NCC250511_Site Plan or Location Map_20250217

�//�� //+ l � �� / � 111( 111f „III1I I / t ' / '- � l \ \
�o / � � � i
IIIIII // i / � � \/ \ \ \ / / / TH PRO WN AND- EOUINTSII I I I I I I I / / 7---7..
/ / �� _
1 1 (-----
\WATERS 1\1\I`\ 1\11\1\1\ / (N.,
%
/ / I \ � II � lNATERSHEDSSHOU D BE FOL OWED )i) II' \ \\\\ ,\,\I` ( ( \\ � / l ` j / /� � \
SITE // / 1 � �� � \ � + � � 1 \\\ � � / � , \ — � ���► �LfosQa / // // J 49 I I I I 1 1 ` ' - y- - - -I- .� -
DTr; , N9A \ j / / I IIlI1 � \ � ; / - �
Ifs ( � �� _i � � � / / 11I / f I i ��� �J � �
���-\ I p$ �i �� , i 1 1 1 / IIII I 1 ��
1 I � / �/ i(ir y ‘-.. I �II � ���( '1 '/i ) �, _ � , ,
VICINITY MAP 4-� I IH
/// / 17) / IIII \ 1I11I ( � � j / /( / // -- ------- ---I �_ � � � �N
N.T.S. /////�/ /47 / 51 j I 1 \ \ \ I // �j�i/(7((//7 — —� / —
/�/jiii / � � � 52 \ \\ \\\ \\ \ � � 1 1 \ /// 69 — �
NCGSLF-INSPECTION AVAIOABLE FOR LAND
USE.DISTURBING
BE ACTIVITY
ATEDREQUIRED
BY D OR / / / / / / // `�' —_ �: \ \ \\\\\ \ \\\\I\�\ -��../. ..........
--`- - - - - - \ �I I I i� I/ /� \ ----1----)--- 1 1
COMPLETED AS AN EXCEL SPREADSHEET. \ j / / / /6/ ...,_\
\ \1 '/ . \-I-I. I I I I I I 1
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED ra / / Py 53 \\ \ \\` \\` \\- - - \ - i .
I �.
EROSION AND
SEDIMENTATION CONTROL PLAN THAT IS KEPT....DOCUMENTATION
THE PROJECT SITE.RULE 15A MQ / \\/ / / / / // A i1'�m \ \ \ \� / �/ J I I I I I I I S7 _ \
APPROVED ERIOSION 31 STATES
SEDIMENTATIONM CONTROL PLAN LORE RYCCOMPLETING,SHED BY ��, ` V / / / / '� J I \ 1` \\ �� �- -/ I I ' I I I I I \\
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE I J. 2 1 _
DATING
PRACTICE NORSDEVICE SHOWN PONTI�E APPROVED EROSION ROSION AND SEDAMENTATION / / / / G, / \ \\` I�" \\ - - - - - - -r- -� -I I I I I I I \\
CONTROL PLAN.' / / 45/ / 1A \ 1 \\ - --`� ^�. h' ��� J ) I Iib il I I I I
\ 1// / o' / / /\ / \\\ \\ \� . . ` • . f) / I 1 I II �// \
• / Y \
/ G�aP4 / /\ 55 \ \ \ T_ �.�. \ I r 72
DATE: PAGE: / //_p /
FLowz.. •3'.I Silt Sack/
Area.lreWattle r a.I Silt Sock/Area t wattle N rotecton , / /// /W / '� /44 / / \ \\ \\ ` �� �y I / �-- ry°� 9/.9 16 I r'�
M1
o Other materials e equivalent l
_ n inn . mtare // ;/ / / / ( \ \\ \�9\ �p / / 63= __ // / ��
SECTION Stokes 12 11 s 2 (a.a minimum of 10 feet bbe installed parallel to eye(s)located below
ond / r... 43 kc / \ 56 I \ ` \ �� ��I�/ // / f\ / ry — — ( 73
—
sEcrloNgraope.net areas shout] I.ated at the ends of he edge of I. __ ' /\1 ` �\ _ \/ / /40'DRAI EEAS
soland ck/wattle(s)snobua slightly urabpe.at I 1
off from
64
Ma«. q.M Isoc 0. Oak or rdura y odsarae v \—J I 42 G� \ _ ' / / \ `\ / / Asa I El'-
W W Inch x 21n.cross sect.should.vedIcelly pl.,sock/wattle.Stakes a9na ee wawa„,ftlts intsilerval
----.--Ni \ \S� ; �A C 5� / ------
\/) V A �� of/
/ (5'
Wood Mulch or Com st Tground 4"Min of 8 feet if the sin soaawamaia placearaw..interval of 0 feet or a uina anon -' / I .i�'O ENTRAECONS'TRUCTI\ — _ faf„ I (/ \ O /
o,/2 ALLAt of l09 a. mnPaaement)when rvel \ yyyVV1 \ \ \ l I I /74
NTRErvcHED INSTALLATION «fan;�:° d an,.wm.a µa w > ` \ /
ISOMETRIC VIEW concrete leblocksline 40'DRAINA FFgGEry1ENT -2-----------
el
..�st=�c.,�....,.....onfco„w.,,a.s.-...,.ee,..e,:. sock/wattle noanin place canon events. / \� \ \ ::•'\ \ \ I /
1.MAINlN "E:p.t silt sock/wattle at least weeldy and alter \ r °. � , - - - - ` - - —1- - \ — 1-20.
- - - - -I 1coMPosr 2 j'u i iLI1EFENT UTILITY EASEM T
Mulch Or aMpwt SOCK lNIaAL FLOW PATES d2 In. needed to allow bmentaan�a�,n a e"as `— / IT \ \ r,\\\, �40 / D y v�,/. �' 2a'urlLl
,w unmercnea •Pro.nma Deny oiamais �smjn s(wo.m)(�so m)(aoo.m) slum) 2. ama mu if oaa or \ 't \\;A SILTN \CONLMITSTIO 'N.'"........... / l / / 1�11Um Drive
EM
s. ccmee exwss / I `k FENCE
shear Flow--fee j
watt�ck/My<xm(azJ (issrm) WI 1i� 1k 'Fr laryo�a einerene�n..e \ I AlCQNSTRUCTION 1 / �S
Ie m (aosnm) (xe m) (soD m) Mrger k Area 0. Reinstall if d�amayea or...ed.are \ LIMITS (\\\\\11y\ n 20'S17JMYEANT / /-_f 120'IITIUTY EASEM T 1 —
m�ouyN me ,. 1. 1a n. as 5 Minswwcmtl anal lanatl / 3 y .J — — = it — — J_ L
ep(man yiin gpm�x gpmgn ylm vn h e elzea s \ \ : WATTLE —
vin) li im) v ire) v2ire) vim) re�nre wan r A / �w•„ \ _ / I I K TRACT
e a,umanw ie mnp�an n1 above EINFORCED u�a J
S TFENCE B
i_____ SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION \ / / \ \ TLET ••'�_-__ _ \37 — — f ' / / i
/ \
\ �� / \ 40 \‘‘,
\ I/
DATE: �� — /
PAGE: \ \ // �� \ 36 / / 35 _ _34� i / / / / \_. rrl
\\ ` \\ — F �iya / — J ' %3 \ \2 1 r31 / / 30
/ 29 28 \ 27 \ 26 25 24 23
\ REMAINDER OF \ / J
"A" "B'• •'C" D•' •'E" •'F .G. H _ \\ \ // -\ OJ A U ICS\Y LOT�OREFACN�31 \ \' / �� _
r� p=� \�/ HIS EC IS IN BL SUPPLY -�UNDISTURBED
/ I` / \
r� u u ! q p gl ) K! �' �' \ AT SHE (WSI AND AL EOUIREMENTS _ �- 13\ \ \ \ \
¶ b '6 T 'd iP \ ��\ \ ` REG Wj AT RSHE NGHENSDI BIV WED �z\ // ��_ �\�\\ \\\ \ ` (\\/ \ \
fi HOUS R JI HW fL HOUSE NOUS G HOUSES I
IHOUS HOUSE I - \ Ep\\` �z26 \ �� \ \ \ ).----. ....., ,
Lti
RO _RO AY �Ro NAY �ROA AY M AY �ROA AY -
\ \
IIr EDCE.'... Notes: \\ 1\` �� _ If
��/ / �� \ THIS PROJ CT IS IN A PUBLIC SUPPLV
\ \
I-CURB INLET 1.If needed,Tree Protection fencing should be installed along the buffer zone,wetland • - - - - - \- - \ —� �j /\ �/` \ \ ATERSHED( S-IV)AND ALL REQUIREMENTS
boundary and/or around protected trees,providing a radius of at least 1.25 feet for each \ \\\ / / / �- I \ \\ \ REG DING SENSITIVE AREA S\
LEGEND inch of bunk diameter. \ I �- \\ i �/ / // �\ \ ` \ \ \ \ \ \ WATERSH SSHOULD BE FOLLOWED
-—- 2.Ina a9 Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on ��\ _ 2 j \ \ \ \ \ \ \ \ \ \ \
FLOW DIRECTION ace matiGtliagram and geld adjusted,if necessary,for placement at low points.If lots are \ \
SILT FENCE
contiguous and have different land owners or builders.each lot should have individual Silt '� _ J\\
Fences. - - - �� /- \
SILT FENCE OUTLET ® 3.Install required Silt Fence within 10 feet of property line to ensure there is no conflict with
ENTRANCECONSTRUCTION septic system.It is the responsibility of the builder to ensure the installation of sediment • I j‘,...
\_ --------
/)/ / \- —_ / // /- \ \ \ \ \ \
cuae INLET control measures tices not impact the septic system and repair area(s). r � /// ---\ _ // / / // \ \ \ \
I
4.W least one Construction sdediatedEntrance/Exit is to be installed per lot ���/// / \ \ \
5.Waste bins and other areas dedicated inlets
for managing building material waste shall be at �/ / — �\ \
least 50 feet away from Sloan drain inlets or drainage ditches unless it can be shown that \ /— / / -� // / �j// �� 1 1 \ \
no other alternative exists.If this separation cannot be achieved,these areas must be •/,!_ _\ .„,.. ........./. _-� �// / I 1
\V
contained behind Silt F cents on asatl sedimentrn control details are drawn to stela. / / / •/ -r /-:-.---
/// ' /�/� / / ...."/
\
61etsdownstr ra disturbances /// / \ //7--/-7
// // / \ I I I I \
sediment from thea
..\NC-Environmenfol.jpeq ]Details for SiltF Silt nce0 tints Construction Entrances and other measures are • • • �� I 1
provided an tldt sheets.ErI 1 / /// / / ............ \ // / \ \ / f
------- -- TYPICAL LOT LAYOUT WITH CURB AND GUTTER ,
DATE PAGE: THIS PROJECT IS IN A PUBLIC SUPPLY
WATERSHED(WS-IV)AND ALL REQUIREMENTS
/ REGARDING SENSITIVE AREA PAGE 1 of 2
. WATERSHEDS SHOULD BE FOLLOWED
ab / ti(r TOTAL DISTURBED ACREAGE: 0.63 ACRES
.- LOT EROSION CONTROL PLAN
/
G 4 A MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION LOT 39
F�
KINGSBURY RIDGE
General-All measures will be inspected and corrections made after runoff roducin rainfalls or at least once per 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
wN°aae P P 9 P Y P Y Y
4 `404 . 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. FOR
41 ��,'- A 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
,•=- a " " " " " 'p"*-a, objectionable materials spilled,washed or tracked onto public roadways. A&G RESIDENTIAL L L C
a M 4+ �f - 4 �i\ p promptly. y sediment deposits that build up against the fence should be removed and disposed of properly to insure
\ eJ - r.G;07:16 y- -xy,�,� � 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 tl An
. (r i�, A 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.
- _ + !_ :�;�� CARVERS CREEK TOWNSHIP CUMBERLAND COUNTY
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 SCALE: 1"= 100' JANUARY 2025
Construction, Maintenance: 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
1.Clear the entrance and exit area of all vegetation,roots,and other objectionable 1.Per NCG-01 inspect at least once a week and after each 1 Inch or
material and properly grade It greater rainfall:make any required repairs immediately. 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
2.Place the gravel to me specific grade and dimensions shown on the plans,and 2.Maintain the gravel pad in a condition to prevent mud or sediment 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.
mood,it. from leaving the construction site.This may require periodic
3.Provide drainage to carry water to a sediment trap or other suitable outlet topdressing with 2 inch stone.
4.Use geotextile fabrics in order to improve stabilRy of the foundation in locations 3.Immediately remove all objectionable materials spilled washed or Wadies-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
subject to seepage or high water table. tracked onto public roadways. sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water. ( IN FEET )
CONSTRUCTION ENTRANCE I EXIT 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 h = 100 ft.
fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage area has been property stabilized. MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
PHONE[phone] FAX[phone] LICENSE#F-0106
LAST SAVED:1/9/2025 3:11 PM LAST PLOTTED:1/9/2023 3:16 PM PLOTTED BY.Dennis Gilbert FILENAME:c:\CURRENT JOBS\vuu RESIDENTIAL LLC\24-2555-02 KINGSBURYRIDGE-EC\PLANS\KINGSBURYEC-LOT39.DWc