NCC232235_Site Plan or Location Map_20230727

CONSTRUCTION SCHEDULE / \ `- _ g rel
•• °" 1. Obtain all nxessarypemtitsand plan approvalsErosion and Sediment Control SODDING - \ \�fb+ <- pe4 4as `I �I
a&y'kL (E&SC)permit and a Certificate of Coverage(COC)must be obtained before any land disnubing activities / \ \ \SQ p' \ rn /
y permits
occur.A copy d the F.&SC perms,the COC and a hard copy of the plan meet be kept on site,preferably in a / \ \ \ `- _ --4.7B I I I/
0 ' perm box, d ssbl during'nspec' ` I I!
`-r; 2. Install gravel construction first,b e fences,reinforced silt fence outlets and wattles. -� �� \62z
3 Finish clearing dgrubb g y necessary thelots a s they are started �� 526 �526
4. Beg' I grad g de factivitiesM00 NOT LEAVE - \ 6 \ ( / -
g. 5. Begin t with house construction activities. � `io PEN
CPy 6. Finish all rough grading and houaz construction. M�� axos°nOTBIMMwa Nscss. / \ \\ ,,1(./JI I I
v 7. install driveways, elks and patios. - �� \ \ -/ \ \ \\ �F�ACE 1
-Co 9. Begin fine massing,gradingulct lot area o \ \ /I / / I \
9. Final grassing,mulching and stabilizing of la.In most Gazes this will involve the installation of sod on the lot e -
''''""p SP `p' o The silt fence will remain in place until the lot is sodded or grassing is stabilized and rakes hold. mil=MATCHED cosascnv \ - \ \ \ I I(/
SR RINGS ROgO 6 10. The co,ac+or shall conduct self-inspections of the erosion and sedimentation control measures and complete 'ill \ �T I
r z2 coauec
the following combined self-inspection form found on the DEMLR websae -� \ \ 8\ \\ \ ,L. ORM /
FOATrRE htte//fl / deq/Eller¢v%20Mmeral%20aud%20Leod%20Resoumes/3 MPDHS%20 "VtG �� \
SITE Gen I/2VP s/DEekepio Monitorag-FomsRevAugustsl eedfT I months(complete I \
sR n2z°gp inspectionf shall be kept on site°nil available for inspectionall .r i recommended Copy be \ �TREA MF�NT AREA
keptll. permits b .(OS Il3A 54.1(e),ISA NCAC 04B.0131 NCGOIP III Sections A dA) i / \ \ 1U \ \ \ \ \ I 'I I \ \
FO%FIRE ROAD Il. Self-inspections f sloe end sed.meamtlon control meazu bperformed I very seven III
�� SR 1,22 daysd within 24 hours efevery ramevent of greater than I inch.Any needed repairs shall be -� \ \ \ -----,-
calendar
o mad immediately a me n measures as designed All ESC measures shall be maintained as specified in 7 / ----..../
�c y-,
o �,OJ� the construction derails on this plan Arun gauge shell be installed et the project site for monitoring. II / / \ Y9
tP n4? , 12. Inspection and final acceptance letters.When the project is complete,the pertness shall contact DEMLR to zit; ... ..I;IN; lll ` \\)
THIS PROJECT IS INA LIC SUPPLY �� \ \ \ \ \\ ' 1 I / 1
4, Si 1. <. close out the E&SC Plan.After DEMLR infra,the permineeofthe project close out,via inspection report. TACT WATERSHEDSII)AND ALL RFQUIREMENT - \ I
VALLEY Rp4p the cal general
shall visit"deq.nbe ovMCG01"to submit an electronic Notice of termivation(e-NOT).A S100 calm mason `YO tJssoorveAs.fn sa sL sew",, REGARDING SENSITIVEAREA 5141 / / I
„e-4-^ annual general permit fee will be charged until the a-NOT has been filled out. Lao. woH lea, WATERSHEDS SHOULD BE FOLL D \ 1,� \ \ \ / I
SUNSET B N APPEARANCE OF GOOD SOD �� \ / -�\ \ \ -v// / / / / '
LANE 9, GROUND STABILIZATION "III THIS PROJECT IS HIGH-QUALITY
WATER ZONE AND ALL REQUIREMENTS\ \ \ \
ROSEtgyD SITE AREA STABILIZATION cu ir.sxeuHr. as 11 REGARDING SENSI VEAREA / /
VICINITY MAP EXCEPTIONS � \ �� �� �/� � \ \ � � \ � \ � / •
SR ROAD DESCRIPTION TIME FRAME ,x�ce','m"pVo;°eo`•:�`n•N° WATERSHEDS SHOULDB LLOWED
•
N.T.S. PERIMETER DIKES, 7 DAYS NONE {yg�,-+f4. / \ 20 \ \ \ \
THIS PROJECT IS INA PUBLIC SUPPLY SWALES, DITCHES CONSTRUCTIO r \ � SI0A \/ 21 \ \ \ \ y i (
&SLOPES LIMITS
WATERSHED(WS-II)AND ALL REQUIREMENTS ,asaE ,wPH"'°K'.< Ho,aaaa ��. \ \ \ \ N
HIGH QUALITY 7 DAYS NONE \ �/ \ \ \ \ ,.....___/
�/ //
REGARDING SENSITIVE AREA WATER ZONES �/
WATERSHEDS SHOULD BE FOLLOWED (HOW)
THIS PROJECT IS INA HIGH-QUALITY SLOPES STEEPER 7 DAYS IF SLOPES ARE Pursuant to G.St 13A(3),provisions for permanent ground cover r
THAN 3:1 10'OR LESS IN sufficient to restrain erosion must be accomplished for all I \
WATER ZONE ARD AND ALL REQUIREMENTS \Lot 12 n _- . _\ \ •'C\ \N �� / \
REGARDING SENSITIVEAREA LENGTH AND ARE disturbed areas within 14 working days or sD calendar days ` \
NOT STEEPER (whichever is shorter)following completion of construction. \� 19 WATERSHEDS SHOULD BE FOLLOWED THAN 2:1, 14 /
DAYS ARE \TJ+,1 \ N
ALLOWED General Erosion Control Notes Ri o m \ ?.a N �'
A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY SLOPES 3:1 OR 14 DAYS 7 DAYS FOR 1.Only the areas shown shall be disturbed. N,7 }? N.
6ti
NCGS 113A-54.1.1S AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR FLATTER SLOPES GREATER 2.Temporary ground stabilization is required within 7 days on all ,O P. 22 \ 5r\ \COMPLETED AS AN EXCEL SPREADSHEET. areas > CONSTRUCTION
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN 50 IN I V LIMITS I 0 \ \
EROSION AND LENGTH V k�-I
O \
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A ALL OTHER AREAS 14 DAYS NONE(EXCEPT Z r �t llgT �530
NCAC 048.0131 STATES THAT'...DOCUMENTATION SHALL BE ACCOMPLISHED BY WITH SLOPES FOR PERIMETERS Sq I >y
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE FLATTER THAN 4:1 r� \
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, AND HOW ZONES) 13 a %, '"--..N. -
PRACT AND SIGNING AN INSPECTION REPORTED ON EACH SEDIMENTATION
I \ N
\
ECT IS IN A PUBLIC SUPPLY
PRACTICE D DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION \ /
CONTROL PLAN.' DATE: PAGE: \ /
DATE. PAGE: I WATERSHED - REQUIREMENTS
Silt Sock/wattle Silt Sock/Wattle NOTE: CONSTRUCTION I ORC D
EA
Row MI ce MI +. Other providing protection 'A" "B" "C" I 23 I LIMITS L ENC WATERSHEDSSHOl1LQ BE FOLLOWED
OWED
N� ~ J - RE F E \ 5 \6� REGARDING/
'-� EMI 411 E_irai nI - may ce'"'"m,ee nor ' SI LET Ey \ \ \
il-.._stokes -II s yes parallel.N ll ll �, % �� b� « \ \ THIS OJECT IS INAHIGH QUALITY
e
2.
2 x 2net gN g gs a°nd tie
Stokes II ¶' t 'I I} G R It % % r! ' Sr / fix 1 x I \ \ \ WATER ZONE AND ALL REQUIREMENTS
REGARDING EA
SECTION SECTION he
R NOUS ¶ fl NOU5 1 em NOUS HOU G e NOUS rQ NOU5 I I NODS 0055 / SILT FENCE ) \ WATERSHEDS SHOULD I BE FOLLOWED
OWED
flat areas should be land
ilt /
<o <G sock/wro%uleta;Tde:°m;as�'�nao edge of�the pe to Rwg Ln, xI � t,J J It rN-^r�J Trs--->i �!.:_ �L r 14 \ \ \ \
A.M°M. a•Maa. p umr en W -1
II 4 ulTbniu en EtrT'T n+�T TtY / I 17 $'�, CONSTRUCTION \ / �- \
u1 uJ LEGEND Notes: I(\/ I ENTRANCE \1
1.If needed,Tree Protection fencing should be installed along the buffer zone,wetland 24 ff \
rnaArnurn interval of 0 feet or a °° boundary anti/or around protected trees,providing a radius of at least 1.25 feat for each „ \
or Com s esn,'ocwwa"I placed in a 4lnch inch of trunk diameter. 11
To od Mulch 1/2 height of log t g nil4 Mm. 5. bleuie.when SILT FENCE
x 2.Install Silt Fence on the low elevation aides of each lot.Install Silt Fence Outlets ahOwn On 1
UsneenOoee INSTALLATION behind the -TD-T� schematic/diagram and field adjusted,if necessary,for placement at low points.If lots are �-554 . , v - \
,ts,,,sc,°,,,x„°,sr�H„x�„°,,,mr,.....,,,w,,,,. concrete blacks snap be used bents tie silt y contiguous and have different land owners or builders,each lot should have individual Not REINFORCED sock/wattle m rota n in place during mnonarenm. Fences. / �_ ��
ISOMETRIC VIEW ® 3.Install required Silt Fence within 10 feet of property line to ensure there is no conflict with SILT FENCE \
t.MAINTENANCE,Inspect aclino
o after r greater rai.II.Remo. CONSTRUCTION ENTRAN septic system.it is the responsibility of the builder to ensure the installation of sediment 11 OUTLET \
Mulch or Cora COMPOSTSOCK wmAL Row PAWS as control measures does not impact the septic system and repair area('). / I `CONSTRUCTION \t \
4.At least one Construction s dedicated
is to be installed per lot. 16 LIMITS 11 I
for Untrecehee So sea o%.,85 ones (2oolb (wol.m)(tiaso.m)(6.nrn) s(7w) 2. tittle must be replaced if clogged r 5.Waste bins and other areas dedicated for managing building material waste shall be at / \
Area To as +socl� "m am adequate2!um need.°allow Mr "ow_"lt ae least 50 feet away from stone drain inlets or drainage ditches unless it can be shown that 15 I
Sheet N way Silt t5ock/aL<"gum('j (ieOFm) (usrm] s ne. If handing heoomes e regeaa"wim a o no other altemative exists.If this separation cannot be achieved,these areas must be /
wet le (dos m) (aan fsoo ) centainetl behind Silt Fence. / / \
Hnmulsc Rate 7. ees . 22 ao. 5 6.Inlets downstream of disturbances should e0 protected;streets should be swept when / \
u °e /fr gm%ft mitt m/ft gore/ft •
4 Sift sstcKlertvenles snail impedes unN Iona sediment from the construction activity is present.
a (e/ (e/s (tee (let eeesvo Seas compete and me area abovene 7.Details toe Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are 4
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION�
m/m) I/m/ml I/000 I/m/m) Vr^/m) maa'xreha'beenpam,en"y'r n
provided on additional sheets.Erosion and sediment control details are not drawn to
„rrr
L. scale. TYPICAL LOT LAYOUT WITH ROADSIDE DITCHES
NOTE-DIVERSION DITCHES AND WATTLES WILL NOT BE UTILIZED IN ROADSIDE DITCHES
GATE: cave FenceFilter Fabric PAGE:• (----- \ 1
„,,..._„,
Steel PM� a Max.Enre LA enewlu°mwre fen Wire Fence Wire Bnckfill trench DATE: PAGE:
d Compact
(P 9 1 Steel Post _ thoroughly unstops \ \ \ \
IT / OPEN 3 Plastic or
} p
\
tiesMWe n
(.:/ a sis
Q°s ,A� isi. SPACE `
1
Filter Fabric y y y y 3 3 3 3 3 3 3 NO"°
�nr��,edimendant noedoewwexced24incarowosMhe ground(Hin(Higher.. RDaaSECTION wD
2.Ensure that Me height of the /•11111111111�101. 0,
3. y impoundfi revolumes&fro .aunts unto roll cause
cutmrhe rage ottneberhes ne Perrier 10 I ��" T. 31 l
y Nerd, yet h4 minmum _- -
4.Support standard pin W �.
f ,once a week,,timer each, S�t4
side a me fence tensile l� p p any
waeree�s immediately.
�, ° O 11
the wire mesh support to the bottom of the tren.Fasten the wire reinforcement, n'ped'
maof8ppnanafena n"prp
maximum pfa aaparla ab.aay.n 2 oShould r securelya m isinches. wbarome' / 1.s`- D
6. gilt dhaveaminimumof50poundtray Remove On the 2 1 fasten w rope he afom.h minsuppimum ropnHMmnMe m z 1 I \
immediately. rich or \ ca. CON LIMITSTION Glan
fence.Take - -- -"g" \ each, 5 La,P
Excavate7. 41 h E d,eaacepemg Me praposee line of the posts and ConsWcton M t
8. fe- the hestups.,from the tenier. 4.Remove all fencing ere.810 o eee rare con"burng 1 Clear the entrance and exit area of all vegetation,roots and other objectionable 1 Per NCG0tall make
leastent k tl after
g.Backfill the trench with soil placed properly stab"zed.as material and properly grade t greater ra stall'make any required p - y n
rice performance.over uafiferwbns andcompact.fro e compaction of the lucks s drainage area nos beep 2.Place the gravel to the spedfie grade anti dimensions shown on the plans,and 2.Manta'n the gravel pad in a condition to prevent mud or sediment
" \
10.0o not each nlMrkbrlc m existing trees. smooth it. from leaving the construction site.This may require periodic I=t
3.Provide drainage to carry water to a sediment trap or other suitable outlet. topdressing with 2 inch stone. n
..\NC-Envirarnrierilul.Jyey 4.Use geotexlile fabrics in order to improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled,washed or \ ..---'"---CONSTRUCTION��
CD LIMITS
SILT FENCE subject to seepage or high water table. tracked onto public roadways.
CONSTRUCTION ENTRANCE/EXIT
Richmond Road SR-1123_SD
DATE: PAGE THIS PROJECT IS IN A PUBLIC SUPPLY THIS PROJECT IS IN A HIGH-QUALITY --- -
4 MIN. -1 SILT FENCE WATERSHED(WS-II)AND ALL REQUIREMENTS WATER ZONE AND ALL REQUIREMENTS
REGARDING SENSITIVE AREA REGARDING SENSITIVEAREA
_ - e l WATERSHEDS SHOULD BE FOLLOWED WATERSHEDS SHOULD BE FOLLOWED / PAGE 1 of 2
IIIIIII,IIIIIIII,IIIIIIII 1 TOTAL DISTURBED ACREAGE: 2.76 ACRES
--- ,
DPDPaLT .
LOT EROSION CONTROL PLAN
MMBTeEATL 3 MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION
LOTS 2, 12 & 17
S THE wOSNED I - General-All measures will be inspected and corrections made after runoff producing falls,or at least once k minimum.The builder will insure that the construction activities on an particular lot do not adverse) affect an f the installed erosion control measures.If IoI construction dictates,measures will be p pro grain per wee any adversely yo
I DY RIDGE
WIRE FENCE ................... relocated on the lot to insure that the potential for sedimentation runoff is eliminated as much as possible.Silt fences and ravel construction entrances will be maintained as suggested in the erosion control manual.Sodding,seedingand mulching will be maintained to insure properground stabilizingcover.
WINDY G
P P 9 99 9 P P
HARDWARE CLOTH FRONT VIEW �bo� Gravel Construction Entrance-The gravelpad should remain in a condition to event mud or sediment from leaving the construction site.This may require odic to dressinwith 2-inch stone.After each rainfall,inspect anystructure used to trapsediment and clean it out as necessary. Immediate, all FOR
gr prevent g y r quit pert top dressing y remove A&G RESIDENTIAL L L C
objectionable materials spilled,washed,or tracked onto public roadways.
wnsNED sroNESTEEL FENCE
INTO SOLID IN.1IroAX� CLOTH IN TRENCH 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 ,
x57� caourvD NOTES: ~rPoAPs"RT�"'II AND HARDWARE 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. MINERAL SPRINGS TOWNSHIP MOORE COUNTY
1.Hardware cloth and gravel should overlay the silt fence at least 12
inches.
Sodding-The sod should be properly maintained to insure that the teas take holds in the areas bets secured.The sod should be watered as necessary to maintain adequate moisture in the root zone and prevent dormant of the sod.The sod should not be mowed to close since this could inhibit adequate growth ALE: 1"-1 N E 2023
`u.ob m 2.Stone outlets should be placed on low elevation areas or silt fence r p Y 9 9 ry 9 P Y q 9 SCALE: COI J U
and based on field conditions. 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. GRAPHIC SCALE
MAINTENANCE:
BURN'WIRE FENCE AND B RV V OF UPPER E.E oft Per NCG-01,inspect outlet at lest once a week and after each 1 Inch or 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 - ,
HARDWARE CLOTH FILTER FABRIC INTRENCH greater rainfall event.Complete any required repairs immediately. 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. = d �
2.Freshen stone when sediment accumulation exceeds 6 inches.
3.Keep mesh tree of debris to provide adequate now. 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
SECTION VIEW 4.Remove stone as whenneeds halt Of stone outlede-w to covered. sediment shall be deposited within the project in such a waythat the sediment is not subject to erosion bywind or water. ( IN FEET )
..\NC-En vir IN.Ipey 5.Replace stone as needed to facilitate tie-watering. P P 1 1
e" 1 inch = 100 ft.
,..,:-.;. SILT FENCE OUTLET 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 MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage area has been property stabilized.
PHONE[phone] FAX[phone] LICENSE BF-0106
LAST SAVED:V/12/2023 1:25 PM LAST PLOTTED:2/13/2023 2:19 PM PLOTTED BY.Dennis Gilbert FILENAME.O.\CURRENT JOBS\oAu RESIDENTIAL LLC\23-2555-06 WINDY RIDGE-EC\PLANS\WINDY RIDGE EC-LOTS 2.12 A 17.DWG