SW6230101_Plansheet 4 - Grading/Drainage Plan_20230111

SITE NOTES: MAINTENANCE PLAN GROUND STABILIZATION NOTES
PURSUANT TO G.S. 113A-57(2) LEGEND Site Area Stabilization Stabilization Time
````,%%%A11III1fr,f",//// 1. OWNER: KINGSBURY RIDGE, LLC The angle for graded slopes and fills shall be no greater than the angle that
�m `� ,, 1. It is the responsibility of the developer to inspect or have inspected all erosion control measures no less than once a week and after each run off producing rain event.Any repairs should be made Description Time Frame Frame Exceptions
) r `,.` �,, 2919 BREEZEWOOD AVE STE# 100 can be retained by vegetative cover or other adequate erosion control immediately to retain all control measures.
_ `,,tr,111111ar,, devices or structures. In an event,slo es left ex osed will,within 14 calendar �B>�oB>�oe>�oe>� DIVERSION BERM W/TURF Permiter dikes,
� ` '� FAYETTEVI LLE, N C 28303 y p p 2. Maintain the gravel pad of the construction entrance.The entrance should be checked weekly and after each high traffic event. This will help to prevent sediment from leaving the construction site.
� `\` '�"' MATTING(TYR) $Wales,ditches None
m-1 days of completion of any phase of grading,be planted or otherwise provided Periodic topdressing with 2-3 inch stone may be required.Immediately remove all objectionable materials spilled,washed or tracked onto public roads.
�T _ _ = _ 2. PIN: 0533-72-9167 with tem ora or ermanent round cover, devices or structures sufficient to 4. Ins ect silt fence at least once a week and after each rainfall.Make an re uired re airs immediate) .Should the fabric colla se,tear or become ineffective,re lace immediate) Remove sediment LOC�� LOCH LOCH CONSTRUCTION LIMITS(TYP.) and slo es 7 da s
p p g P Y q p Y p p Y• p Y
S E KD o^ = = _ DB 11526, PG 0876 restrain erosion. deposits as needed to provide adequate storage volume for the next rain event and to reduce pressure on the fencing materials.Sediment should never exceed half the designed storage volume. —sF—sF—sF sF SILT FENCE(TYP.) High Quality
�` _ = r" = 3. SITE'S TOTAL ACREAGE:146.03 ACRES PURSUANT TO G.S. 1 13A-57(3) 5. Inspect hardware cloth and gravel inlet protection measures at least once a week and after each rain event.Clear the wire mesh of any debris to provide adequate flow for subsequent rains.Take
RD " rn ; Water HQW None
ELLIO7 FARM to; Provisions for permanent ground cover sufficient to restrain erosion must be care not to damage or undercut the wire mesh when removing sediment or cleaning.Replace stone as needed to maintain design specifications. ( )
J .,\c 4. SITES TOTAL DISTURBED ACREAGE: 25.33 ACRES b. Ins eat" r p'p p v p gg g g Y
,, `,� accomplished for all disturbed areas within 15 workin�j days or 90 calendar p gavel" I e inlet rotection at least once a week and after each rainfall.Reshape inlet protection as needed tU maintain control of an sediment de osition.Clo ed or missin ravel will Zones 7 da s
'��€€€,fl,ll,s"` result in sediment de osits into the draina e i e culvert.Cleanin or ravel re lacement should take lace durin d periods.Clean the area in front of the ravel inlet rotection when ins ection TEMP.GRAVEL CONST.ENTRANCE
��, 5. ZONED: R15 days (whichever is shorter) following completion of construction or p g p p g g p p g ry r g p p If slopesare 10'or less m
VICINITY MAP '''f FY A . !J`\`�1`` develo ment. shows debris and sediment deposits.If all the gravel becomes contaminated with sediment accumulation then replace Gravel immediately. p p g p
6. PROPOSED 85 LARGE SINGLE FAMILY LOTS p Slo es stee er (en th and are not stee er
'' r,,,,€IfIIIllliiii� 7. All vegetated areas will be reseeded,fertilized and mulched as necessary to maintain a dense vegetative cover.Check for damage and washing out of materials after each rain.Repair damaged,
(NTS) 7. PROPOSED STREETS -20' STRIP PAVEMENT W/SIDE DITCHES bare or sparse areas by filling any gullies,reseeding and mulching.Tacking of mulch with netting or a tackifier may be necessary in areas of concentrated flow.If vegetation fails to emerge,have a soil than 3:1 than 2:1, 14 days are
�11 t i r test erformed and re-evaulate the choice of lant material. RIP RAP CHECK DAM
8. CONTRACTOR TO ENSURE MATERIAL STOCKPILED ACROSS LOTS 18-32 TO BE �� tfs p p 7 days allowed
%A% J1 8. Inspect mulches after every rainfall to check for rill erosion and dislocation of materials.Where erosion is witnessed,apply additional mulch.Mulch should be applied to 100%soil coverage.If necessary
DONE SO IN A WAY THAT DOE N'T D ERSELY AFFECT LOTS SEPTIC POTENTIAL `���, 0%A,C,! ,. ,'o,� anchor mulches by tacking with asphalt,netting or crimping with a mulch anchoring tool.A disk with blades set nearly straight can be used as a mulch anchoring tool. Slopes 3:1 or 7-days for slopes greater
�,�.�� �35. ' flatter 14 days than 50 feet in length
O N STR U CTI O N SEQUENCE. ©� ,r I C REINFORCED SILT FENCE OUTLET (except for
Alt other areas None
t'`s m with slopes flatter perimeters and HQW
1 Obtain all necessary permits and plan approvals. ® _ = - °°°o than 4:1 14 days zones)
O O GRAVEL PIPE INLET PROTECTION
2 Preliminary staking and flagging for clearing. � � Z O00 •°Extensions oftirne may be approved by the pem,itting
F /,N� , `` :. `I* authority based on weather or other site-specific condi#ions
3 Pre-construction conference before work begins. . F ,,'ti'� �,.�
4 Grade and install gravel construction entrance. '.1, 4�' 10 I off•`` J� JA. that make compliance impracticable."{Section II.B{2 b))
5 Install Temporary Skimmer Sediment Basins and Diversion Berms necessary for the site. ���,ait%®�� ` "Ff_ M 1\ ,¢ '- I � r" f' / i , ,} ,f` r"' „w `' , - �.-_ ^"- " \a,
6 Start clearin and rubbin i ;;t � 1; � \ " � ; \ \ � �_ � � / ,"`' �w....�„,,=M � � \�w� � ___ ��.w.w � "
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7 Install silt fences as clearing and grubbing continues. ,3 -, _ _ � ` I -,\�, \ \i ' . 111 i " ; 1 `, t ` t 1,,` "`"// fi� ` /, � _� ~ � ti \
r -# _ '0 ••! \. •�,. d+F , i : F`> ."' §. .f"'-b...«d "@ P"`w...., a•...,.,-1 M " _ ,_ \
a :..^'". j 1- ,�'1::, �': w j :'£ ? : € F'4 ;, I\ # : i, .t/ g ,r`` � w}I <<',.>' '",-"' -,-1 "\.."�„ fF >; -_ f f -.`"\ CONSTRUCTION NOTES:
8 Grading of streets and side ditches to subgrade. _ . _ - ' �- ,, _" . ' > I I f S �` s`` / / A- � �_, � w e "1
-\ \,"_ -^. � f 1 "^-•. - ,\\�, <$ 1 \ _ I '; { k \ _� , _, � 1 � ) k \ ( e }. t` ��,". � Y," w, �� �� ".�� � � 1. ALL OUTLET SWALES TO BE GRADED WITH SIDE SLOPES AT 3:1 MAX TO TIE IN.
".
_ / \, . , F = € 1 I : } 1 1 r " _ 1M` 756..^17 S , 2. ALL OUTLET SWALES TO RECEIVE GRASSING&TURF MATTING FOR PERMANENT
9 Install storm draina e cul erts at all crossin locations.
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1 Install rock pipe Inlet protection, complete storm construction. . �,,,f f\-: € wm I))I ' EDGE OF DELINEATED f F i f _ '"''4•�"1 AC - . / ,
\�- i �." _; _ ; f € /' ^ " .t 3. ALL OUTLET SWALES TO RECEIVE RIP RAP OUTLET APRON PROTECTION PER
i- " ./ � ' `/F f �` ) ) t ( i 190 22 1 '"SF \J` `gym \ i € CHART'S GUIDANCE.
1 Install rir'�-ra af''�rons at outlets. __ -\ f �" _; '`> WETLANDS (TYP.) DO ,I • "-
1 Install water line and services. \ :; _ -\t _ i \ � if �I ,` _ ) NOT DISTURB WETLANDS I � j, �.37" ACr� "� ;�
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1 Install under round electric. �, \\ \\ \ `` '"f:� _ '`\ s I' °`"
g i \ is SFr w 'b _ ,".�` I`i\4`# 1 t { € 3 f'` ' ['' _ 1 _` j _ € _ -� }r �f EX.GROUND
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1 Finish all rough grading, etc. fl �k „ ` : .� _ EDGE OF DELINEATED . . / l � I ,�, i i 'r > t ) J i IF'; `. I _ < - ~ TYP. \ I
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1 Finish sand-cla base and fine rade. _ I \�_° " ;�' ( ) 7,_, , € - e' W ,� ( ) �'"' - •
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{ LIMITS OF CONSTRUCTION
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1 Pave project. S
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1 Fine grade areas that will receive grass, easements, etc. _'f., :�.' \ (I\\ _'� "`r rt I t , � f I r ,j , i \ , it \ 24 4 " , ;2
/ ` � ? - w.: t � I 1 f ; _ t + \ t I' -- - 3'BOTTOM WIDTH OF SWALE
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1 Permanent) rass, mulch, and stabilize an disturbed areas. - \, <` '\F\ ) f �'/„ , i
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1 Ins ection and final acce tance letters. ;" :\ f" t � TYPICAL 3 WIDE OUTLET SWALE
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2 Remove all tem orar erosion control measures with concurrence of NCDEQ and the final orfion ` ` �:M. F �� +
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of the outlet swales can be raded and stabilized er lans. \ F=> / } L, 1 ) �^
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2 Ensure that all side ditches & outlet swales are ermanent) stabilized/ rased & free o �ee.rt .f'` E ` , i FENCE OUTLET TYP. _ :.,y t , LIMITS OF CONSTRUCTION \ \ \
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\\ `M�, ' \ ' \ I . ; ' ( i, C �`"\ + KINGSBURY RIDGE 1333 Morganton Road, Suite 201 License
;y �> A25 AQRES _ ' Fayetteville, North Carolina 28305 C-0887
ELLIOT BRIDGE ROAD - FAYETTEVILLE, NC P. [phone] F. [phone]
GRAPHIC SCALE TOWNSHIP: CARVERS CREEK COUNTY: CUMBERLAND www.LKandA.com
60 0 30 60 120
- i WETL/�NDS STATE- NORTH CAROLINA DATE: 10/31/2022 suRvEYED Br: LKA FIELD BOOK: N/A
' - i AREA scALE: AS NOTED DRAWN eY: LKA FILE REF. P\P21-017
1 INCH = 60 FEET I _ I PROPERTY OF: KINGSBURY RIDGE, LLC.
I - I CHECKED & CLOSURE BY: LKA
L------_J DRAWING NO.
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