NCC241146_Site Plan or Location Map (2)_20240507

,F CONSTRUCTION SCHEDULE /, /� - -�/ \l L� // // / / / / / //moo��/0�
�/ I.Obtain all necessary permits end plan approvals.Erosion and Sediment Control(EffiSC)perms and a Certificate of //�i/ - ��\ I -,`- _ _/ L / ( , //--/
�' Coverage(COL)must be chained before any laud disturbing activities occur.A espy of Me E&SC permit,Me COC and a / ____ //
® hard copy of the plan must be kept on site,preferably inapermits box,erW accessible daring inspection. �Jl.\ \ //�/� r /�
,,v ° �¢ 5o z.1ma11gmvel<pnatm<rpn<ntmn«a fire men silt fences,reinforced silt <e / /� �! �� _\ �_-\ �- / /JT4/
!!---(C outlets and wmtles. / �/� `�___} / ��� / - a%/o// /
0 SRti20°40 wZ- s�N`` 3.Hui.clearing and grubbing any necessary areas on Me lots as they are start. / j// �� / /��� �� / RU ON��
`px'� HA8R1R0� w - v� 4.Beg.an or
grading and excavation activities / / �/ \ / ////// _ / LIMITS
o-c • sag continue with house construction activities.
5p °�eoNO G 6.Finish all rough grading and house construction.All areas not disnvbed for r days needs to have temporary or permanent / / // I// `-, '\) / �` / RON�N�ER OF
I gonnaave,installed. / /i �\ / - / JI / fo REMAN \ T
.1 �E tit: EMOM wtUt-U0; > ,E 7.Install driveways,walks and patios. / // ���i� // / ( / G%o/� 'OCHsmE/ // �1NDISTURBED \
�� BPPSR a o a^MaO,-NO s.Final me grading error acne // / �_J / O / 0 / / \
f . o V W- 9.Final grassing,mulching and stabilizing of lot In most cases this will involve Me installation of sad on Me lot.The silt / /// / I //G/ J
♦ ,, O ���� Imce will remain in place until Me lot is sodded or grassing is stabilized and takes bold. / / / / / / /G/ / /
le i 9O$ ,,``MTV 401 IO.Tvc contractor shall conduct self-impatiens of Me erosion and sedimentation control measures and complete Me fallowing / // / _ /'j / < /% / /
ag,rca ��$ , GvGO - combined self-inspection form towdon the DEMLRwebsim /� / / / .� ///, i /
112' r pD0.0 �f h Nwww.deq.ncgov/about/aivismnalenergy-mineral-aria-land-resomceslatormwatedammrwater-progaMnpdea- / J / / / // / // -J /
H ' ° Rim y Iva months f<ompinm insyenron forma shall bake';an site and available for imv«tins at an times.a is // / -��// /- // / / °� f--_'/� // / /
•
��1 IT �di recommended a copy be kept in a permits box.Ref.G.S.13A-54.1 through G.S.Iion Activities.
15A NCAC 04,0101 // / J I / ^Z / \ / I -0-
/ / C / // /// /
1 �.g pow through l5w rvewc 04F.0504 eel Permit rvcc ol0000 Neoesfor conatro< if .� / _ / -----,
l -- / \ / /�.\J ////�7
S I I.Self-inspections for erosion and sedimentation control measures are to be performed at least once every seven calendar days / / / / /
t��}N��� ,^,p� r 0 g. F..., $ and within 24 hours of every rainevent of greater Man l inch.Any needed repairs shall be made immediately to / / --/ / // ,
A1>° r" V a9a k measures as designed.All ESCm es shall be m ned as specified in Me construction deter s on this plan. rain / I // / / // �/ t�
GO J V 6p F/ y' gauge shall be instaredat the project measures
for monitoring. m� main 0 I / / ' _ / l / / / /\ // /
JMg \\\ ( _ } 12.Inspection and final acceptance letters.when the project is complete,the permrttees shall contact OEMLR to close out the
( �/ \`// // / �� /Ja / // /
off' GO EffiSC Plan.After DEMLR informs Me perminm of the'redact dose out via inspection report,Me pemrittac shall visit ) , J ?�./� // r-J / , / /
Zti G 8 �� - I, "daq.ncgovMCG01"to submit an etavovlc Norse oftermwadov(a-NOT).A$120 annual general permit fee will be 1 (/ INFLoo02°NE
r` charged until the e-NOT has been filled out / � i��/ / / � // // 0,/: /
"v ° ,ate,* ' r / \/ / / / J'C
S GROUND STABILIZATION /� _ G� �/ -�,' \ J/ ( / /'�' / /
\ SITE AREA STABILIZATION EXCEPTIONS f�� / poAomsmE/ \�� /J / / ��oo/�
-v4�% - DESCRIPTION TIME FRAME r (/ r / ( /
��� PERIMETER DIKES, 7 DAYS NONE /1 `J J / / /
SWALES, DITCHES r D1 // // J 3 / / // ' /' /
&SLOPES \ /�) /�� / / C/// / /�/�9// ,� //
HIGH QUALITY 7 DAYS NONE 1 / // / / _J/ / //� `- /\ //
WATER ZONES II � l� / / / - / _�i l� \ �/ //
(HOW) V --�� / / �f / / fo/ /, `�) 1 !�_//
SLOPES STEEPER 7 DAYS IF SLOPES ARE , /? fJ / / / /�� / /�� //
THAN 3:1 10'OR LESS IN ( /_ //�- �/ / / /
A"SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY ) / i // i p / / //
NCGS 113A-54.1`IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR LENGTH AND ARE J ,- L ) / / / i �I-�g 7 '/ �/
COMPLETED AS AN EXCEL SPREADSHEET. NOT STEEPER / i 0.-"/p // / r /i I _ -� - / /�
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN 2:1, 14 // 1 / / 7Dwv cR°urvDc vERw rcH WHERE / M�Nr6m, / -�- /�i
EROSION AND DAYS ARE - /' l/ /O PIPES GROUNDS TAN D �� Lo��Sro nertAlN /� _ - - / //�/
HAVE i UNDISTURBED -i / _i- - - / //�/
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A ALLOWED / / Ewwv / / _- �� - /// ////
NCAC 04B.0131 STATES THAT....DOCUMENTATION SHALL BE ACCOMPLISHED BY SLOPES 3:1 OR 14 DAYS 7 DAYS FOR i-- ./ �V PIPE IN DITCH /,/ / /_ - _/_// -_- /�� /j//
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE - / / /G,it-t�' / o. --� -i/r ///// j//
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, FLATTER SLOPES GREATER 7 / ' � corv�sy�cnoN "> 1 / yppAfl' / / o __ -_ _ % /
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, THAN 50'IN / i 7 // / ;t: E laaage cops/TON / /� J/ / f - _ ���//_//
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION LENGTH / / / / i/ \ FE / LIMITS / i - / i f - _%�f�/p
CONTROL PLAN." / / / / 0 / ' bp'.P _--� //---�� / sue- J` ����/j/._� / 7
ALL OTHER AREAS 14 DAYS NONE(EXCEPT / v / y ;FP - // - / - "11 - i //�// -- /
WITH SLOPES FOR PERIMETERS / i Rc +r - �� /i/��/� -- /
FLATTER THAN 4:1 AND HOW ZONES) / ����// 0-0 sly SILT FENCE „335 -�/� - - t� _� / //i/i-�%//_
DATE: PAGE: l `�i CONSTRUCTION
.a TM/ :��//� �1� �_�� ;iid �j///�/
st sock/watt. St Sock/watts -- - -_ -_/ �- ' _�% / / -___
ON //
" - mI d ear J / i'11.• I ��i� /�'ji%i �i%/ //
b /// �� /ice / - --- - / i '--�/1/ 1� //
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area =11.= ll Iv TRAY DryouNDCDVER NDrc,vP REMANDER OF / / -- ----_ _ �% / \�
MIn compost H HERE / / /�__%////
Stakes n Stakes�u-n ould be instal.ale /
'I -r- t1 M'■ 2 x 2 to length at deform /� PIPESH E STALE / LOT 2 TO UNDSTUREmsMAIN / / /-," 4t /� -- / /�%-_ / / / -
seeTloN ■■■ a<a h feet beyond the toe afafo rV BEEN DRIVEWAY /�/i/ ����// // / /�� _ ��j��/��_��i
SECTION o.sin s'owwan.l��wasted below \\ N D / %G..//; / _ _ , .,/'/ Th
Patareas Valid be located et hedge oftre i ITCH /iltN REMAINDER OF /y'//caw / / / \ _ �i i jj i/// �-
laland ;aooingamunatheendau°fo E _� DT, f' L C J %„ �� f� , ) 7
a. runoff from'a' pod d e 7 � _• ' _ins � /%:/� �1< Imo/ - -- _=_= =-� �- 1 ( ___/
III I11 lS. /// // zoo/ / /// 3/ ��_-__�!'�//,3/0 l
W4. Cfit'k or other durable hardwood stakes with a 2
BSI J ,,R� //�// AREA OF I r / / / / % _i j i��/// \ / /
Riven
T h rMe silt �a°4ich \ o°cH. N J // j / NFLoo ( ����/- / / // / L/gene dn4 Mnattle is ) i%E R ' / J i/ / -�i /
EMANDER
SI
Wood Mulch w cam at ann
To 1/z height or lag lie.when AD sru �, om y° / -_- J- ,/ f _j i/ _i_ -._ /// \
uSTRE INSTALLATIONcED� ENTRENCHED INSTALLATION.,..»«.,.,aw.b.rra�...eo.r<na�......r........ wade Mhs Pavement/used on j/ DITCH•OAD DE/ , ° j/ % / i// +/ / A". /// _ - '!i j -- '/ / / ) `�
wwanamno a,-ante ............33 DITCH I
t aped ltsa0.Ma. after ,--i °' ONsmucnoN _ --�-2 / // - i __ / /i ----
UNPOST / /
OCK Nina.RCN.PaTE5 accumulated sediment and
forusreat FIaw� o< tr t (zoo s(ioont)(moo:m>I tn,,) ao z. amamint..,,,aadd ogre r V REMAINDER TO REMAIN .. /� i / / /77 each 1 inch or greater rainfall.Remove LIMITS 0 3i0-„,/„,„/ 1 // //l / /i i J i ij/j%/j�(/ / / / / 1 I /-\ \\ __\
ntrenched Socks mtectee° 'e" tO�"`r nth) nth)Mulch or ComPost33,3 flooded to allow for me°gow / LUNOISTURao/ // / J / / { /
-Silt seek/Maximum
ngt nil i (106 rni(no Feet
°.ro'neea b:Vre.ram a a / ��/ ��/ / // / i' // / \` / J /
Work A f owe l>os m) (3 ) (soo) diameter maged or, d different are. ////ice/ // AR A OF LOT, / //// / �/ //�__/ _ �� \ �- .__/
\\
ec re '''''�R to g,.irt 'V," ''milt 'mitt 73'7/4t a .mpataand M.°1.11a rand s // �YR / wFioo°zoNE / �// /•/ / ��--_i/� \ --
4. Reinstall
H. V.A. /maim) /(mime /mim> imim) de a°oars°hallo pe.manannv stab.ad. / J / % // // //// ////// // _ -- - --
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION t // // ��J �/ /%i/! i; , �1 -
DATE: PAGE: /j//S" / �J 7J 7./- /j j/�/ -----/ J/� �/ �� <`--- \\ \\\_�\ \� 1) \\
j/ �_�/ �' ////� / 7iy j // // ----� _�/ \ J /
� � / ,' ' /
p HORS ll HORS llLeo H° HORS H° ous Ho 2 � / ( �/ // / > l 0 i j / / -� Jj/
- I
LEGEND
Notes: \/\ 77
° 1.If needed,Tree Protection fencing should be installed along the buffer zone,wetland /' / J j �j%j/ / / // /\ 1 \ // J // / / /
boundary and/or around protected trees,providing a radius of at least 1.25 feet for each /// / / �/ / \ / / //
DIRECTIONFLOVV @ inch of trunk diameter. / J ( / // %/// / 7 \, I ) / / / // / //�_
SILT FENCE 2.Install Silt Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on / ;;,Ti-:.'-__--7 / I ll / /
�Lf-'f� schematic/diagram and raid adjusted,if necessary,for placement at low points.If lots are ./.,../// // // / / /// // / ) ` \I // _ -/ / ,-
contiguous /
WADDLE/SILT
SOCKS ' Fances and have different land owners or builders,each lot should have individual Silt / / // ��/j / / / / // 1 f // / _- i / -
SILT FENCE OUTLET ® 3.Install required Silt Fence within 10 feet of property Tine to ensure there Is no conflict with /////// // /// r / / _// /// ��
CONSTRUCTION ENTRANCE septic system.It Is the responsibility of the builder to ensure the lnstellatian of sediment / /////// /// / /control measures does not impact the septic sustain and repair area(a). / /7/ / i// --//J I /f / / / - / \
4.At least one Construction Enhancatad t Is to be Installed per lot. \l C(( //// - / / / - / I \
5.Waste bins and other areas dedicated for managing building material waste shall be at I// // - / / / / /
least 50 feet away from storm drain inlets or drainage ditches unless it can be shown that ` \\\I /I / _ / �/ _Y ( ` /
contained ed bah the construction act cnno be achieved,these areas must be \\\�\`\\\\1 // / ( /7 / / I no other alternative exists.If this separationt I I/ I`
nt inetl behind Silt Fence. �-
6.Inl is downstream of disturbances should bere protected,streets should be swept when \�11 C / // _--
sedim activity Is resent v / \) \ _ _
7.Detail f Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are `� I II I I / / \ / / / /' \\ /-- \ / \
provided on additional sheets.Erosion and sediment control details are not dawn[o _ I -
L-- -__ scale. TYPICAL LOT LAYOUT WITH ROADSIDE DITCHES J /IJI I / / \ `-_ /�� // / \ - - --- J
NOTE-DIVERSION DITCHES AND WATTLES WILL NOT BE UTILIZED IN ROADSIDE DITCHES `%// ./ - �_ /- J \ / / / �J
DATE: PAGE: PAGE I AI
of 3
TOTAL DISTURBED ACREAGE: 1.15 ACRES
LOT EROSION CONTROL PLAN
"`R MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION LOTS 1, 2 4 6
GAVIN VENTURES
sr, General-All measures will be inspected and corrections made after runoff producing rainfalls or at least once a 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
�` m� p p 9 p r any y y MINOR SUBDIVISION
es' raAa w 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.
!i Yi ilvv. 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
/,�y'=;�� objectionable materials spilled,washed,or tracked onto public roadways. FOR
-- Silt Fence-Sediment fences should be inspected at least once a week and after each rainfall event.An repairs should be made immediately. Damaged or decomposed fabric should be replacedpromptly.An sediment deposits that build u against the fence should be removed and disposed of properly to insure
/ �'' p y p y g p cy p p 9 p p p y FURR CONSTRUCTION AND
min• 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.
il - -i �.,°° 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
N
""`•>.= w? e�4�e and stabilization°f the root bed.The sod should be limed and fertilized assoil recommendations and frecommendations when D EV E L O P M E T, INC.
__i per type recommen type o grass and if possible.
•*•� 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 ANDERSON CREEK TOWNSHIP HARNETT COUNTY
Construction: Maintenance: 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.
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 SCALE:1"=150' MARCH 2O24
material and properly grade it greater rainfall;make any required repairs Immediately.
2.Place the gravel to the specific grade and dimensions shown on the plans,and 2.Maintain the gavel pad in a condition to prevent mud or sediment 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 GRAPHIC SCALE
smooth it from leaving the construction see.This may require periodic sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water. 150 0 75 150 300 600
3.Provide drainage to carry water toe sediment tap or other suitable outlet. topdressing with 2 inch stone.
4 Use geotextile fabrics in order to improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled,washed or 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 underminingthe fence during cleanout.Remove and replace stone as necessary = 11
subject to seepage or high water table. tracked onto public roadways. 9 pas it becomes clogged with sediment.Remove all
11
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 )
CONSTRUCTION ENTRANCE/EXIT 1 inch = 150 ft.
MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
PHONE[phone] FAX[phone] LICENSE HF-0106
LAST SAVED:3/13/2024 4:50 PM LAST PLOTTED:3/14/2024 11:41 AM PLOTTED BY.Dennis Gilbert FILENAME:G:\CURRENT JOBS\FURR CONSTRUCTION\24-2651-02 SHADYGROVE-E0\PLANS\GAVINE0-60nS1.2&4-6.0WG