HomeMy WebLinkAboutNCC240810_Site Plan or Location Map_20240321 :.Vv;�_ SITE / I / �/ // /// / // /// i
// J/ // / /// / ---� . �\ ' \\\ ////fli��_`.,`■, A, T�~> �S J1' t, , J� / // / / '/ / // �-/ / /� __ / / /// -_/ '� \� \����/ ---_ CONSTRUCTION SCHEDULE
i — / I.Obtain all necessary permits d plan E d Sediment Control(EffiSC)permit and a Certificate of Coverage
1 �C� �.'1L tlJt,�♦,�\`ry ,�'i'�,` • / / / / / ' / 7____:---
'/ / // _-__ - ; �_`-- _ on n.me cot and ropy me
1 S / / / _J �� construction entrances silt fences,reinforced silt fence
out�^ r♦ �`rT D� /rt \,`^ _- r"" I/� �/ / / / / / /// /// / / / / / u lots as r started.
FRI 11 I (COC)m b obtained before YI land disturbing AcoPY of the EffiSC Petro and co of 4.Begin Mt grading and excavation activities
\\ \ 2.In be conkep epreferablyes permits box, d accessible iltduringcinspecli
I \ \ \ \ \ Finstall ish dl 1
�A `•♦W }� �� \A,� '� ♦Yr` ♦I' �/� //// // / / (/ ' / (\/ r-,-\
\\ \\\ \\\ \\ \ \\\ �_` _--� 5.Fgian osllhdth hb gdhusecorewcvon All areas not di uNed for]da da to nave remI-.. -♦ ` / \ \ \ \ \ e grading vs nee temporary or cermanant
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;�~ �� \\ \ \ \ \ \ \ \ \\\� / l \ \ \ \ \ \ 1 \ \\ \ \� \ \ \ \\ \ \ \ \ \ \\ \ in'place 'I N 1 sodded grassing'stabilized d ink hold.
110b rFlrltl\ ♦,`\ -, ,• ♦ • ♦ I� / / Il l / \\ \ \ \\ \ \ \ \ \ \ \ O.Th on shall d If'pe of the d sedimentation conWlmeasg«and complete @e following
/ ^� / / `� \ \ \ 1 \ ` \ \ \ bind It' p« t fo d theEME b'
p tp o /'I / / / 1 \ 1 r I \ \ \ \ \ \ \ \ ntros i/www.aec /h fro ✓ g l and a nmces/stn / progam/npaes enmmrocaon program
'_ �5 .. • I/ N� �� , ' / / / \ 1 /\ \ I •
\ \ •\ \ \ \ ,- Twelve h f completeinspection f hall be kept on site ands available f -sye-nat all rim«.It is recommended
a ) ` / I \ copy be kept i perm b Refs G.S.113A 5.1 through G 5 I I3A 5]Sections 5 CAC 04,0101 through 15A
1, Lx•st , LAKE AUMAN {I`T1- " , '• /' / __ J I \ \ \� \ \ I ?5$e \ \ ) \ \ \ \ \ NCAC 04E,0504G 1 COo 000 DES for Construction
1 lily V+ . I�r�/ / / t \ \ I �./ I \ \ \ I \ \ u Selunsp e a a no-el measures are to b<p<rf a least calendar oars and
f ,•I BIN ♦� F°,•♦Olig / I \ t 2535R� I \ ) \ \ \ within 24 h f very vent ofineater than l inch Any needed repay shall be madeimmediately sin measures as
CO ���� Ala ylW�14 / / / ) \ \. I �CON$TRUCTON/ I \ / \ \\ \\ designed.All ESC nil be Fined as specified in the construction details on thisMan.A in gauge shall he installed'yG. iq M5 11., / 1 _ I / LIMITS \ 11at
/ / / \ 121ns1x<cnrol dfinal monitoring.
When the project is complem,the lxrmmees shall co DENIER to close out the R&9C
E�� <�QR 5f,s •�f '0f1lw�� 1 (IONE . I / // �— /� // A� — ��\ I A A / elan Aflm DEMLRIvforme Nc of toes oux via inspection
` ■r I2$17R Petmlweo Protects peetion report,the permitue shall visit
1, ♦ .A �y- I / / \ \ \ / / \ "aal.ncgovMCG01'msobmrt an elecnomc Notice o[tmminmeon(e-NOT).A512o annual general pomnt fee will be charges
. •, _I (�♦ ,�a,j{ ' - \\J / / — 1 I / J \ \ \ / / / / /\ uvtil:tie
a NOT hea been filled ovt.
F IITnI. '.� / / I. \ zs�s/ 1 r\\ �'�
a l P q\=Ji / /' / 1 I M.!an \ \ / / / /
- / / / Qj I I I I / ) N.
\\ / / / i A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY
r\ // / N ` / / /- NCGS 113A-54.1°IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR
VICINITY MAP / /// '7+ 2534 I I / / \ -J / 1 _ COMPLETED AS AN EXCEL SPREADSHEET.
(N.T.S.) / V \ y/ 1 I I I I / \,CONSTRUCTION ( \'\\ / 1 / AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED
iiiiiit
\ EROSION AND
//// // / // ti 111111 I LIMITS \ I ( SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A
y I IS 2584 \ \ \ NCAC 04B.0131 STATES THAT....DOCUMENTATION SHALL BE ACCOMPLISHED BY
I p`
251 \ INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE
SODDING /// // /// // — 1 I I 1 I� \ / \\ \\ \`— 1 \ \\ APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING,
l DATING AND SIGNING AN INSPECTION REPORT NAT LISTS EACH MEASURE,
/ ��2$33 1 1 1 \ \ / 1 \ \ \ \ \ PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION
/// / // / / 7� \ [�/ 1I ` \ \ \1 N 1 \ CONTROL PLAN.'
.w.w°..�.�.�„..�/ / / / / / \' 1 \ \ \ \ / I r \\\ i i I \` \\
7-- / / / ^ \ \\ \ \ ,�'-� t 258(1 I \\ —J A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS 113A-54.15S
sumac / / / // / // `\ \ \ \\\ 05 \\ 1 \ // \ \ — -- ) AVAILABLE FOR USE.
MIMI / / / / 2532\ \ a�519\ 03 \ 7 �\ The contractor shall conduct self-inspections of the erosion and sedimentation control measures
Mumrasa°w. n.. / // ,^� / \ \ \ \ \ U \ \ / ) \ and complete the following combined self-inspection form found on the DEMLR website
/ 1 / \ ( \ ` I ———— / h p:/w .d q.ve.govlabouVai Sian rnerg-minem- a l d-r«o tee/s om wa /eb mwat-rog m/p e-oneWgio-progam.
/ 1 ) \ l Twelve months of complete inspection forms shall be kept on site and available for inspection at
/ / (J ( \\ \ \ \ 1-y \\\ \ \ \ _ --�' all times.It is recommended a copy be kept in a permits box.(GS 113A-54.1(e) i5A NCAC
/ \ \ \ \ t \ -- - 04B.0131,NCG01 Part III Sections A and B)Self-inspections for erosion and sedimentation control
/ / \ \ 1 t \\\ \ \ \ \ \ \ \ - i measures are to be performed at least once every seven calendar days and within 24 hours of
/ /i►� \ \\ \\ \ \ \,, 2531 \ \ \ 1 ( 1 \ \ \258; \ \ \ \ \ \\ '-- every rain event of greater than 1 inch.Any needed repairs shall be made immediately to maintain
/ / \ \ \ \ J 1 \ \ \ \ \ ( measuresas designed.All ESC measures shall be maintained as specified in the construction
el ,.,,AJu .. . 'I I // / \\ \ \ ��i \\ ` `-�/ I I I 1 ; \ \ \ \ \\ \\ \ \\\ \ \ ---_ details on this plan.A rain gauge shall be installed at the protect site for monitoring.
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m_.R ;Po m°.moo ,°®_.., ( 1 1 1 �, \Layµ m..v.=.. / -_-
D SOD / / r \ \ \ \\ - 2530 \ / ) I I / I 25 1 I I \ \\ - DATE. PAGE:
APPEARANCE OF GOO / -
�I 'I °wra°ve.:
IIANOIIIII �J IIII IIIII�V .:,° // // \\\ \\ \\\ \\ \\ ---- \\�/ I �' / // / // / \ I \\\ // + _ - 4MN. - - FENCE PI J IL
m�°�"� vv� �/ /)� / // / I / //'v 0 / ) d' II II 1
— i / /
g3d \ \ � / I wAaHEaaT
42
�Z -- — /� \ \ '/// / / // / i/ 1 \��, HARDWARE CLOTH FRONT VIEW
\ / / / I aDRYwIREFENCE,
—_ / \ _81tefield L�i1e / / / \ I w H IN TRENCH
h 4d — ——— i / _ wAaHEaaTaNE I �zPoSOLIo�'R �� AND owE
.°"loin / \ \ \ \ _l / ( ( I oN caouNO NOTES:
IC
\ ah. 111Sii'....
__ - J / ::f.. I I.Hardware loth and gravel should overlay the slit fence at least 12
_.v �.. 1 / \ - Pk.. — 1 0,'::: I inches.
- / / _,.;;5. :.,°::; I 2.Stone outlets should be placed on low elevator areas of silt fence
•."•.avo `"'°'"^°"` top 8" _ \ Q�)•s. --\ J/ \ `_— I and based on field Conditions.
J �� '< `_—- / \ \ `\\ MAINTENANCE:
\\ \ / I \ \ 1\/ - o FURY s•of UPPER EDGE of 1.Per NOG-Ol inspect outlet at lest once a week and after each 1 inch or
cam. _.• / \ -- --—— / // / \ \ \ HARDWARE CLOTH FILTER FABRIC IN TRENCH greater rainfall event.Complete any required repairs immediately.
-`—` _—\ \ \ ` 2.Freshen stone when sediment accumulation exceeds 8 inches.
_ ryasI _ // ^ \` \ 3.Keep mesh free of debris to provide adequate flow.
d"I r — ` \ / \ \ SECTION VIEW 4.Remove sediment when half of stone outlet is covered.
li�� .�wc ' \ \ \ ..\NC-Envir Hip,
5.Replace stone as needed rofacilitate de-watering.
„s \ \ \ \ men SILT FENCE OUTLET
¢� "din" """""'„An� uY $\_ —� \\� \\ // \\ \\ �\ \� (l THI3PROJECT161NAPUBLICSUPPLV
,.�a,....m.•,am. \ N \ N / 1 \ \ ` \ WATERSHED(WS-II)AND ALL REQUIREMENTS
p____,,,
\ \ �_ \ "- / / \,-_ --J/ `\ \ \ \ \ \\\ \ \\ \"- REGARDING SENSITIVE AREA
\ 1 1 \ WATERSHEDS SHOULD BE FOLLOWED
a�n..«� ` \\ —� / / \\ \\ I \ `\ \ - THIS PROJECT IS IN A HIGHAUALITV
��� I O,\ \\\. 7 `—// \ \ / /'� \\ / I I \ WATER ZONE(HOW)AND ALL REQUIREMENTS
I\� .: 9'... 2312 \ vT i \ �� \ II I 1 1 \ REGARDING SENSITIVE AREA
�t �a _II:M. \\ ��\\` \ / _ i' �— ' �1\` N\\ \ \____—__ I I I I I \ ( \ '-- - WATERSHEDS SHOULD BE FOLLOWED
ovisions for penmanent ground cover
n ➢ I �� V 4 8.-12. h ". A V\ __ A I I I I V V ' Pursuant to(whichever a aha i I, npp�an 0teenam,csan
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S�Or2, JI 1 \ 'N \ \\ •
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GROUND STABILIZATION
el,' )) / ' I \ \ \ 1 \ �� i 1 1 1 I \ \ /' /
SITE AREA STABILIZATION EXCEPTIONS C4 +e/ \ \\ N.
\ __1 `_ / I \ \ / /' 1
DESCRIPTION TIME FRAME \ \\ \ \ — / I I I \ / //
PERIMETER DIKES, )OATS NONE �'
SWALES,DITCHES \ \ \ / /&SLOPES \ �_HIGH QUALM \`--/ / l 1 \ / /W ER ZONES 7 OATS NONE \\ \ �\ \ / / ^ // /(HQW) \ \ \ �` \ \ / / / ----
SLOPES STEEPER 7 OATS IF SLOPES ARE \ �// / /�/ \\ `/ / / / ---�1HAN 3:1 10'OR LEss INLENGTH AND ARE I 1NOT STEEPERlPrillirtfji '
THAN 2,1.14 I 7..-- --.'.3\\‘
\\\ )1 /�\ J /// /�\ \`��/ //// /�DAYS ARE41111i
\ PAGE 1 of 2
ALLOWED \ A / / / / // /
SLOPES 3,OR 7 DAYS 7 DAYS FOR I \ 1
FLATTER SLOPES GREATER / � \ \ / I r / \�— / /
THAN 50'IN
LENGTH I I TOTAL DISTURBED ACREAGE:0.53 ACRES
ALL OTHER AREAS 7 DAYS NONE(EXCEPT \ \ I \ / / — / /
WITH SLOPES FOR PERIMETERS \ I /
FLATTER THAN 4:1 AND How ZONES) ) \ I r \ \ / II ) / LOT EROSION CONTROL PLAN
/� / / 1 \� A�v��i /� ( / IN THE
/ I \.� ��i�' I r� SEVEN LAKES COUNTRY CLUB
—�J
Pursuant to G.S.113A(3),provisions far permanent ground cover / \ // . - 1 ` / / I
sufficient to restrain erosion must be accomplished for all / ___ _ l / I CAMBRIDGE SECTION—LOT 2585
disturbed areas within 14 working days or 60 calendar days N // // // -� / \ / / /
(whichever is shorter)following completion of construction. / �/ ^ \ // // // \�� II /> \\ f / FOR
111, // // ;/ ///' \�—���'/ I ( 1 i // ONSITE HOMES, LLC
General Erosion Control Notes �i /�� /' /� J /
^ ` / — —�//� MINERAL SPRINGS TOWNSHIP MOORE COUNTY,N.C.
1.Only the areas shown shall be disturbed. \ / / / �\ \���' ( / / I / Lam/ -___- __, /---� SCALE:T'=120' JANUARY 2024
2.Temporary ground stabilization is required within 7 days on all \ / / / N N / /// l t / / / —
areas. GRAPHIC SCALE
120 0 60 120 240 480
ENGINEERSmER L,
1,
PLANNERS ( IN FEET)
1 inch= 120 ft.
SURVEYORS MOORMAN,KIZER&REITZEL,INC. 115 BROADFOOT AVE. FAYETTEVILLE,N.C.28305
MOORMAN, KIZER & REITZEL, INC. PHONE(910)484-5191 FAX(910)484-0388 LICENSE#:F-0106
LASr S<VE0:1%/024 12:19 PM LASr PLOTm£a:2/1/2024 11:10 AM PLOTTED Or.Dens GJbert FILENAME:G:\CURRENT JOBS\H&H ON-SITE HOMES\15-2J24-01 SEVEN LAKES W-EC\PLANS\SE✓E5 LAKES WEST EC-LOT 2585.0WG