p0- O
Sill Fence-Sediment fences should be inspected at least once a week and after each rainfall event.Any repairs should be made immediately. Damaged or decomposer - �_
17
fabric should be replaced promptly.Any sediment deposits that build up against the fence should be removed and disposed of properly to insure that the removedlik // \ki.
0Zsediment does not wash back a t the fence.Ade to store lume should be ided for behind the fence at tall times.Take care to not undermine the / //,y } /00 gains qua tie volume provided %"` 1
o
fence during cleanout operations.
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 maintair ,� / � W
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 11111
/
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. / 11.
) {
111k
Grassing and Mulching-The area to receive grassing and mulching should be properly fertilized and limed as necessary as an 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 repaired,an( ,•�-4'(:,-...
n GROUND STABILIZATION
seeded 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 th. ,Os
growing season permits permanent grass. + n--*1;111
O SITE AREA STABILIZATION
t the use of t -� .J10./ ODESCRIPTIONTIMEFRAMEEXCEPTIONS
Wattles-Wattles shall be inspected after significant rainfall events.Rills or gullies upslope of the wattle antl any undercutting is to be repaired.Setliment tleposits the / 1 PERIMETER DIHEs, J DAYS NONE
air the filtration ca abllit o!the wattle shall be removed when the sediment reaches one-third of the waffles functional heeboar0 het M.Removetl sediment she
imP P Y 9 SWALES,DITCHESbe deposited within the project in such a way that the sediment is not subject to erosion by wind or water. + �_ &SLOPESReinforced Silt Fence Outlet-Remove ce during cleanout.Reeposits as ovea n to p lace stone as a storagecessar v s it a cor the next rein to reduce�nt.R rnon the fencingmat.Tale . + I � / • \ HIGH QUALITY J DAYS NONE
care to avoid undermining the fence during cleanout Remove and replace stone as necessary as it becomes clogged with sediment.Remove all fencing materials ,O4 `/ 1 WATER ZONESand unstable sediment tleposits and bring the area to grade and stabilize it after the contributing drainage area has been property stabilized. + + + ' (How)General-AIL measures will be inspected antl corrections matle after runoff producing rainfalls,or at least once per week minimum.The builder will insure that the oB SLOPES STEEPER J DAYS IF SLOPES ARE
construction activities on any particularlot do not adversely affect any of the installed erosion control measures.If lot construction dictates,measures will be o �� THAN 3:t t0'OR LESS IN
. orelocated 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 LENGTHANDARE
maintained as su ted in the erosion control manual.soddin v ftlk` - /suggested g,Beetling and mulching will be maintained to insure proper ground stabilizing cover. ` + . + + . + . + + + . + + . . + . NOT STEEPER
THAN 2:1,to
DAYS ARE
DATE: PAGE: / 112 ALLOWED
BLWLA TE OR 14 DAYS J DAYS EAT
+�/+ FLATTER SLOPES GREATER
THAN 50'IN
NGTH
_ _ + y + . . + + + 104 . - LOT ER ARE 14 DAYS NONE EXCEPT
AL H AS
+ BLED + •aTRULTION EINFORCED FLpIRSLn0'p,Eg54 FOR PERIMETERS
Ir. ' I - ENCE IMITS RCE .1 AND HOW ZONES)
�9 , + CO Na RDLTON
OUTLET DD
R 4 4 4 REINFORCEDt• SILT FENCE
.. a ° c
24.
R sous R ll b Hous ou a re n ®-ram 1 AT �' Cr Nfo"c o �/ /HENS �'Ho E � \\V 12
�...: 11 SIT 1i
I . LS ■ w T OUTLET
o -� 1 ..p�(��i 1
EDP'''^'T Tr.r-R. ..T T.1-, T • T . TD T Ttr T .T 10 Le ^ QQII rr y II i
Notes: I I..� ,1I w I. �Y� Y..a5. "�YIWERE�R� 2 SODDING
•
LEGEND DIRECTIONOW ,.If needed Tree Protection fanpng should be nstalled along the buffer zone,wetland ° uM Ts " i� •II V? „4 " ® I I Y ,�iYLIMITS "� s -V bountlary anNor around protected trees,providing a radius of et leas[1 25 feet for each it .I
Inch of trunk ndiameter.onII Y:Y
SILT FENCE 2.Install Silt Fence on the low elevations des of each lot Install Silt Fence outlets shown on IIIIII I1I1I 1D
schematicldlagram and field adjusted(necessary for placement at low po nls If lots are ,.III ;�j ;' ±' ;� 11 / �1-=--T�To- ore goo and have different lane owners or bN ldera eaan lot snows have navavalsu1tz 'till � 14 +II 3 I ,^ 1, 112 ®.w�""'.`re,.
WADDLE/E.SILT 1soDIVERSION HETs ® B.Fences.till q' d S'It Fence w th n l0lee of property l ne to ensure here s no con0'st h II 17 I�,I 16 ! _ _I t•� 9 MIM g,,,, PVTO
CONSTRUCTION ENTRANCEseptic system.It is the responsibility of the builder to ensure the installation of sediment 1]@ )' v t� '!ru W M zzwww
ww� w'
control measures does not impact the septic system and repair () II1, II,IIIIII �IIIIIyI IIIIII IIICORRECT
4.At least one Construction Entrance/Exit s to be installed p t. i l+ CE I`\ ^ { `61LT FENCE 3 �\\ ll
i� SILT�PNCE Q �q
5-Waste bins end other dedicated for managing building to shall be at D 4II I-$�F (TY) ( 1 : ) N 1�
least 50 feet away( t d -niece or drainage retchest be shown that IV P) 81T ENCE °r 4
no other alternative t If thisseparation cannot be achieved,these areas must be 12� - 1 ITYPl
contained behind Silt F 126 •^ ,:� _
8.Inlets downstream of disturbances should be protected;streets should be swept when iI k 11I
setl mart from the constructor activity is present. p /- yII \ rill rI�II •�IIIIII ' �.� IIIII � •Liu 11q 1 77111.,
'I].Details for Silt Fence,Silt Fence Outlets ConWructlon Entrances and other measures are `III ill I XII I il Ill tl
prov dad on add t coal sheets Erosion and sad mart central data is are not drawn to ���lIIIII XXXL111 ^ �,2L___-__ _-_.__ scale TYPICAL LOT LAYOUT WITH ROADSIDE DITCHES ^ , stiIllI \ A .. t - ^•^m.sn. "" �^a^'+.r•+:n^= sremm
7.
DATE: Wire Fence Filter Fabrc PAGE: 6 .� +I•pp �LE \ Y \ �I ,p.
p.11 IMTs CONSTRUCTION OmI11 A P�PEARANCE OF GOOD SOD
areal POM , 6Max.Ema"rerelu mbaawaM1onl,Mre tie Are Fence core R°ekien trench e' Sill � sU \ uI WATTLE '41 WATTLE _ - �, V-� t4.- III�IIIIIIVVG),I III�JI .o
thoroughl Compact .I+I rVI -_ 11 ` V.. V
C.- 1* Stee Post _
S.
upslope 111
.� olr �I1' \ - _ �12� ==.z.iS oEreEaoo..«.
Plastic or J A 4• Y . ';TIT ,� ) �� :Sk,_ - ^� :Y 1L EPCFnAFNT ��--J.
�.______;\._
tare ties kNn �%I � � _ ail ill: _ !.Ji -� �. 77------ �_ _� - --�-
fCONSTRUCTION •
LI e anch House Co 'rfvate
PecNTPANDE- TIOVO� � �f�p �
} XV\XX :al°nglueeeerb ENTRANCE Ceaha Co ENTRANCE
CONSTRUCTION
�6x8D Linden Road C-217
�120 ENTRANCE BHARED ACCESS
•
•
/ \ T.T -' 7 \ EASEMENT
( sow 1V ll++ \' �__ �� A'SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS 113A-54.1NS
LFlller Fabric n ma / Linde'Road �� \ \ AVAILABLE FOR USE.
11.Cawstruc ^ The contractor shall conduct self-inspections of the erosion and sedimentation control measures
Construct the sediment baser or standard strength Drama strength synthetic fiuermbrias. CROSS sEcrloN VIEW \ c o
2.Ensure that the height of me sediment fence does not exceedes Inches above me ground.(Higher fences v `\\ and complete the following combined self-inspection form found on the DEALT website
may impound volumes of water sufficient to reuse failure°flue stmnurel `� __ ----- I \ \ hops://files.nc.gov/ncdeq/Energy2,20Mineral%20antl%20Land%20Resources/Stormwater/NPDES%2DGeneral%20Perrrts/
a.cmatmct me rater Mbdc from amminuwsral ratio the length Dime bamerm avoid term.when pima are ry \) \ --- _ \ DEMLR-CSW-Monitoring-Forms-Rev-August-8-2019.pdf. Twelve months of complete inspection
securelyesten tnenlmr cl°tn only ate wpponngth firer fabric by wire mesh �nwah4mel minimum ovesecurely to the urempe siderlap to the neaEx«t. / / \ /_ forms shop be kept o site and available for inspection at all times.It is recommended D copy be
4.Support standard the
Inspect wearers motes at least once aweek and aror each l \ / �/ �� kept n a permits box,(GS 113A 54.1(e) 15A NCAC 048.0131,NCG01 Part C III Sections A and B)
ared tensile engmme up slope required repairs slay Self-inspections fore and sedimentation control m e to be performed at least once
the wire mesh side of the support
upport fen used.sppa.Wire or plastic..ce padsts Fasten maximume a uofa eet...Supports should be anveo ,mar,decompose, \ very s calendar days nand within 24 hours of every r eventr of greater than 1 inch.Any n
securely ve.eepM0n a. in.or greater rainfall.Make yp�romptlyace \ eeded repairs shall be made immediately to maintain m as designed.All ESC m
6.Erase errengluX00 t05ec with 6laot post spengeces not requites wire mesh sooeortmnce.Securely / \ measures measures
Removein....
a \ shall be maintained as specified in the construction details son this plan.A rain gauge shall u be
me far the ne,rein era reduce pressure en We'e /taste ympoam.Wire orpaseczpfies shave have amnmum atw pound ranee / installed at the project g.
] Ewav xmatey4 owes wide and ainches deep along the proposed line of thew.and cl Take ayold undermining tnefence during // \ ro t site for monitoring.
2? „ - .
e Plslope from the harrier. 0.Remo.all ace mg me bottom and side of the trencM1 fencingmaredaa antl unstable sediment deposits
e Rackfi 'paced over the firer fabric and compact.Though compaction of the backfi's bring menprop grade ntl stab'zeTalrer We conmbwrp
critical to silt fen.
a ..to xis[ drainage area has been properly stabilized.
to\NCe Envhlrerrabnc to existing tree: / /
�ui0�performance.
SILT FENCE ( C'----... / ---- .
o
DATE PAGE: ) / \
Silt Sock/Wattle Slit Sock/W the NOTE \ I\
w-� MI FLO MI t Other mate - - mpretecg°n
re against era subaHutee fw \ \
° Lyp,- PAGE 1 of 2
IIJh silt 1
...le noting unWrrnly
imwdbe fereb toeofa t \
stokes Mn Stokes to
,�b installed with
- TOTAL DISTURBED ACREAGE:12.36 ACRES
SECTION • roam he
belo LOT EROSION CONTROL PLAN FOR
SECTION P alh...veto)located
land• /disturbance. e.sbe esilt m LOTS 10-18
<° gtgaT- ''a ems. frmg re around ee oft silt sock/v.1.0g
I \ \ IN
ILI ,I.I 4, Oak or other durable hardwood stakes with a 2
inch x 2 inch cross section should be driven
O 1 LINDEN LANDING
tierW 'I' vertically plumb,through the.nter of Me silt
ximum Interval
• theslit,aNwattl• ttle.Stakes should nterval of 4 feet ei=lPe.Ina4inch 1 PHASE II
Woo,Mulch or UNTRENCT°1 N2 height INSTALLATION
o crag st na 4 Min. 5. aipave..
e l,.nw 1
concrete Mores shall he used behind..silt
\ FOR
ISOMETRIC t MAINTENANCE °a, g" k,ya"awe \ BENJAMIN STOUT REAL ESTATE SERVICES, INC.
HED eT TaN m.•.xl"InALFLoe e ).'.1i \ CARVERS CREEK TOWNSHIP CUMBERLANDCOUNTY N.C.
COuPOST far untrenmea sacks mmcma oe.rmgn°o m•°° 'ire' (t6oan�m)imo�m)(aaoro) T�]eo° r/
" z. anlemas needed to allow for eesst cos geed SCALE:1"=120' GRAPHIC SCALE 1UNE 2023
Sheet Now-re- a. sodre.ttle may need to he excess.,
M. ' ' i i a , replaced If cowling becomes a 120 s�D zoo 480
wttl / " '' "n ""rnn (1 ) (na6) (47,) E ° 000e
/k AreamvA" " tia� ( IN FEET)
/jml I//col 1/n/m1 i/m/m) Ijn/col mrearehoeenpe permanently stabilized.
1 inch = 120 Pt
SILT SOCK I WATTLE FOR PERIMETER AND INLET PROTECTION MOORMAN,KIZER&REITZEL,INC. 115 BROADFOOT AVE. FAYETTEVILLE,N.C.28305
LL PHONE[phone] FAX[phone] LICENSE#:F-0106
UST SAVED:6/7/2023 10:43 AM UST PLOTTro:6/7/2023 11:22 AM PLOTTED BY:Dennis Gilbert FILENAME.G\CURRENT JOBS\BENJAMIN STOUT REAL ESTATE SERVICES INC\23-2510-15 LINDEN LANDING-EC\PLANS\LINDEN EC-LOTS 10-18.DWG