NCC232546_Site Plan or Location Map_20230823

- CONSTRUCTION SCHEDULE \% O\
GREA O ,0 I. Obtain all necessarypeeetts and plan approvals.Erosion and Sediment Control \\\ \\\ / I
GHUHc MASH Ta §rc (E&SC)permit and a Certificate of Coverage(COC)must be obtained before any land distmbieg activities \\\ \\\ I I I
H ROAo C s occur.A copy of the E&SC permit,the COC and a hard copy of the plan must he kept on site,preferably in a \\\ \\\ /I
otAT MARSH to permits box,and accessible during inspection / /
ROH ROAp �¢' 2. Install gravel construction entrances first,then silt fences,reinforced silt fence outlets and wattles. \\ \\ ® / I I`\
3. Finish clearing and grubbing any necessary areas on the lots as they are started. \\ \\\
\ ti? __ xO TO ROAD n 4. Begin lot grading and excavation activities \\\ \\\ /
v ,s,Jt0 M ekObO v SR-Io05 5. Begin or continue with house construction activities, \\\ \\\
fpP 6. Finish all rough grading and house conswction. \\\ \\\
F y6 7. install driveways,walks and patios. \\\ \\\ / )
A�ERY ROAD
CON ROAD y" A Begin fine grading of lot areas \ \\ \\\ /
e$ 9 Final grassing,mulching dstabilizing f l I e M1 will I the dnstallanon of sod on the lot \\ \\\ 140
,Y The siltf 'll place1 h I sodded grassingstabilizedand takes hold. \\\ \\\ /
SITE 0. The h Mall d p t h d eo,e measures and complete \ \
the following combined If' p f found the DEMLR website \\\ \\\ \\/�
O \
h / d /E m/20M al/20 d/20L d/20R s/Stommater/NPDES%20 \\\ \\\
G 7% 9d Gen I/20P -s/DEMLRCSWMnito'gF R Agut82019pdf.Twelve months of complete \ \\\ \\\ )2
N RO$ "fp 9rv+, inspection forms shall be kept on site end available for inspection at all times,
mes,ft is recommended a copy be \\\\\
S 5), in a permits box.(GS113A-54,1(e),15A NCAC 04B.0131,NCGOI Pan TIT Sections A and B) \ \\\ /
o O 11. Self-inspections for erosion and sedimentation control measures are to be performed at least once every seven )o \\\ ��
p calendar days and within 24 hours of every rain event of greater Than 1 inch.Any needed repairs shall be \ \\\ \\\ / / /J1 r
-
TASR t9]6 made immediately to maintain measures iedesigned.All ESC measures shelled maintained as specified in \\\ \\\\ / \
OP the construction details on this plan A rain gauge shall be installed at the project site for monitoring. \\\ \\ / \
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�.P - 12. Inspection and final acceptance letters.When the project is complete,the act close
ees shall contact DEMUR to \\\ \\\
pZ ''' close out the E&SC Plan.After DEMLR informs the nominee ofthe project close out,via inspection report, \ \\\ \� 7 7
t J`� the permittee shall visit-deg...govMCO,.submit an electronic Notice of termination(e-NOT).A 5100 I \
annual general permit fee will be charged until the e-NOT has been filled out. \\\ 7 1
\\\ \\\ / / / lye]3
9e GROUND STABILIZATION77
o� SITE AREA STABILIZATION I \\\p \� /
Toc'c EXCEPTIONS �\ �` /.� — \
9�VICINITY MAP DESCRIPTION TIME FRAME p\ CONSTRUCTION Z /
N.T.S. PERIMETER DIKES, 7 DAYS NONE 1 �`\ p\ LIMITS I �/
SWALES, DITCHES se")
--''...-.____._______// /
&SLOPES I �`\ S ROADSIDE \\
HIGH QUALITY 7 DAYS NONE �\p\ gip DITCH 8 ) / \ 7 \N.
WATER ZONES O\\ \\\\ Lot Flan / �/
(HOW) �� \ \\\ CONSTRUCTION / /
SLOPES STEEPER 7 DAYS IF SLOPES ARE \ ENTRANCE /� \J
A"SELF-INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY C --_
THAN 3:1 10 OR LESS IN `��\ 'j• DRIVEWAY \
NCGS 113A-54.1`IS AVAILABLE FOR USE.IT CAN BE COMPLETED BY HAND OR LENGTH AND ARE I \ PIPE IN DITCH fT
COMPLETED TI AN EXCEL SPREADSHEET. NOT STEEPER ROADSIDE Lot Plan / \
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE APPROVED THAN 21, 14 DITCH / \\l
EROSION AND 11F'I —
DAYS ARE \\ CONSTRUCTION
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT SITE.RULE 15A ALLOWED J/I ]DAY GROUND COVER ENTRANCE
NCAC 046.0131 STATES THAT-...DOCUMENTATION SHALL BE ACCOMPLISHED BY SLOPES 3:1 OR 14 DAYS 7 DAYS FOR / // IN DITCH WHERE PIPE$$$$$$ 10 K%a /
INITIALING AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE f DRIVEWAY Lot Plan
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN OR BY COMPLETING, FLATTER SLOPES GREATER I HAVE BEEN INSTALLED\ \ <'.=; PIPE IN /
DATING AND SIGNING AN INSPECTION REPORT THAT LISTS EACH MEASURE, THAN 50'IN DITCH ST /
PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION LENGTH 140 \ CONSTRUCTION
CONTROL PLAN." ENTRANCE I
ALL OTHER AREAS 14 DAYS NONE(EXCEPT
WITH SLOPES ® \\ •f< DRIVEWAY 11 / - /
FOR PERIMETERS I 7 DAY GR 'N• VER 4.3,.3• PIPE IN DITCH Lot Plan /1 / /
FLATTER THAN 4:1 AND HOW ZONES) IN DITCH-,L-ER-ES ''''''.....,,/
\ ` /
HAVE BE'NI` L • 138 CONSTRUCTION /
DATE: PAGE: ENTRANCE I\ / _
Silt Sock/wobble Silt Sock/we. NOTE:
IN COVER \ \ .'h DRIVEWAY \/ / /
r H WHERE PIPES \\\ �\� `\ PIPE IN 1 /
----
FLOW-_,.... II-I-� -mI be _ Pnedio IN.r 'EEN INSTALLED DITCH Lot Pla
MI (___. ----
\ \
use in slit socks or wattles.
— Ilk""f�I 11-11E ONSTRUCT N �. /
11'M'n'I 2 1T Mn'I 2 2tote desired length such that logs do not deform. - \ \��
_,..----
Stokes Stakes () NTRANCE - l
SECTION SECTION () IN DITCH WHERE PIPES ef a 7 DAY GROUND COVER /
are a minimum of to feemerena the Pat areas should he located at the edge of e to HAVE BEEN INSTALLEDland .The e.s of the sill \\ Q ,h.,-Y IVEWAV
E IN DITCH
ck,wanesl sshhoud beamed slightly usmmm _ --_\ ��� ��\ / "2 ��
A'Ma+' Ro ten from going around ee oft / i _ f ROADSIDE r:
6 4. cuter Jistesecidwattermmmieehe sectionbeerwitha / DITCH \\A,'�\\ _
I —
. III ]DAY GROUND COVERXl- \\ "b 13
ljl W swwamN.vstak eta ngh pe laces ice efr IN DITCH WHEREPIPES �'e /
maximum interval old feet or a a a a HAVE BEEN INSTALLED \�\ Lot Plan //
eats paweuin a'4inarWood Mulch or l \\�\
u 1N2ThheUght(clog s[ groundn4'Min. a lnesuig is not possible
ble le.when �\ CONSTRUCTION
UNTRENCHED IONpavement)InasY \ \\\ ENTRANCE 1 ..:-......--.
/II
behind shall be us. bai slit `\\ ' DRIVEWAY
ISOMETRIC VIEW '"°...ea,ens...rwr�esm.,n«w..rera�..>•..e..m...esock/wattle to holdo Pew duringru efts. \\\\ : k riZ IN
1 Inspect silt sock/wattle al lea...dye.after
"•j' DITCH 1AA \
LOW
debris as
mlcrmeneroaseeks tr e. o oI t COMPOST SOP,to luinu Eletwrts ea.1 in.or greater rainfall.Remove
accumulated sediment(n)e aulamunbeuogacsa mggea or '� T DAY GROUND COVER \\Mu.orDeirest I( `\\\ \\\\\\\ Lot Pl n
romdea eeg ome e. (ios gym)(t4.io.m)(moo ) 01 IN DITCH WHERE PIPES % /7
won< 'I,,I f Silt(Sock/Mien9N(axj (15arm)) (220 m) (eFeet (aseem) (srex s a eao a I \\ \\\ ENTRANCE _
---)
Shen nowt' HAVE BEEN INSTALLED \\ CONSTRUCTION 1SE
larger diameter or a different
AY
/r Wattle "mauyn`pnte com:x eom3x e(em/n e�iex T0.0 4. Reinstall if damaged or m/x s measure nos been permanently edbeaz nma O `\% ••]- PIPE IN DIT H \ \ '
SILT SOCK/WATTLE FOR PERIMETER AND INLET PROTECTION ` D \ /
It..i,i.1 \_"^\ ]DAY GROUND COVER \\\
IN DITCH WHERE PIPES C
HAVE BEEN INSTALLED \ \\, Lot Prlan \
DATE: PAGE: \ ROADSIDE \`\ \ „E„
V DITCH
\\\ •rev CONSTRUCTION \
— _\ `-- \\\\ ;'., ENTRANCE
VEWAY
/ `II y3 PIPE INDTCH
y 1 IF ,;.1.:
� /----
\ 7DAY ROU COVER I`I \I CONSTRUCTION
$ 4 4 E F R . R ✓e I! IN DIT HWH RE PIPES
11 r6 ea Ji` '� NT / \ III III ROADSIDE \ 11 \
HAVE EN STALLED III m DITCH
R HOUS 4 4 HODS=1 .rvouS NOUS G HOUS \ HODS SOUS HODS p
iu I
EDP'''. Tn,�Tta—,,,-. TIN-, TM— u� III I
III ili
Notes: Ill Ill
LEGEND 1.If needed,Tree Protection fencing should be installed along the buffer zone,wetland /I/ in
boundary and/or around protected trees,providing a radius of at least 1.25 feet for each II/
FLOW
SILT N , Inch of trunk diameter_ InDNCE T 0 2.Install Sill Fence on the low elevation sides of each lot.Install Silt Fence outlets shown on Ill 111
DIVERSION -pD— schematic/diagram and field adjusted,if necessary,for placement at low points.If lots amS III 111 77
OOLEJ SaT SOCKS /� contiguous and have different land owners or builders,each tat should have individual Silt \ III Ill
Fences.SILT FENCE°MIST I. �\ /
3.Install required Silt Fence within 10 feet of property line to ensure there is no conflict with III Ill
CONSTRUCTION ENTRANCEMEE septic system.It is the responsibility of the builder to ensure the installation of sediment control measures does not impact the septic \systemIn and repair area(s). Ill
4,At least one Construction Entrance/Exit is to be installed per lot ill III
5.Waste bins and other areas dedicated for managing building material waste shall be at II/ III
least 50 feet away from storm drain inlets or drainage ditches unless it can be shown that \ III III
no other alternative exists.If this separation cannot be achieved,these areas must be
contained behind Silt Fence.
6.sediment
downstream cof onstruction
should be protected;streets shouts be swept when \ -- ��
setlimen[from the construction activity Is presets.
P.Details for Silt Fence,Silt Fence Outlets,Construction Entrances and other measures are �_ _
provided on additional sheets.Erosion andIT control details are not drawn to _�
L _ - -- scale. TYPICAL LOT LAYOUT UT WI WITH ROADSIDE DITCHES
NOTE-DIVERSION DITCHES AND WATTLES WILL NOT BE UTILIZED IN ROADSIDE DITCHES
DATE: PAGE:
i PAGE 1 of 2
/ . TOTAL DISTURBED ACREAGE: 4.71 ACRES
as MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION LOT EROSION CONTROL PLAN
Q� LOTS 8 — 15
G
a.
4r 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
/ ` P P 9 per any y y TALMAGE FARMS
QJ� 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.
eaPPIPPIPPIPPIVAPPIPPPSNI,
/ o n Gravel Construction Entrance-The gravel pad should remain,n 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,t out as necessary. Immediately remove all
objectionable materials spilled,washed,or tracked onto public roadways. FO R
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
Y• p y p Y g p p y p p g p D p y BENJAMIN STOUT REAL ESTATE
�/ T.'o.7.tfPPAVAWit'i4A*Vo-_• 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 underm ne the fence during cleanout operations.s`�' Soddin The sod should be propeel maintained to insure that the rasa take holds in the areas heir secured.The sod should be watered as necessa to maintain adequate moisture in the root zone and DrevenI dormer of the sod.The sod should not be mowed to close,since this could inhibit ode uate rowthSERVICES, INC.
•r 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. WEST HOWELLSVILLE TOWNSHIP ROBESON COUNTY
•--.., Grassing and Mulching-The area to receive grassing and mulching should be properly fertilized and limed as necessary as an initial step in sal 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 SCALE:1"=100' JULY 2023
1.Cahunhe a Maintenance: repaired,and reseeded as soon aspossible.If the time ofyear does not t the establishment of a permanent grass,entrance and exit area of an vegetation.roots,and other objectionable Liarnance, inspect et least onceaweekana exec eannlincn or P permi perman gra s,then a temporary grassing should be used until the growing season permits the use of a permanent grass. GRAPHIC SCALE
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 gravel 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
smooth It. from leaving the construction site.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. h = MI 11
3.Provide drainage to carry water to a sediment trap or other suitable outlet. topdressing with 2 inch stone.
a.subject
bectto silefabricsh high water
improve stability of the foundation in locations 3.Immediately remove all objectionable materials spilled,washed or 11
Reinforced Silt Fence Outlet-Remove sediment de is as necessary to de adequate store volume for the next rain to reduce pressure on the fence/outlet.Take care to avoid undermining the fence during Ieanout.Remove and replace t necessary as becomes dogged with sediment.Remove all
bject to seepage or high water table. tracked onto public roadways, posi ry provide qua a storage after
the pre g g c p ace stone as n rya gg
fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after contributing drainage area has been property stabilized. ( IN FEET )
CONSTRUCTION ENTRANCE/EXIT 1 inch = 100 ft
MOORMAN,KIZER&REITZEL,INC.115 BROADFOOT AVE.FAYETTEVILLE,N.C.28305
PHONE[phone] FAX[phone] LICENSE BF-0106
LAST SAVED:7/13/2023 2:59 PM LAST PLOTTED:7/13/2023 3:3o PM PLOTTED BY.Dennis Gilbert nintOun:G\CURRENT JOBS\BENJAMIN STOUT REAL ESTATE SERVICES INC\23-2510-10 TALMAGE FARMS-EC\PLANS\TALMAGE FARMS EC-LOTS 6-I S.D.