NCC221842_Site Plan or Location Map_20220525

RO�
�O
VICINITY MAP
/
172 /
/
/ OOC� O)� CONSTRUCTION
LIMITS
ril 244 243 CONSTRUCTIO Oil
Lot Plan LIMITS
/ OPEN SPACE "g" 242
Lot Plan
5 / (COMMON AREA) 7 DAY GROUND COVER B 241
IN DITCH WHERE
SHOOTS-ORGRASS BLADES_ 11.38 AC. PIPES HAVE BEEN
7 DAY GROUN COVER
O DRIVEWAY
HEATSHDEGREENANB / /'\ l INSTALLED 'yam IN DITCH ERE
I CUTTING
HEIGHMOWEDT
ATA2"-3" \ \ PIPE IN DITCH DRIVEWAY p
GHTTING HEIGHT_ -t� ti� PIPES HA BEEN
/ huh PIPE IN DITCH A- INST LED
THATCH - GRASS CLIPPINGS AN B DEAD ROADSIDE
LEAVES, UPTO 1/2"THICK_ / /Y.O
ROOTZONE- BOILAND ROOTS SHOULD BE \�O ��v // \ DITCH
1 OR STRENGTH
K, WrrH DENSE ROOT MAT V 97 \ \ \
FOR SIREN GTH_ hO-EEEE-
CONSTRUCTION SCHEDULE \
1. Obtain all necessary permits and plan approvals. Erosion and Sediment Control
(E&SC) permit and a Certificate of Coverage (COC) must be obtained before any land disturbing activities
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 constriction entrances fast, 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.
8. Begin fine 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
littps://files.ne.gov lnedeq/Rncrgy%2O Mineral%20and%201,and%2ORcsources/Stonliwater/N P D RS%20
Gencral%20Peniiits/DEMLR-CSW-Monitoring-Fornls-Rev-August-8-2019.pdf. Twelve months of complete
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 04B.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 immediately to maintain measures as designed. All ESC measures shall be maintained as specified in
a
the construction details on this plan. A rain au c shall be installed at the project site for monitoring'
onttoiin .
p g g p J :,
12. Inspection and final acceptance letters. When the project is complete, the permittees shall contact DEMLR to
close out the E&SC Plan. After DEMLR informs the permittee of the project close out, via inspection report,
the penmittee shall visit "deq.nc.gov/NCG0t" to submit an electronic Notice of termination (e-NOT). A $100
amoral general permit fee will be charged until the c-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."
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES FOR LOT CONSTRUCTION
Gravel Construction Entrance - The gravel pad should remain in a condition to prevent mud or sediment from leaving the construction site. 7�
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.
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 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.
Diversion Berms - Diversion berms shall be inspected weekly or after each runoff producing rainfall to insure that they are operating as designed and that there
have been no breaches in the berm. Berms shall not exceed 18" in height, and shall be placed in locations that will not interfere with home construction activities.
Once the house comtmction is completed and the lot is ready to receive sod, then the berm shall be removed and the material incorporated into the graded lot area
and covered immediately with sod. All proper care shall be taken to insure that the berms are installed according to the applicable detail with the berm material
compacted sufficiently to insure that the berm remains in place during the course of the construction activities.
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 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.
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 HQW ZONES)
SODDING
w«w.w"wwwwr LAY SOD IN A STAGGERED
PATTERN. BUTT THE STRIPS
emu' TIGHTLY AGAINST EACH OTHER.
l DO NOT LEAVE SPACES AND DO
NOT OVERLAP. A SHARPENED
MASON'S TROWEL IS A HANDY
TOOL FOR TUCKING DOWN THE
ENDS AND TRIMMING PIECES.
-ANGLED ENDS
CAUSED BY THE AUTO -
INCORRECT MATIC SOD CUTTER MUST BE
M= MATCHED CORRECTLY.
CORRECT
fill 11
dYfiffibt VA:
i 1ttEE
,,,�tli�� �ii
al
ROLL SOD IMMEDIATELY TO WATER TO A DEPTH OF 4" MOW WHEN THE SOD IS
ACHIEVE FIRM CONTACT AS NEEDED. WATER WELL ESTABLISHED - IN 2-3
WITH THE SOIL AS SOON AS THE SOD IS WEEKS. SET THE MOWER
LAID. HIGH (2"-3").
APPEARANCE OF GOOD SOD
11111111,
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Roll orsin force
Ubrafay plan is not azeEpfable bemuse of horizmfal mmpaelion
TTfop or Pab<ie
een
top 8"
10
Li
ATTACHMENT DETAILS
•G th 11111, of pods doe �tl.
Dili-th ties pn pmi II Anfop 8"of fabrie.
•P donmehfiedN...Ily, p..d.iig holes ved Ily
a minimum of 1"apart.
• Hang meh lie on a p. nipple and bgMm -.1y.
Use cable ties (Sglbs) orsofl wire
DATE: PAGE:
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LEGEND
FLOW DIRECTION
SILT FENCE -•-•- --
DIVERSION DITCH TD-T�-
WADDLE/ SILT SOCKS >
SILT FENCE OUTLET
CONSTRUCTION ENTRANCE
..\NC-Environmental.jpeg
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 ROADSIDE DITCHES
LAST SAVED: 5/3/2022 1:56 PM LAST PLOTTED: 5/3/2022 2:00 PM PLOTTED BY: Dennis Gilbert FILENAME:
,. s.
i siallsl
after
ompaelion
SnFenee
Completed In9allafian
/ 7 DAY GROUND OVER IN DITCH WHERE
�<4 / PIPES HAV BEEN INSTALLED / 1-� �
AT
/ 246C'
/ 247 / coo
4.
Q-
248 / J Mo �
J
O /
/ ? I
249 236
,• / J�/� �/ y�� 7 DAY GROUND COVER
IN ERE
��� \_ ��PIPES HAVEITCH H BEEN
�/ / hut, � �V INSTALLED
/ 250 CONSTRUCTION
/ ROADSIDE LIMITS
DITCH DRIV WAY N.
^O // \ ��� / /// ///• PIPEDITCH
23,5
GE EASEMENT_ /
30 ORAINA . - -
/ -�� ^� `
�i I D .
III I h� CONSTRUCTION `
LIMITS
/ III 234
I III / DITCH E
25� II
III 233
ROADSIDE
yo,` DITCH A- �� \
-k �
238 239
237 240
7
\ >> /
2
OZ /
R-
OPEN SPACE \ V /
(COMMON AREA) \
8.80 AC.
/
B. 5867, PG. 0466 /
TRACT N0, 4 /
/ y
/ ,,O
III III
O
252 1�
232 /
)ADSIDE 231
DITCH *y \\\
��� \ \\ \
34
230
255
256
1 \\
257
ROADSIDE
DITCH
229
/
/ ��
�Q
C�
/ =Q
�Q
/ O
/
/
/
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DITCH
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228
I 227
258 226
io-
/ 2 ���? \\ �\ \ 225
�0 224
R \
z O �\ General Erosion Control Notes I , Q �. �\
\ ~\\ 223
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. 222
%/ , \� \
Persuant to G.S.113A(3), provisions for permanent ground cover sufficient to restain erosion \ �\
must be accomplished for all disturbed areas within 14 working days or 90 calender days J
ROADSIDE
(whichever is shorter) following completion of construction. _ < DITCH \
- �� - - - DAY GNUND COVER IN DITCH WHERE
;_.O-
�IPES HAVE BEEN INSTALLED
AND CATES DEVELOPMENT INC\10-2017-03 ROSLIN FARMS WEST - EROSION CONTROL\PLANS\ROSLIN FARMS W-SEC 5-LOTS 235, 242 & 243.DWG
/ 221
ROADSIDE
DITCH
TO F
'bntOf h,°1Se
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
24"
8" down & 4" forward along the tr nch
24"
Filter Fabric Construction: CROSS SECTION VIEW
1. Construct the sediment barrier of standard strength or extra stren th sYn thetic filter fabrics.
9 9
2. Ensure that the hei ht of the sediment fence does not exceed 24 in above the round. Hi her fences ma im pound volumes of water
9 9 ( 9 Y
sufficient to cause failure of the structure
3. Construct the filter fabric from a continuous roll cut to the length of the barrier to avoid joints. When joints are necessary, securely fasten the Maintenance:
1. Inspect sediment fences at least once a week and after each 1 inch or renter
filter cloth onlyat a su ort ost with 4 feet minimum overla to the next post.
P 9
PP P P P rainfall. Make any required repairs immediately.
4. Su ort standard strength filter fabric b wire mesh fastened secure) to the u slo a side of the posts. Extend the wire mesh su ort to the
PP 9 Y Y P P P PP 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 u sloe side of the fence post. Wire or plastic zip ties should have a
upslope P P P
ineffective replace ttpromptly.
minimum 50 pound tensile strength. . P
3. Remove sediment deposits as In to rovide ode ante stor a 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 P ry P q
minimum of 24 inches. for the next rain and reduce pressure on the fence. Take care to avoid
6. Extra strength filter fabric with 6 foot post spacing does not require a wire mesh support fence. Securely fasten the filter fabric directly to posts. undermining the fence during cleanouts.
4. Remove all fencin materials and unstable sediment deposits and brio the
Wire or plastic zip ties should have a minimum of 50 pound tensile strength. g P bring
the
to rade and stabilize it after the contributing drains a 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. g g g
8. Place 12 inches of fabric along the bottom and side of the trench. property stabilized.
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 -En vironm ental.jpeg
SILT FENCE
DATE: PAGE:
4' MIN. /SILT FENCE
TOP OF SILT FENCE
MUST BE AT LEAST
ABOVE THE TOP Of
THE WASHED STO
STEEL FENCE P SQ T
WIRE FEN \\\�1
HARDWARE CL TH
FILTER OF #SZL
WASHED STO^�
BURY WIRE FENCE AND HARDWARE CLOTH
..\NC-Environmental.jpeg
FRONT VIEW
BURY WIRE FENCE,
FILTER FABRIC,
AND HARDWARE
STEEL FENCE POPT CLOTH IN TRENCH
SET MAX 2' APARTI
MIN. 18' INTO SOLID
T FILTER FABRIC GROUND
/ON GROUND NOTES:
1. Hardware cloth and gravel should overlay the sift fence at least 12 inches.
2. Stone outlets should be placed on low elevation areas of silt fence and
based on field conditions.
MAINTENANCE:
1. Per NCG-01, inspect outlet at lest once a week and after each 1 inch
or greater rainfall event. Complete any required repairs immediately.
BURY 6" OF UPPER EDGE O
FILTER FABRIC IN TRENCH 5. Freshen stone when sediment accumulation exceeds 6 inches.
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
SILT FENCE OUTLET
PAGE 1 of 2
LOT EROSION CONTROL PLAN
FOR LOTS 235, 242 & 243
TOTAL DISTURBED ACREAGE: 1.88 ACRES
THE MEADOWS AT
ROSLIN FARMS WEST
SECTION 2
FOR
CAVINESS & CATES
BUILDING AND
DEVELOPMENT, INC.
0� ROCKFISH TWP. CUMBERLAND CO., N.C.
SCALE: 1 "= 100' MAY 2022
GRAPHIC SCALE IN FEET
-100 0 100 200 300 400
ENGINEERSPLANNERS
•
SURVEYORS ` MOORMAN, KIZER & REITZEL, INC. 115 BROADFOOT AVE. FAYETTEVILLE, N.C.
MOORMAN,KIZER & REITZEL,INC. PHONE [phone] FAX [phone] License #: F-0106