NCC214130_Site Plan or Location Map_20210715

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CONSTRUCTION SCHEDULE
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1.
Obtain all necessary permits and plan approvals. Erosion and Sediment Control
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(E&SC) permit and a Certificate of Coverage (COC) must be obtained before any land disturbing activities
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occur. A copy of the E&SC permit, the COC and a hard copy of the plan must be kept on site, preferably in a
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permits box, and accessible during inspection.
2.
Install gravel construction entrances first, then silt fences, reinforced silt fence outlets and wattles.
3.
Finish clearing and grubbing any necessary areas on the lots as they are started.
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4.
Begin lot grading and excavation activities
5.
Begin or continue with house construction activities.
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6.
Finish all rough grading and house construction.
7.
Install driveways, walks and patios.
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Begin fine grading of lot areas
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9.
Final grassing, mulching and stabilizing of lot. In most cases this will involve the installation of sod on the lot.
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The silt fence will remain in lace until the lot is sodded or grassing is stabilized and takes hold.
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10.
The contractor shall conduct self -inspections of the erosion and sedimentation control measures and complete
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the following combined self -inspection form found on the DEMLR websitc
https: //files.nc.gov/ncdeg/Energy%2OMineral%20and%2OLand%2OResources/Stormwater/NPDES%20
Genet-al%20Permits/DEMLR-CSW-Monitoring-Forms-Rev-August-S-2019.pdf. Twelve months of complete
inspection forins shall be kept on site and available for inspection at all times. It is recommended a copy be
kept in apermits box. (GS 113A-54.1 (e), 15A NCAC 0413.0131, NCGO1 Part III Sections A and B)
11.
Self -inspections for erosion and sedimentation control measures are to be performed at least once every seven
calendar days and within 24 hours of every rain event of greater than 1 inch. Any needed repairs shall be
made immediatelv to maintain measures as designed. All ESC measures shall be maintained as specified in
the pCIfUl et: Suall Visit, ueq.uc.g'UV/1N1_.lJV1 LU SUVIIIn all C1eU10I1101NUTACC 01 LCfll1111aL1011 (e-1NV l), A y)IVV
annual general permit fee will be charged until the e-NOT has been filled out.
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION
Gravel Construction Entrance - The ravel ad should remain in a condition to prevent mud or sediment from leaving the construction site. This may require periodic to dressin with 2-inch stone. After each rainfall inspect an
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structure used to trapsediment and clean it out as necessary. Immediate) remove all objectionable materials spilled, washed or tracked onto public roadways.
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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 depose
that build up against the fence should be removed and disposed of properly to insure 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 p cleanout operations.
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 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.
Grassingand 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 the area should be maintained a.
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needed to insure that all areas are germinating properly. Any bare areas should be 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.
General - All measures will be inspected and corrections made after runoff producing rainfalls, or at least once per week minimum. The builder will insure that the construction activities on any particular lot do not adversely affect
an of the installed erosion control measures. If lot construction dictates measures will be relocated on the lot to insure that the potential for sedimentation runoff is eliminated as much as possible. Silt fences and ravel
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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.
Wattles - Wattles shall be inspected after significant rainfall events. Rills or guillie 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 sediment shall be deposited within the project in such a way that the sediment is not subject to erosion by wind or water.
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 fencing materials and unstable sediment deposits and bring the area to grade and stabilize it after the contributing drainage area
has been property stabilized.
6'-0" MAXIMUM
SILT FENCE FABRIC
MINIMUM 10 GAUGE
LINE WIRES
INSTALLED TO SECOND
4WIRE
MINIMUM 12-1/2 GAUGE
FROM TOP
INTERMEDIATE WIRES
GRADE
FRONT VIEW
STEEL POST
NOTE:
WOVEN WARE FABRIC
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA
SILT FENCE FABRIC
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW.
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2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO
i� ILL SLOPE
PROVIDE STORAGE VOLUME FOR THE NEXT RAIN
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AND TO REMOVE PRESSURE ON THE SILT
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FENCE.
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n GRADE
6" MINIMUM COVER
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ANCHOR SKIRT AS DIRECTED
BY ENGINEER
SIDE VIEW
A
COUNT
ORm CAROLIN STANDARD TEMPORARY SILT FENCE
EFFECTIVE: O1/31/OS
4- MIN.
SILT FENCE
TOP OF SILT FENCE
MUST BE AT LEAST t'
ABODE WE TOP OF
THE WASHED SttINE
FRONT VIEW II
BUTT WIRE FENCE.
II
D
FILTER FMIRR�,
AND
STEEL FENCE POST
IN TRRDWARE
CLOTH W TRENCH
STEEL FENCE POST
SET MAX 2' MART
WIRE FENCE `
HARDWARE CLOTH \\\\\
MIN. 1B' INTO SOn
GROUND
FILTER OF 5]
WASHED
S nLTER FABRIC
$ ON GROUND
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NOTES:
1. REMOVE SEDIMENT
WHEN HALF OF STONE OUTLET IS COVERED.
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2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
BUM WIRE FENCE AND HARDWARE CLOTH I BUM , OF UPPER
EOOE OF
FILTER FABRIC IN
TRENCH
II
D
SECTION VIEW
COUNTY
ATH CARDIJN
STANDARD SILT FENCE OUTLET
EFFECTIVE: Ol/3l/OS
TREE PROTECTION FENCE
SII: L 1 F N CE (SEE NOTES)
OUTLET SF SF
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SILT FENCE
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RIGHT OF WAY CONSTRUCTION
ENTRANCE
SILT FENCE
OUTLET
WATTLES TOP OF SWALE
AS NEEDED ROADWAY
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EDGE OF
TYPE A PAVEMENT OR CURB TYPE B
LEGEND
PLOW DIRECTION
SF SILT FENCE
T DIVERSION DITCH
WATTLE
TP TREE PROTECTION FENCE
® SILT FENCE OUTLET
INLET PROTECTION
DRIVEWAY PIPE
CONSTRUCTION ENTRANCE
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TYPE C
ROADWAY
TYPE D
INLET N-/
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25' TREE AND VEGETATION PROTECTIO ONE
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7 DAY GROUND COVER
--__ 1�64WHERE PIPES
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OUTLET
WATTLE
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SILT FENCE
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(TYP.)
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WATTLE
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EXISTING
ROADWAY
i4bLIMlA� PINT 1Y
WAK
COUNTY
VORI H (, ) I,,
REVISED: 1/2/2020
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II
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CONSTRUCTION
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/ III III
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r\, LIMITS III III \
ROADSIDE iii I I I
5 DITCH
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III II
DICHROADSIDE 14
III III
III
iii v0 iii `,Orp CONSTRUCTION
/ LIMITS \ �- III
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/ LULI / 7 DAY G UND COVER IN DITCH WHERE l i i ill x WATTLE
E- PIPES HAV qZN INSTALLED0 11 I I CC3 III REINFORCED \
CONSTRUCTION iii I I 13 \SILT FENCOUTLET E
A "SELF -INSPECTION REPORT FOR LAND DISTURBING ACTIVITY
AS REQUIRED BY NCGS 113A-54.1"IS AVAILABLE FOR USE. IT /
CAN BE COMPLETED BY HAND OR COMPLETED AS AN EXCEL
SPREADSHEET.
AN ALTERNATIVE IS TO MAKE NOTATIONS ON THE COPY OF THE
APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN THAT IS KEPT ON THE PROJECT /
SITE. RULE 15A NCAC 04B. 0131 STATES THAT
"...DOCUMENTATION SHALL BE ACCOMPLISHED BY INITIALING
AND DATING EACH MEASURE OR PRACTICE SHOWN ON A COPY /
OF THE APPROVED EROSION AND SEDIMENTATION CONTROL
PLAN OR BY COMPLETING, DATING AND SIGNING AN INSPECTION /
REPORT THAT LISTS EACH MEASURE, PRACTICE OR DEVICE
SHOWN ON THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN."
TYPE E
INLET
SODDING
n» LAY SOD IN A STAGGERED
PATTERN. BUTT THE STRIPS
TIGHTLY AGAINST EACH OTHER.
DO NOT LEAVE SPACES AND DO
NOT OVERLAP. A SHARPENED
BUTTING - ANGLED ENDS MASON'S TROWEL IS A HANDY
INCORRECT CAUSED BY THE AUTO - TOOL FOR TUCKING DOWN THE
MATIC SOD CUTTER MUST ENDS AND TRIMMING PIECES.
BE MATCHED CORRECTLY.
CORRECT
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I I hIIVI I I I III
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ROLL SOD IMMEDIATELY WATER TO A DEPTH MOW WHEN THE SOD IS
TO ACHIEVE FIRM OF 4" AS NEEDED. ESTABLISHED - IN 2-3
CONTACT WITH THE SOIL WATER WELL AS SOON WEEKS. SET THE
AS THE SOD IS LAID. MOWER HIGH (2"-3" ).
APPEARANCE OF GOOD SOD
SHOOTS - OR GRASS BLADES. GRASS
SHOULD BE GREEN AND HEALTHY, MOWED
AT A 2"-3" CUTTING HEIGHT.
THATCH - GRASS CLIPPINGS AND DEAD
LEAVES, UP TO 1/2" THICK.
ROOT ZONE - SOIL AND ROOTS SHOULD BE
1/2" - 3/4" THICK, WITH DENSE ROOT MAT FOR
STRENGTH.
NOTES:
I. If required by Wake County, tree protection fence shall be 6. These details are for only lots with disturbed area less than one
installed along the rear property line when adjacent to riparian acre.
buffer zones, wetlands and/or 25 ft. Tree and Vegetation 7. 1f the disturbed area is greater than one acre, a custom erosion
Protection Zone. If the lot is subject to a municipal planning control plan should be submitted for the 15-day review cycle. The
jurisdiction then the builder is responsible for verifying the plan should address berms/diversions and sediment traps and
jurisdiction, p Y g P P
applicable tree protection standards and for installation of tree basins.
protection measures as required b the municipality. 8. If multi le lots share silt fence with none installed between the
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2. Install silt fence on low elevation sides of each lot and install silt lots, a revised plan will be required.
fence outlets shown on schematic/diagram and as needed. 9. Inlets downstream of disturbances should be protected, streets
3. Install required silt fence within 10 feet of property lines to should be swept as needed when sediment is present, and erosion
ensure there is no conflict with septic system. It is the control measures removed or damaged by sub -contractors or
responsibility of the builder to ensure septic system is not utilities shall be re -installed at the end of the work day.
impacted by silt fence installation. 10. Details for silt fence, silt fence outlet, construction entrance and
4. It is the responsibility of the builder to ensure installation of other measures are provided on other sheets.
erosion control measures does not impact septic system and 11. Erosion control details are not drawn to scale.
repair areas. 12. If lots are contiguous and have different land owners, lots can not
5. Construction entrance should be installed for each lot and field share the silt fences. Each lot should have individual silt fences.
located.
�oRlllrneOLl' TYPICAL INDIVIDUAL LOT SEDIMENT & EROSION CONTROL MEASURES DETAIL
EFFECTIVE: 4/15/19
LIMITS III
O 006' DRIVEWAY III
IL-
iii CONSTRUCTION
III X ENT NCE
�TTLE
\
PIPE IN DITCH iii
IL REINFORCED
w SILT FENCE
SILT FENCE
\
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> OUTLET TILE I
x
iii x
(TYP.)
iii
w \ iii
III
x \
x�x�
I
w III
/ Q 3 III
iii I WATTLE
N II WATTLE
\
REINFORCED
/ x iii
III
SILT FENCE
/ SILT FENCE CONSTRUCTION I iii III
CONSTRUCTION
OUTLET
12
x� x- (TYP.) ENTRANCE
ENTRANCE
\
x
/ - x x
SILTCE
z
REINFORCED x�
i i
WATTLE
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x
SILT FENCE
I
I
OUTLET WATTLE III III
DRIVEWAY
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I III III
PIPE IN DITCH
III III
ji
DAY GROUND COVER
IN DITCH ERE _
11
C)WATTLE
I -
iii
III I
�,7
IPES HAVE BEEN INSTALLED
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I EW
DRAY
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I/ IIIl
PIPE IN DITCH
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�x
CO�
STRUCTION
LIMITS
w
SILT FENCE I/ ll
�x (TYP.) �/ iii
7 DAY GR UND COVER IN DITCH WHERE
PIPES HAV BEEN INSTALLED
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CONSTRUCTION ii iii
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Z
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\ ENTRANCE /ii
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CONSTRUCTION
DITCH
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LIMITS /i/ '
N
DRIVEWAY
PIPE IN
DITCH
7 DAY GROUND
ROADSIDE ��/ ;;'
COVEIII IN DITCH WHERE
10
DITCH PIPES HAVE
BEEN INS ALLED
/
DRIVEWAY
PIPE IN DITCH
7 DAY GROUND COVER
IN DI CH WHERE PIPES
HAV BEEN INSTALLED
20DRAINAGE
' CONSTRUCTION
9
I
ESM'T
/
�k` \ LIMITS
DRIVEWAY /,� k
PIPE IN DITCH
2
/ii'
Rq/NgGFF
'GROUND COVER ENTRANCE CONSTRUCTION
wo
'CH WHERE PIPES
BEEN INSTALLED
SILT FENCE
if
LINFORCED
(TYP.)
7 ®k\SILT FENCE
k OUTLET
III x_ SILT FENCE WATTLE WATTL
(TYP.) \x
111 � k
J) iii 25 TREE AND VEGETAI7 �� x- WATTLE
N PROTECx
TION ZONE�
III /III
C) ROADSIDE CONSTRUCTION
DITCH LIMITS
111111
Barbour
Sure Road
SR 2759
O
N
'EINFORCE[
SILT FENCE
OUTLET I
I
i
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
- N 2' ' 3" STONE TO BE USED i
(SURGE STONE OR RAILROAD BALLAST)
PLAN VIEW
NOTES:
L Install silt fence or tree protection fence adjacent to
construction entrance to direct vehicles to drive on stone.
2. If mud is not removed from the vehicles traveling over the
stone then the tires of the vehicles should be washed
before entering e public ublic road or the construction entrance
must be lengthened. Sweep streets immediately if mud is
10-FT MINIMUM OR
tracked offsne onto public roads.
WIDTH OF PROPOSED
-v 3. Maintain construction entrance m a condition to prevent
P
DRIVEWAY WHICHEVER
mud or sediment from leaving the site. Entrance will
IS GREATER.
require periodic removal of sediment -laden stone and
replacement with fresh stone. hmnediately remove all
mud/sediment/rock tracked offthe lot.
30'-0" MINIMUM
NEW
CONSTRUCTION
CROSS SECTI❑N
STANDARD RESIDENTIAL CONSTRUCTION ENTRANCE DETAIL
GROUND STABILIZATION
SITE AREA
STABILIZATION
EXCEPTIONS
DESCRIPTION
TIME FRAME
PERIMETER DIKES,
7 DAYS
NONE
SWALES, DITCHES
& SLOPES
HIGH QUALITY
7 DAYS
NONE
WATER ZONES
(HQW)
SLOPES STEEPER
7 DAYS
IF SLOPES ARE
THAN 3:1
10' OR LESS IN
LENGTH AND ARE
NOT STEEPER
THAN 2:1, 14
DAYS ARE
ALLOWED
SLOPES 3:1 OR
14 DAYS
7 DAYS FOR
FLATTER
SLOPES GREATER
THAN 50' IN
LENGTH
ALL OTHER AREAS
14 DAYS
NONE (EXCEPT
WITH SLOPES
FOR PERIMETERS
FLATTER THAN 4:1
AND HOW ZONES)
General Erosion Control Notes
1. Only the areas shown shall be disturbed.
2. All disturbed areas shall be grassed and
mulched as soon as possible and maintained
until pemanent cover is established.
PAGE 1 of 2
\ TOTAL DISTURBED ACREAGE: 4.55 ACRES
EROSION CONTROL FOR
LOTS 2, 3, 6-8, 12, 13 & 15
5 IN
T o J u"' AN S SUBDIVISION
for
Onsite Homes, LLC
J
MIDDLE CREEK TOWNSHIP WAKE CO., N.C.
SCALE: 1 "= 100' MAY 2021
GRAPHIC SCALE
100 0 50 100 200 400
ENGINEERS
PLANNERS IN I I I 'I
1 int h 100 H
SURVEYORS MOORMAN, KIZER & REITZEL, INC. 115 BROADFOOT AVE.
MOORMAN, KIZER & REITZEL, INC. FAYETTEVILLE, N.C. PHONE [phone] FAX [phone]
LICENSE #: F-0106
ST SAVED: 4/19/2021 5:07 PM LAST PLOTTED: 5/4/2021 9:20 AM PLOTTED BY: Dennis Gilbert FILENAME: G:\CURRENT JOBS\ONSITE HOMES\21-2724-02 ST JOANS-EC\PLANS\ST JOAN'S EC -LOTS 2, 3, 6-8, 12 & 13.DWG