NCC240728_Site Plan or Location Map_20240319

CONSTRUCTION SCHEDULE ��\/ \ \ •
9 wOy I.Tbuw all necessarya Ira approvals.Erosion as.sediment Cmaol &S and a Certificate of Covers \ \ ,/ /Perri"m P PPmva [E C)permit Coverage II\
�ytt
plan m most be kept on ed silo proreanylmd disturbing activities aninceocwr.Acapy in the MSC permit,Me COC ands hard copy of the /
plenmustbekepronstm,prefemblyinapennitsbox,andeccessibledudxginspection. \1 �S /
2.Install gravel construction entrances rust,then silt fences,reinforced silt fence
outlets aeew ing wattles. SODDING ���� / 1
and
m A S.Beg3. in
o�tw grading
and patios.cavation u'R unactivitie6..bing any necessary areas on ihe l00 as they are atvted temporary or permanent �� oo auVa.nits xEo I\ / � S \} �j/\ \\ / 1
p J5➢' 6.Finish all rough grading d house construction.All arms not disturbed for 7 days needs w have teen >
ES
''''''R.
g{oundcover installed.
, \
my� �4 7.Begin drive \
gyp. B.Begin free grading of lot messMEM �j / \
Oy. 4 t 9.Fimlp{assin&mulching and smbil¢ing of lot.Inmost cases this will involve We vumllation of sod mthe lot.The silt fmce will M�� TOOL FOR 111CKING DOWN TNE
ENOS MO rwMMIHe PIECES.
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�, in place until the lot M sodded or grassing E stabilized and lakes hold /\
Q 10.The contractor shall conduct self-inspection of the erosion and sedimentation control measures and complete the following • \ 7 / \\ \\\ /
combined sel6w°pection form found w the DENIER websit° ,B - /j \\
ahtlps://w '.de9 .B /bo t/A s/ 1 d d / water PmBnim/rrptles corsmtmon-progam. MATCHEp
Twelve Ns f pl p f tell be keptd available f inspection at all times It is recommended mei / L. \\ a \\ \
(7
SITE1, copy bkp p b G.S. J 8throughGS 113A 37 Sec ISA NCAC 0 A0101 through IBA7 \ -\
NCAC oaE osa General es r c Activities." VA CP n A V ��\
1kY1 yN II.Self-inspections f d-d s' I be performedarinstonce every seven calendar days and \
l� 'd p� within 24 h f very f h M1 Any needed pa hall be made immediately to maintain meamres as Ai t ^ \ /O \ \ \
2 designed All ESC measureshall be maintained specified the construction details on this plan A rein gauge shall be installed /' / \\ VJj
P at the project sin form
P`"`"s 12.mepemnn and snare acceptance When n Plate.the Perm uses shall contact D6MLRmnmae out the E&se :. / - \ \ \, i \\
Plan.Alta DEM.informs the permittee tN project1 out,via inspection report,the petmittee shall visit _ (- I \\ \\
'deg..goy/N.01'rosubmit an electronic Notice of lenmlmtron(e NOT)A$120 annual general nem.fee will be charged IIIII: Ill NyIJIH�,Yh}l AN♦1.WA: \ \\ \
until Nee NOT has been filled out. illrall 'NN 1 'dM1+XINII IN
10HNBONMILRO„o i u� 9,.au VA I vv
GROUND STABILIZATION wnHTHaaoIL T T° �.AS`" s" MOW WREN Tile SOD 15
1XF° \ I I \ \ \ 7 \ ~-
SITE AREA STABILIZATION con nix APPEARANCE OF GOOD SOD wa
VICINITY MAP DESCRIPTION TIME FRAME EXCEPTIONS \ \ \ \ \\
N.T.S. PERIMETER DIKES, 7 DAYS NONE \ \ 1 I 1 \�\
SWAG S, DITCHES ., \ I 1 I I I 1 \ \\
&SLOPES °�'�"°'am. I I I I \ \
HIGH QUALITY 7 DAYS NONE earns I 1 _� MOONSTONE PARTNERS,LLC
WATER ZONES °'r°°'"`" oe 14
SLOPES(STEEPER 7 DAYS IF SLOPES ARE K"."aamM. 1 I 1 ) I I \ \ \ �� \ \\\ (FUTURE DEVELOPMENT)
THAN 3:1 10'OR LESS IN /I / /
A SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY r I \\'‘
\ 6
NCGS 113A-54.1•IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR LENGTH AND ARE General Erosion Control Notes
COMPLETED AS AN EXCEL SPREADSHEET. NOT STEEPER
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN 2:1, 14 // / I / /
EROSION AND DAYS ARE 1.Only the areas shown shall be disturbed. / 1
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A 2.All disturbed areas shall be grassed and \ J
ALLOWED as possible and maintained /
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. .3 f
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, FLATTER SLOPES GREATER �V / \ //�---
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, THAN 50'IN / / I \ a 1 . \ r
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION LENGTH \ i / 93 \ /CONTROL PLAN." ALL OTHER AREAS 14 DAYS NONE(EXCEPT ( ( 1 •
'STQ� i
WITH SLOPES FOR PERIMETERS \ fV"FLATTER THAN 4:1 AND HQW ZONES) // \ r. 1 *4' 111%
v^ y 74/� 5'
DATE: -PAGE: 1 1 \ \ /// \\ 7
-I S S / at0 -I B S /MottleNOT _ DATE: PAGE I \ '\ 111.
FLOW_ ` II....=.0 II�L - far / \ \ mNE\
12"Mn�I 2-.Z..i, t Mn'I ` IIs 2. - - pent I \ pAR
OKPB 1438 PG 054TNER5,LLC
■ 6lakes stakes s. i::Evame(slshm rasa paradm ` \ \\ \ \ \ \\ 6 90 \ / sane PG Dim
of 10 feat beyond the toe of a IMM- \ 4,1173 ,
\ (FUTURE DEVELOPMENT)
SECTION SECTION
asee a"et(u'e�e o u u . % I I ;71 e % \ \ 72 \
land m.)aroua be usmeos ea N sroe to ¶ Iimp �� \ \ \ \ \ \ O
a, `. R 8, a octet en e 4 4 ll ll HOUSE �a Nous'S A'i i I A Oak or other durable hardwood mak.with a 2 \
11) III) Inch x 2 Inch cross aectlon should be driven
H A \ \ A `\ ,,..., V 9� -\
MP ,_. ..,
u \
vertically plumb,trough the center°free eft
socktwattle.Stakes.ould be placed et a
„„„, ,._. Li
,4,4 6, _ LL L ,L.! _I
Tren Ne,tmmi..Marvel of Pnee'n,uesimurn;4mahnterval IAlWAY Ay -ROA.rrAY 76 \ 100 /
or Com s nd a Min. I1rrI 'AVLOGE of cuae 1 \ , CONSTR r°,
Wood l/2 height
g 9rou S u'`CURB INLET AV Notes: Av a 0 \\ \ \ . \ ENTRANCE of passible when 1.If needed,Tree Protection fendng should be installed along the buffer zone,wetland \ \ 7 \
UNTRENCHED INSTALLATION `a1Ne`s bounds Nor around protected trees,providing radius of at least 1.25 feet for each \1 NE VI \F" C'STRUCT•N \
v.,m.,,v,..v.®.n.vw..v.,vw..a�.....,u,.,v boundary P 9are aROOK GE
old, a ea g °aeveMs. LEGEND inch of trunk diameter. \1I MASTER\ASB C,IATI INC. LIMITS ,-.. 79
ISOMETRIC VIEW 2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on 1 1 \ TRACT ONE O \ 101
t' °w" DIRECTION @ schematic/diagram and Feld adjusted,if necessary,for placement at low points.If lots are ta38,�,8^v^6,2 \ SIL P.)ENa\ ONSTRUCTION \
each .or greater ra.II.Remove i )
contiguous and have different land owners Or builtle5,each lot should have intlivitlual5ilt 173•"'v"'T N 69 E \\ E TRANCE
0
mutre or Compost h oat minAL now RATES as -'- Fences. \ \ \REINFORCED TILE.,.;, 1 \ \
nr untrenched Sake dad m osts I (worm)(sp 0)(soon) Shen) 2 aims muMberepacedf dogged or ENTRANCE IY 3.Install required Silt Fe within 10feet of property line to ensure there's no con6dwth 1\ pILTF CE ��\ �j•,�•� ��
L N as us CONSTRUCTION septic ystem.It oisthe esponsbrtyof the bolderto ensure the'nstauafnnOfsemment \ \ \ \ \o� ,` p` >:"` \ \ 80 102 M l
control measures does...nand the septic be installed
and repair area(sl. I\ SILT F'•C�'
shearF Flow--re.
Silt Sock/N avm(axj (rent(m rent t`MO taw Lew 2. ° CURB INLET 4.At Construction Entrance/Exit to be installed I[ I ( \ \ \ \ .w, w\: aa$(TF- \ . \ \ wI Q
Wattle ( ) ( s ) ( m) a per o \ ' ; \ I O R
Hyeav n. 64. Plane.if damaged or deladgeri. 5.Waste bins and other areas dedicated for managing building material waste shall be at \ WA E
d ,/R a / / raj %a compete ° least 50 feet away from storm drain inlets or drainage ditches unless t can be shown that \ \ '� \\ \ p\\p\\� '\ Z
(sa (tat (tea (eat (a7a h bee d o other alternative exists.If the separation cannot be achieved these areas must be \ \L✓-+�
rn..0 h B /m/ml /m/ml /m/m) M.P. /m/m) i6 np F 1B contained behind Silt Fence. \ REINFORCED A
8.Inlets downstream of disturbances should be protected;streets should be swept when $ILT F CE �{f
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION \\� ��� bUTLE 67 \ `�,,((t
�_____ Details
from the construction activity is present. \ STRU,TION\ r^ \
..\NC-Environmenlol.jpeq ].Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are \ \ LIMIT l' % 82 \
provided on additional sheets.Erosion and sediment control details are not drawn to scale.
DATE •s Max.
wire Fence\�-Filter Fabric PAGE: TYPICAL LOT LAYOUT WITH CURB AND GUTTER \\ `\ \ \ \ \ \ \\ \ 84
strength fend.. re, PI I l \\ \ \
smel Pod 6'Max.Extra a nc withoutw Wire Fence �Wir BodckfCill trench DATE: PAGE: \ ,/Rs \ 83 ��/
(� reta 1 Steel Post ---
thoroughly Upaape \ \ \ lr� \ / //
Pw�a`te� VI. t ,a �n .lv A �� 65 �� A�
4
t Bin. P��a / ' � 1 ` \\ 6\ \ v1 \'Y L,O \ 56
the tren.
1 Filter Fabric g 1 e T F try m°hv� 1 1 1 \ \ 57 \ \
1. ConStUCI the Na�egaAae ROBB6ECTON w / ( \ 1 \ 62 • I
2.Ensure that Mesediment
of the teaamacientto strength
:N �ehea'mt above h a (Higher... , I \ , / \
volumesmay impound of waroraugldeMro uuaefra uretoithe swdure) I /
3 necessary,
Ne ter fabric from a rely..MeMerck.sent asull cut to Me length of thebonier to ppe / -I mom. 1 I I I I I / \ \ \ \ \
reraatenNefM,dnNmraraanpmrtnat N4raninnin _ r T 1 \ 6
4. t.then tabfic on the
Nppo e wire standard filter kUnc by bottom of Nwue mesh rearmed eewray to the up wire wetb tend n Malnten°nso airs inInlediately. I', I-•w-y a Mn $WO I r I 1 /
5 Whena wire mesh kneelde Of Me fenCe pat.Wire Or els used spak Sip tleS ce posts uld maximumuM 50 pound tenelle Strength. inch or greater rainfall.Make any of B feet apart.Supports should be driven a en. apuired e tear,decompose, / Y y-,, / J / J I I
'.w a"y 3� / I
ea 11 �1
securely
terrabdad, r pests.Wrearplaga„pheeaadldha amm,mdmaf�pon�WnNrosediment r Me t„'einecessaryPro°, e / �/ / l ` I I I I /
ng6.Extra fl trench
fence.Take retoavodundenn, gnnea g / / I I I
7.Excavate
me harderrcem Y inches wide and einmea P one p'ow line or nests end. 4,Remove all fencing materials and unstable s.mentdeposits Concoction: Maintenance: / \ \ I I
alter8.Place 12 inches of fabric side of the trench. and Psi..area to Dade and stahiree it the contributing 1.Clear the entrance and exit area or all vegetation,roots,and other objectionable 1.Per NCG-01 inspect at least once a week and after each 1 inch or I\\\ /
9.Saddle the sou placed ove'r Nefil amriabncaM canpett ThorouOh comDon of the backAlNs drainage red has be properly stabilized. material end properly grade it. greater rainfall;make any required repairs immediately. / / / /////��' • I I
trench
a eerformance. 2.Place the gravel to the specific grade and dimensions shown on the plans,and 2.Maintain the gravel pad in a condition to prevent mud or sediment / // / 1\ ' I I
10.Do not attach aaerkbncme:6ting trees. smooth It from leaving the construction site.This may require periodic /// \ \ I I I I I I /
3.Provide drainage to carry water to a sediment trap or other suitable outlet ropdressing with 2 inch stone. /
.\NC-EnvirqI� entol.jpeg 4.Usegeotextlle fabrics in order to improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled,washed or / // / // \ \"....
j / I I I I I I ' I
J m SILT FENCE subject to seepage or high water table. tracked onto public roadways. ////// �/ / / / / I I I /
CONSTRUCTION ENTRANCE/EXIT I I J
DATE PAGE: •/\/ /-// \ 'l /l / // I I I I I I PAGE 1 of 2
MIN. _ �BILTFENOE
+ TOTAL DISTURBED ACREAGE: 0.40 ACRES
T L .11111111.11111111.111111il MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION LOT ERosloN coNTROL PLAN
T_ LOTS- 68 & 69
General-All measures will be inspected and corrections made after runoff producingrainfalls,or at(east onceper week minimum.The builder will insure that the construction activities on anyarticular lot do not adverse) affect anyof the installed erosion control measures.If lot construction dictates,measures will be
P y BROOKST ONE VILLAGE
THE wnsHED STii
I �- 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 - I - Gravel Construction Entrance-The gravel pad should remain in a condition to prevent mud or sediment from leaving the constmction site.This may require periodic topdressing with 2-inch stone.After each rainfall,inspect any structure used to imp sediment and clean it out as necessary. Immediately remove all PHASE ONE
objectionable materials spilled,washed,or tracked onto public roadways.
................._ - FOR
HARDWARE CLOTHFRONT 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
wIRE FENCE .._...._...._...
� RY WIRE FENCE,
rloro 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 aleanoat operations. CAV I N E S S & CAT E S BUILDING
STEEL
WOO STONE _ FENCE
CLOTH IN TRENCH 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 AND DEVELOPMENT CO.
zsT� caouxD ry
INTO
sou cI"aouxD AND HARDWARE 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.
NOTES: McLAUCHLIN TOWNSHIP HOKE COUNTY
1.Hardware cloth and gravel should overlay the silt fence at least 12
^re Grassingand Mulching-The area to receive grassingand mulching should beproperlyfertilized and limed as necessaryas an initial stepin soil preparation. Once the grassinghas beenplaced,the area should be maintained as needed to insure that all areas are germinating An bare areas should beo inches. 9 9 p p ySCALE: 1"=100' FEBRUARY 2024
oa 2.Stone outlets fieldshouldcnd 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 ofa permanent grass,then a temporary grassing should be used until the growing season permits the use ofapermanent grass. GRAPHIC SCALE
and based on field conditions.
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 eh OF UPPER EDOE 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.
HARDWARE CLOTH FILTER FABRIC IN TRENCH greater rainfall event.Complete any required repairs immediately.
2.Freshen stone when sediment accumulation exceeds 6 inches.
3.Keep mesh free of debris to provide adequate now. 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 half of stone outlet is covered. fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage area has been property stabilized. ( IN FEET )
q""en 1N)beg 5.Replace stone as needed to facilitate de-watering. t inch = 100 fit.
Tt SILT FENCE OUTLET MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
NC-Envir
PHONE[phone] FAX[phone] LICENSE 8F-0106
LAST SAVED:2/22/2024 6:03 AM LAST PLOTTED:2/22/2024 7:34 AM PLOTTED BY.Dennis Gilbert FILENAME:G\CURRENT JOBS\CAMNESS AND CATES DEVELOPMENT INC\23-2017-01 MOONSTONE VILLAGE-EC\PLANS\BROOKSTONEEC-LOTNbBACUOW.