NCC231991_Site Plan or Location Map_20230630

^ CONSTRUCTION SCHEDULE \I III\1` �J / / / i /
`� 40 I. Obtain all necessary pen,and plan approvals.Erosion and Sediment Control \ \
0 m n (EASE)permit and a Certificate of Coverage(COC)must be obtained before any laud 0te,ping activities I / / / / \
r o $ occur.A copy of the E&SC permit,the COC and a hard copy of the plan must be kept on site,preferably in a fll II/I / / \
P o o� permits box.anceatructii�l�dng inspection. es e / / \ `
2. Install gravel e e first,then silt fences,reinforced silt fine outlets and wattles. / /
SODDING
T. 3. Finish clearing and grubbing any necessary areas on the lots as they are started. // / / /
m o 4. Begin lot grading and excavation activities ' \ _ / / s
ouse
A ? ' 5. Begin or continue with,dhoonstmcliouctionilies. owaua.nsxnsacxco I / /
6. Finish all rough grading and houaz construction.
I I I / /
301 7. Beginaivewaya,walksandpatina �� IIII V • / / -�
• 3A 8. Begin fine grading of lot areas M� \ I / / /
9. Final grassing,mulching and stabilizing of lot.In most cases this will involve the installation of sod on the lot. Mill ^\
,� S[Ly �� P PO 5 1'F silt fence will remain in plate omit the lot is sodded or grassing is stabilized end lakes hold. M�� cxosrrorwslralxa vicres. IV \\ I` \ C / r \
♦ �' •f5.V 10. The contractor shall coduct self-inspections of the erosion and sedimentation control measures and complete I _
the following combined self-inspection form found o the DEMLR website ....so cuirEnv. I II �
hap//fl / d /E /20M stet%20and%20Land%20Resources/S MPDES%20 In MI
�� Gen I/20P -s/DEMLR CSW M bring Forms Rev A gu t 8 2019 pdf.Twelve monthsf complete MUM
1 liar.�� rasp fshallb kept [e davallable for.spec all .f recommended copy be I(I I \
fan,,),
C , Il Self rdtr thin 1hours o1 every
ISA Nvent of greater than
NCGd01P rf Bid 'I Ai dhall be n . (SI /
gm,� calendar days d within 24M1 f ery t fgre h 1inch.Ay neededrepairshall be
SOrs
EEW ON4$0S mad immediately de geed All ESCshallb d specified tolii / /
,�� -+rn,,,TON G Roks SR 1 the final
acceptance
ep ance Inn A rain gauge shall b rutted h per fmonitoring. �1 \ I (..,_ j /
�yk- R0N12 Insp d fi I cepmnce leaers Wh the project 1s c pl h p h II DEMLA rorn
■_■1�jr.Sg� clo h E&SC PIen After DEMLR informs tM1e perm. f h p j t I p 'on report �' the hall visit`da MGG01'[O submit an el I'
•
permlaee e q ncgov nic Notice oP ermination(e NOT).A 5100n ���r� ��_ annual general permt�ewdl becharged wtil rues NOT has been filled pm OIMEVe III kl
►1 / \_ 7ro ���i. �� alid,Yl�NI II »W III ��//sol m�� GROUND STABILIZATION WImT"asps INn ATHESOO'aMOWN/NEXT.SODIS
iirailjZ4iT aB //
SITE AREA STABILIZATION APPEARANCE OF GOOD SOD /
<VI INITY AP DESCRIPTION TIME FRAME EXCEPTIONS / \ //
.p NTS. PERIMETER DIKES, 7 DAYS NONE CONDOMINIUM 1 PW° 1
SWALES, DITCHES °' TRACT (EASEMENT -\Op ST \
Sc SLOPES °n'"°""°"`' zf/�_
HIGH QUALITY 7 DAYS NONE o...,o ' I 1111
11 / 32 O Off/ fEgSE .
1
WATER ZONES s"`'�e.°'°'"`"' M-
(HOW) re"_a.m,e q 31
SLOPES STEEPER 7 DAYS IF SLOPES ARE .a.�xa III I1 / 1 0 •9 :8
A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY THAN 3:1 10'OR LESS IN _
NCGS 113A-54.1`IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR LENGTH AND ARE Con era Erosion Control Notes N / 1
COMPLETED AS AN EXCEL SPREADSHEET. NOT STEEPER
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN 2:1, 14 1.Only the areas shown shall be disturbed.
EROSION AND DAYS ARE \\ ac
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A ALLOWED 2.All disturbed areas shall be grassed and ,i POND LOT _ -__
NCAC 04B.0131 STATES THAT-..DOCUMENTATION SHALL BE ACCOMPLISHED BY mulched as soon as possible and maintained cV 09' -
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. �T \\ CONSTRUCTION ariririvir
LOIan ��j J•
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, FLATTER SLOPES GREATER b O IT1I LIMITS v I (1T
Arir#
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, THAN 50'IN _ � �84� r • &"E" ,3 SIDE T 20
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION LENGTH O Z 3 • \ 1:L
IY U7Y.-,-
CONTROL PLAN." ) R KKS
- 0/ _ -- �- -TRUCTION E
ALL OTHER AREAS 14 DAYS NONE(EXCEPT 2 �� / a LIMITS
WITH SLOPES FOR PERIMETERS
FLATTER THAN 4:1 AND HOW ZONES �4EB • /DATE:
� 44 , •. ifiriprivp„...
PAGE: \ \ 88
DATE PAGE: \ \ �4 �`70R,{qsilt Sock/Wattle Silt Sock/wattle NOTE: \ D•.z� Area toee FLO t. "A" "B" "C" "D" "E" "F" G "H'Flaw oIh - ge9uMaeMpn,epapnIIIill
,, 11�� So ya,abeW t o rnr-�dg =11.-fl:, iknnMa'thmmrorxine desired
t logs
6E TiI5t.kee BEaiIN s s sock/Wettle(s)should end a hedsN len at ddwahM.D aMa of aeeN It 1 u ipro °=ram L' '
�gth such aNlµbsedgeothe. �'NaDB u HOUSE O� HOUSE �� Hose $// ' U 30 CYd g-
gre
flat
lan
lt
RaMe.. �a a.M.,. weope coveI.H�"'�`JL._1 IJ L. L� �.o wily %ul L N!� li LJ .- L. I. FFS . qssilt.. tlaarea. O os COO , NAY R NU Ninch x 2 inch cross section
we,t,p4f twamawmnm 4� EaEND -RaAY )) Rj�E7,13
o
WW tdhe,e °feeat2 IDRB AlLEDGEaFaDRB AY A w�
urn
rval of
Trench of 9 romOfeet dine sanglsnot npossieeaed inwhena 4Inch NtET Nb inch and,
around
low l radius o Sbeast zone, fore , 1
1.If needed, e Protection fencing should be installetl along the / 111.
r_`
untl protected trees,providing a radius of al least 1.25 feet for each ( 1•U l'
r fora g na a Mm or III \ / at" r�
UNTRENCT°°1/2 height of
logs s. edl heavy 2.Ins[all Silt Fence ill Fence outlets shown On II
NED INSTALLATION N - - schematic/diagram and field adjusted,if necessary,for placement et low points.If lots are 1 V / *1164
:W4t, DER p 4^�
'""m"`""°"""""°"`"'°"'"""°°"'re"'''"""""""" sock/wattle Mocks
to it in place during ninon even.. contiguous end have different land owners or builders,each lot should have Individual Silt lC lllllN,
ISOMETRICW0W Fences. g /
1.N Inspect sui sock/wattle at least weekly and after ® 3.Install required Silt Fence within 10 feet of properly line to ensure there is no conflict with III
aeon inch or greater rai.II.Remo. CONSTRUCTION septic system.It is the responsibility of the builder to ensure the Installation of sediment
comp COMPOST pax wmu now RATES as CURB INLET ENTRANCE control measures does not impact the septic system and repair weals).
for umre�mbetl s. p.xg�ptan.e. (..,..,..,_
c ct"° ao"a z. ergs mx.I be repla.etlx zee r 4.Aneast one Construction Entrance/Exit is to be installed per lot I
Rre�a cTeotlBe tsock "m'a (goo nm)(I.e50n m)(See
"m) ear 5.Waste bins and other areas dedicated for managing building material waste shall be et y
...Flow-) least 50 feet away from storm drain Inlets or drainage ditches unless it can be shown that I 1
won< Sill Sock/aLength Oen) (1e3Fm) (uarm] sock/wattle may n.d to p he e Lreplaced with no other alternative exists.If(his separation cannot be achieved,these areas must he
ir Wattle a mid^,Rnw 3.3 ,33 (},3 n,) (03 ) (13000 5 ined behind Silt Fence. I I ill ,
u c. x 91.1.(j. )%. m. %a B.Inlets downstream Of disturbances should be protected:streets should be swept when
g (ga (1B8 (2a1 (}'/4 h blv� a setlimenl from the construction activity is present. 011111
4. sheet am nr orSnsacksrwex esshe titwndtl-5allbanr9 scompete boveM1Pr'
t/m/m) t/m/Sol t/m/m) t/m/m) I/m/m) ...sure asbrenperm '- .\NC En tat jpeg 7.Details for Slt Fence Silt Fence Outlets ConsWclm Entrances and other measures areSILTSOCK/WATTLEFORPERIMETERANDINLETPROTECTION rrrE�T, e E provided on additional sheets Erosion and sediment controldetansarenotdrawntoscale �a /L TYPICAL LOT LAYOUT W ITH CURB AND GUTTERFilter Fabric PAGE: DATE: " PAGE: I ul
GATE: ( cove Fencea
'eel poet� aMax.Extra- 8.Max.Standard Lmthafebnewlt..re fen Wire Fence Wire Bnckfill trench / Ili;
°1141*, ..,
d Compact
(P 1 Steel Post _ thoroughly upel°pe7:4474144 ��
I7 r
Mill ED
Plastic or }
tea Ia Qo
Ca t
Arige-nrinrinet. so
hill
Q° Il I
...,,,,,Nowerastowx.....,..._,......
f � a ea.� w -nrw
alongt trend 1■ ..
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Filconstruction: ter Fabric 1 / 93.43.17.93.179r171
1. Construct.sediment brut of.naababang.w extra abang.aWmebnfiMr�bnna CROSS
2.Ensure that Me rehtofthesedmentfenoedoes.exceed24 inches above (Higher / t •
impoundmay umesc.o.s...mtocausefaureofthe�cture) Mn :-� ' /
3.construct. rtabrc from a continuous ro cut to them avoid loins.memo nd are
6
.Iyfasten the filter cloth any al a support pp feet minimum eveden see hen Past Y� j1e
4.Support strenglhfinartabncbyvnremesh fastened bps she of Me posts Extend Ma ntenanu:
Me wire support to the.tom of the trench.Fasten Me t then fah.on the upsape t. aspect seamen,fences et once a week anti attar each, emA4 1...- py Pdd'o 111:111-1-1111'
time7 *** ___------ --- /
Wireorpastczpt sit ,Mregd� regMredreparsmmediatey ,! 1 i /
asecure%inw ne mound a minimmof 4- h mxm.rareat apex sappy tie.an..n P vtNypse tear ee..mp.ae, `d imam8fetana t.na -nm odt -
or become ineffectryie,replaoe
s. 2.snoxement deposits as necessary to provide adequate Construction Malntenan e6.fkstenatheatei er fe s shoos have a m n mum of 50 pound tensie 1 Clear the entrance and exit area of all vegetation roots and other Objectionable 1 Per NCG-0fall, ct at least once a week and after each l nch or l \
strong.. fence.Take sdrea aura mesh cop rat evoM untie material and th spec, greater rah 1 vetmake pdny a codit repo rsment mudo / C----
- O \
Excavate7. - 41 h E chew seep along the praposea line of the posts and g 2 Place the gravel t0 the specific green and dimensions shown on the plans,and 2 Maintain the gravel pad n a condition on W prevent mud or sediment \ _
cngwaterlasa smootht from learn the construction site.This may do \/
) ...,--- .
e. inches fabric along
bottom
and stabilize rare conu but ng 3.Provide drainage to carry water to a sediment trap or other suitable outlet. topdressmg with 2 inch stone. Yrequ require periodic / \
aeon
-tie of the trench. 4.Removes ran ontnnuM
e t2'n<ne and wog the area 9redea /\>
carom arms soilMe anti.ornlsam.Thorough compaction or the backall is drainage area has been properly stabluzeaefl8
cmlcat attach
performance. 4.subcttoselefage or wato improve stability of the foundation in locations 3.tracked tnt remove all wobjectionable materialsspilled,washed or
ta.Do not exam nlMrkexc to existing trees. subject to seepage or high water table. tracked onto public roadways.
..\NC-Envtr1 ierriW.Jpeg SILT FENCE CONSTRUCTION ENTRANCE/EXIT ------
7 l
DATE PAGE: / / / PAGE 1 of 2
MIN. _ FENCE TOTAL DISTURBED ACREAGE: 0.16 ACRES
+ 7 / LOT EROSION CONTROL PLAN
L IIIIIIII IIIIIIII-IIIIIIII 1 MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION LOT 1
• -=�... . COMMONS AT
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 lot construction dictates,measures will be
THE wnsNED 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.
s - t - 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 all RIVER BLUFF
objectionable materials spilled,washed,or tracked onto public roadways.
VVIRE FENCE
HARDWARE CLOTH FRONT 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 FOR
_ FILTER cto SURY WIRE FENCE,
FABIN RIC, 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.
AND HARDWARE wnsNED STONE MAXe-� 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 PA M I REMODELING C O, INC.
STEEL FENCE
INTOSOLID or0050 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. CROSS CREEK TOWNSHIP GUMBERLAND COUNTY
NOTES:
GaourvD 1.Hardware cloth and ravel should overlay the silt fence at least 12
vs_re° inches. g y 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 ALE: 1"=1JUNE 2023
o°` •o 2.Stone outlets should be placed on low elevation areas of silt fence 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. SC - OOr
and based on field condition. GRAPHIC SCAI,I'
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
BURY WIRE FENCE AND B RV 6'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. 100 0 50 100 2W 400
HARDWARE CLOTH FILTER FABRIC IN TRENCH greater rainfall event.Complete any required repairs immediately. h 11
2.Freshen stone when sediment accumulation exceeds 6 inches.
3.Keep mesh free of debris to provide adequate flow. 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 halt of stone outlet is covered. fencing materials and unstable sediment deposits and bong the area to grade and stabilize it after the contributing drainage area has been property stabilized. ( IN FEET )
NC-En 5.Replace stone as needed to facilitate de-watering. 1 inch = 100 f t.
-�-\..,r J� .`��eg SILT FENCE OUTLET MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
PHONE[phone] FAX[phone] LICENSE#F-0106
LAST SAVED:B/12/2023 4:52 PM LAST PLOTTED:6/12/2023 4:55 PM PLOTTED BY.Dennis Gilbert n05002r:G.\CURRENT JOBS\PAW REMODELING CO\23-2695-01 RIVER BLUFF-EC\PLANS\RIVER BLUFF EC-LOTS 2&3.DWG