NCC222548_Site Plan or Location Map_20220725

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COI. ORUCTIONs necessary
permits anLE
d plan approvals. Erosion and Sediment Control
&F� (E&SC) pennit and a Certificate of Coverage (COC) must be obtained before any land disturbing activities
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VICINITY MAP
Not to Scale
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
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.
4. Begin lot grading and excavation activities
5. Begin or continue with house construction activities.
6. Finish all rough grading and house construction.
7. Install driveways, walks and patios.
S. Begin line grading of lot areas
9. Final grassing, mulching and stabilizing of lot. In most cases this will involve the installation of sod on the lot.
The silt fence will remain in place until the lot is sodded or grassing is stabilized and takes hold.
10. The contractor shall conduct self -inspections of the erosion and sedimentation control measures and complete
the following combined self -inspection form found on the DEMLR website
https://files.nc. uov/ncdeg/Energy"/D2OMineral"/o20and"/o2OLand"/`2OResources/Stormwater/NPDES"/o20
0
General 20Permits/DEMLR-CS�U-Monitorin -Forms-Rev-Au ust-8-2019. df. Twelve months of complete
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inspection forms shall be kept on site and available for inspection at all times. It is recommended a copy be
kept in a permits box. (GS 113A-54.1 (e), 15A NCAC 0413.0131, NCGOI Part TIT Sections A and B)
11. Self -inspections for erosion and sedimentation control measures are to be performed at least once ever seven
P P Y
calendar days and within 24 horns of every rain event of greater than 1 inch. Any needed repairs shall be
made immediately to maintain measures as designed. All ESC measures shall be maintained as specified in
the construction details on this plan. A rain gauge shall be installed at the project site for monitoring.
12. Inspection and final acceptance letters. When the project is complete, the permittees shall contact DEMLR to
close out the F.&SC Plan. After DEMLR informs the permittce of the project close out, via inspection report,
the permittec shall visit"deq.nc.gov/NCG01"to submit an electronic Notice oftennination (c-NOT). A $100
annual general permit fee will be charged until the e-NOT has been filled out.
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."
General Erosion Control Notes NOTE:
1. Only the areas shown shall be disturbed. Pursuant to G.S.113A(3), provisions for permanent ground cover sufficient to restain
2. All disturbed areas shall be grassed and erosion must be accomplished for all disturbed areas within 14 working days or 90
mulched as soon as possible and maintained until
pemanent cover is established. calendar days (whichever is shorter) following completion of construction.
established-
\ t I 1
_ONSTR `1LIMIT TI
R i / / / ♦ SILT �
SILT FENC
PINCE
SI.L-T- (TYP.) WATTL 2 6
FENCE WATTLE INFOR(
/ SIL FE E
FENCE / WATTLE REINF. OUTL
(TYPj / SILT \
�jy ><
ATTL j SILT FENCE
FENCE �T m \
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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 any of the installed erosion control measures. If lot construction dictates, measures will be relocated on the lotto 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.
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 objectionable materials spilled, washed, or
tracked onto public roadways.
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 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.
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
9 9 9 9 P P Y rY P P P 9 9
been placed, the area should be maintained as 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.
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 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 properly stabilized.
2
62
43
GROUND STABILIZATION
SITE AREA
STABILIZATION
EXCEPTIONS
DESCRIPTION
TIME FRAME
PERIMETER DIKES,
NONE
SWALES, DITCHES &
7 DAYS
SLOPES
HIGH QUALITY
NONE
WATER ZONES
7 DAYS
(HQW)
SLOPES STEEPER
IF SLOPES ARE 10'
THAN 3:1
OR LESS IN LENGTH
AND ARE NOT
7 DAYS
STEEPER THAN 2:1,
14 DAYS ARE
ALLOWED
SLOPES 3:1 OR
7 DAYS FOR
FLATTER
14 DAYS
SLOPES GREATER
THAN 50' IN LENGTH
ALL OTHER AREAS
NONE (EXCEPT FOR
WITH SLOPES
14 DAYS
PERIMETERS AND
FLATTER THAN 4:1
HOW ZONES)
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ALEEBY WAY
/ ` X OUT T / OHO / l I /I r I I f l - - - - / �1� .�0__ � � 1 \� 1` \ - -\\ \\ �__
1ONWUJTIO \ / INFORCED FENCE f 30
i X JENTPAkI CdNSTFII S SILT (TYP.) - ' 1,60
SILT k � LIMI S � \
/ FEW E / ' ' I }OPEN - / i to FENCE GX / -
/ / �rryp.)/ / 0pg. / l / 1 SPACE- t v OUTLE - - _-
/ SILT \ �` _ _�♦
/ ^OFENCE
o // 1�Y / / I I / \ X ��/ (TYP.) C1' - jH /31---
/ CNSTRUCTIOTkLE
EN ,RANCE \ y \
- \ INFORC�D WATT
X SILT S14T _ -
WATtiCE/ PILT I \ 2O \ ENCE \ FENCE�O
R NFORC SILT/ / / / FENCE n (� / \ O TLET (TYP.)\
I ( / SI T / I F�CEJJ/ / �TYP.) 11J - \ \
1 I I TOLE /(TYPE / REINFOFrtt;ED - ENTSTNCEN �4 \ - i �N� �- - - - - - _ \ ♦ \
S9N3'fRUCTION
- ENTRANCE �IMLTS-' _
W{fLE / / / / f FENCE // -140^ C NSTRUCTION \ \ \ _W`TLE _ - - - - \ \ ♦ ♦ \ \ / �� OUTLFyY - LIMITS \ \� 15
1 1 I I I EIN?0RCE% / / _ - -
SILT -
/FEN / VIATTLE O ��i--- -
I fj CC1NSVRCI�N OL ET SILT / / /BSI` LT�� ` REIFENrED _ - - - - - - - - / �L0-
FENCE / - - FENS - _-
1 I f FENCE ♦ FENCE M _ - i - _ -- \
o
(TYP.) 21 } FESILNCE �(TYP.) - - - OUTLET PgE _ _ - - - � \
I I I II I I x I - ✓R- - / -- WATTLE
/ EINFO(CED -/�(T2YP.�) �� 3U/ TL1NAii
/bUET - -
\`�---�
-
/ - REINFORCED - \
SILT FENCE CONSTRUCTION 2p' _ ENE
///-' -� - . -OUT LIMITS / �i O W/J� OUT -' c7.�-- - -- -\ \ \ - - -� �. -
-� W - - - - REINFORCED - / - �C /� _ \ �-
// SILT 1 Fij � 1
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FENCE SF ♦ \ /
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LEGEND
FLOW DIRECTION
SILT FENCE
SILT FENCE OUTLET
CONSTRUCTION ENTRANCE
CURB INLET
..\NC-Environmental.jpeg
C-TIVE BATE: 11//2/2020
Notes:
1. If needed, Tree Protection fencing should be installed along the buffer zone, wetland
boundary and/or around protected trees, providing a radius of at least 1.25 feet for each
inch of trunk diameter.
2. Install Silt Fence on the low elevation sides of each lot. Install Silt Fence outlets shown on
schematic/diagram and field adjusted, if necessary, for placement at low points. If lots are
contiguous and have different land owners or builders, each lot should have individual Silt
Fences.
3. Install required Silt Fence within 10 feet of property line to ensure there is no conflict with
septic system. It is the responsibility of the builder to ensure the installation of sediment
control measures does not impact the septic system and repair area(s).
4. At least one Construction Entrance/Exit is to be installed per lot.
5. Waste bins and other areas dedicated for managing building material waste shall be at
least 50 feet away from storm drain inlets or drainage ditches unless it can be shown that
no other alternative exists. If this separation cannot be achieved, these areas must be
contained behind Silt Fence.
6. Inlets downstream of disturbances should be protected; streets should be swept when
sediment from the construction activity is present.
7. Details for Silt Fence, Silt Fence Outlets, Construction Entrances and other measures are
provided on additional sheets. Erosion and sediment control details are not drawn to scale.
TYPICAL LOT LAYOUT WITH CURB AND GUTTER
Construction: Maintenance:
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 greater rainfall,
material and properly grade it. 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 from leaving the
smooth it. construction site. This may require periodic topdressing with 2 inch stone.
3. Provide drainage to carry water to a sediment trap or other suitable outlet. 3. Immediately remove all objectionable materials spilled, washed or tracked onto public
4. Use geotextile fabrics in order to improve stability of the foundation in locations roadways.
subject to seepage or high water table.
CONSTRUCTION ENTRANCE / EXIT
DATE:
PAGE:
VUlre FenceFilter Fabric
Steel Post Plastic or
8' Max. Standard Strength fabric with wire fence W fe
Backfill trench
6' Max. Extra strength fabric without wire fence Wire Fence
and Compact
thoroughly
Steel Post
••.'. :'.' Upslope
,'.,
Plastic or 18-24"'.Mip:,
.
Wire ties
8" Min.
24"
8" down & 4" forward along the tr rich
24"
Filter Fabric
Construction:
CROSS SECTION VIEW
1. Construct the sediment barrier of standard Yn
strength or extra strength synthetic filter fabrics.
9 9
2. Ensure that the height of the sediment fence does not exceed 24 inches above the ground. (Higher fences may impound volumes of water
sufficient to cause failure of the structure
Maintenance:
3. Construct the filter fabric from a continuous roll cut to the length of the barrier to avoid joints. When joints are necessary,
g ry, securely fasten the
1 Inspect sediment fences at least once a week and after each 1 inch or greater
filter cloth only a supportpost with 4 feet minimum overlap the next post.
rainfall. Make any required repairs immediately.
4. Supportstandard rd strength filter fabric wire mesh fastened se securely to the upslope side of the posts. Extend the wire mesh supportthe
2 Should the fabric of a sediment fence collapse, tear, decompose, or become
bottom of the trench. Fasten the wire reinforcement, then fabric on the upslope side of the fence post. Wire or plastic zip ties should have a
a
ineffective, replace it promptly.
minimum 50 pound tensile strength.
3. Remove sediment deposits as necessary to provide adequate storage volume
5. When a wire mesh support fence is used, space posts a maximum of 8 feet apart. Supports should be driven securely into the ground a
for the next rain and reduce on the fence. Take care to avoid
minimum of 24 inches.
pressure
undermining the fence during cleanouts.
6. Extra strength filter fabric with 6 foot post spacing does not require a wire mesh support fence. Secure) fasten the filter fabric direct) to posts. 9 P P 9 °q PP y y P
4. Remove all fencing materials and unstable sediment deposits and bring the
Wire plastic zip ties should have a minimum of 50 pound tensile strength.
area to grade and stabilize it after the contributing drainage area has been
7. Excavate the trench approximately 4 inches wide and 8 inches deep along the proposed line of the posts and upslope from the barrier.
a
properly stabilized.
8. Place 12 inches of fabric along the bottom and side of the trench.
9. Backfill the trench with soil placed over the filter fabric and compact. Thorough compaction of the backfill is critical to silt fence performance.
10. Do not attach filter fabric to existing trees.
..\NC-Environmental.jpeg
The Slicing Method
Figure 6.62b
Ponding height
max. 24"
POST SPACING:
6' max. on open runs
Attach fabric to
4' max. on pooling areas
upstream side of post
FLOW
Drive over each side of silt
fence 2 to 4 times with
POST DEPTH:
device exerting 60 p.s.i. or
2 feet
greater
No more than 24" of a 36" fabric
is allowed above ground.
Roll of silt fence
SILT FENCE
Top of Fabric
Belt
a
0
" aaeanazn�
Ireym.
ATTACHMENT DETAILS:
• Gather fabric at posts, if needed.
• Utilize three ties per post, all within top 8" of fabric.
• Position each tie diagonally, puncturing holes vertically
a minimum of 1" apart.
• Hang each tie on a post nipple and tighten securely.
Use cable ties (50lbs) or soft wire.
Post
installed
after
compaction
Silt Fence
I
1111 111:
111
`12"
I Completed Installation
ENGINEERS
SODDING
LAY SOD IN A STAGGERED
• N y r
PATTERN. BUTT THE
moot STRIPS TIGHTLY AGAINST
IW. r •,,, N, EACH OTHER. DO NOT
IV11 r •.iw rW r LEAVE SPACES AND DO
NOT OVERLAP. A
IW r IW SHARPENED MASON'S
nr. r •w-, TROWEL IS A HANDY TOOL
FOR TUCKING DOWN THE
BUTTING -ANGLED ENDS ENDSANDTRIMMING
CAUSED BYTHE AUTO- PIECES.
INCORRECT
MATIC SOD CUTTER
MUST MATCHED
CORRECTLY.
CORRECT
in11sM tiii`trrt'
.ilr�k)Ott,�Xrs�r��t,S���f)t�i,
WATER TO A DEPTH MOW WHEN THE SOD
TO ACHIEVE FIRM OF 4" AS NEEDED. IS ESTABLISHED - IN
CONTACT WITH THE WATER WELLAS 2-3 WEEKS. SET THE
SOIL SOON AS THE SOD IS MOWER HIGH (2`3").
LAID.
APPEARANCE OF GOOD SOD
SHOOTS - OR GRASS BLADES.
GRASS SHOULD BE GREEN
I AND HEALTHY, MOWED AT A
2`3" CUTTING HEIGHT.
THATCH -GRASS CLIPPINGS AND
DEAD LEAVES, UP TO lrT THICK.
ROOT ZONE - SOIL AND ROOTS
SHOULD BE 1/2"-3/4"THICK, WITH
DENSE ROOT MAT FOR STRENGTH.
Silt Sock/ Wattle Silt Sock/ Wattle NOTE:
FLOW_ 31, Area to be FLOW 3" Area to be 1. Other materials providing equivalent protection
I I I I Protected against erosive velocities may be substituted for
Protected
use in silt socks or wattles.
12'' Min. * 2. Fill silt sock/wattle netting uniformly with compost
2" x 2" 12" Min. �� 2" x 2" to the desired length such that logs do not deform.
Stakes Stakes 3. Silt sock/Wattle(s) should be installed parallel to
To 1/2 height of log
ENTRENCHED INSTALLATION
ISOMETRIC VIEW
Mulch or Compost
for Entrenched Socks
Sheet Flow -
Work Area
and a minimum of 10 feet beyond the toe of a
SECTION
graded slope. Sift Sock/Wattle(s) located below
flat areas should be located at the edge of the
i
land disturbance. The ends of the silt
sock/wattle(s) should be turned slightly upslope to
1X.
prevent runoff from going around the end of the
silt sock/wattle(s).
4. Oak or other durable hardwood stakes with a 2
<intlo
inch x 2 inch cross section should be driven
vertically plumb, through the center of the silt
sock/wattle. Stakes should be placed at a
maximum interval of 4 feet or a maximum interval
of 8 feet d the sift sock/wattle is placed in a 4 inch
trench.
5. In the event staking is not possible (ie. when
sockstwattles are used on pavement) heavy
ENTRENCHED INSTALLATION*
-THISAPPLICATIONMAY NOT BEUSED wTHCOMPOSTSOCKSSMALLER THAN
I2_ COrlCreteblocks shall beused behind the silt
'
sock/wattle to hold ft in place during runoff events.
MAINTENANCE:
1. Inspect silt sock/wattle at least weekly and after
IT 1 i ITa t i fall R
eac nc or grea er ram . emove
accumulated sediment and any debris as
needed to allow for adequate flow.
2. Silt sock/Wattle must be replaced if clogged or
torn.
3. If ponding becomes excessive, the sift
sock/wattle may need to be replaced with a
larger diameter or a different measure.
4. Reinstall if damaged or dislodged.
5. Silt sockstwattles shall be inspected until land
disturbance is compete and the area above the
measure has been permanently stabilized.
..\NC-E nv iron mental.j peg
:TI\/FnATF 11/1?n0?0 SILT SOCK / WATTLE FOR PERIMETER AND INLET PROTECTION
Area To Be Pr
- Silt Sock/
Wattle
COMPOST SOCK INITIAL FLOW RATES
Compost Sock
81nch
12 Inch
181nch
24 Inch
321nch
e�ign Diameter
(200 nm)
(300 nm)
(450 nm)
(600 nm)
(750 nm)
Maximum Slope
600 Feet
750 Feet
1,000 Feet
1,300 Feet
1,650 Feet
Length(<2%)
(183 m)
(229 m)
(305 m)
(396 m)
(500 m)
Hydraulic Flow
7.5 gpm/ft
11.3 gpm/ft
15.0 gpm/ft
22.5 gpm/ft
30.0 gpm/ft
Through Rate
(941/m/m)
(141 I/m/m)
(1881/m/m)
(281 I/m/m)
(3741/m/m)
DATE: PAGE:
4' MIN. /SILT FENCE
TOP OF SILT FENCE
:.
MUST BE AT LEAST
ABOVE THE TOP OF
THE WASHED STO10
STEEL FENCE P ST
WIRE FEN
HARDWARE
FRONT VIEW
BURY WIRE FENCE,
FILTER FABRIC,
FILTER OF #
WASHED STON
Ao
AND HARDWARE
STEEL FENCE PO CLOTH IN TRENCH
SET MAX 2'APARMIN.
18" INTO SOLID
TFILTER FABRIC GROUND
ON GROUND NOTES1. Hardware cloth and should overlay the sift fence at least 12 inches.
`
gravel
2. Stone outlets should be placed on low elevation areas of silt fence and
o
O
based on field conditions.
MAINTENANCE:
1. Per NCG-01, inspect outlet at lest once a week and after each 1 inch
-CLOTH
or greater rainfall event. Complete any required repairs immediately.
BURY WIRE FENCE AND HARDWARE
BURY 6" OF UPPER EDGE OF2 Freshen stone when sediment accumulation exceeds 6 inches.
FILTER FABRIC IN TRENCH 3. Keep mesh free of debris to provide adequate flow.
4. Remove sediment when haft of stone outlet is covered.
5. Replace stone as needed to facilitate de -watering.
SECTION VIEW
..\NC-Environ mental.jpeg
SILT FENCE OUTLET
FFFFr'TI\/F nI TF 11/1X')Q')0
PAGE 1 of 2
TOTAL DISTURBED ACREAGE- 5.69 ACRES
LOTS 7-10, 12-19 & 21-27
lot development plan
erosion & sedimentation control
in
The Preserve at Lake Upchurch
Phase Two, Section Two
FOR
H&H Constructors of Fayetteville, LLC
ROCKFISH TOWNSHIP CUMBERLAND COUNTY N.C.
SCALE- 1 "= 100' JUNE 2022
GRAPHIC SCALE
PLANNERS E ,
100 0 50 100 200 400
SURVEYORS
MOORMAN. KIZER & REI TZEL, I NC.
( IN FEET )
1 inch = 100 ft.
MOORMAN, KIZER & REITZEL, INC. 115 BROADFOOT AVE. FAYETTEVILLE, N.C. 28305
PHONE [phone] FAX [phone] LICENSE F-0106
I
LAST SAVED: 5/6/2022 6:55 AM LAST PLOTTED: 5/6/2022 7:06 AM PLOTTED BY: Dennis Gilbert FILENAME:
& H CONSTRUCTORS\ 15- 1367-02 PRESERVE 0 LAKE UPCHURCH
EC LOTS 7-10, 12-19 & 21-27.DWG