SW3200201_Plan (Set)_20200212

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
Temporary and Permanent Groundcover*
STABILIZATION TIMEFRAMES
(Effective Aug. 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
Perimeter dikes, swales, ditches, slopes
7 days
None
-OWN" High Quality Water (HQW) Zones
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 10' or less in length and are
than 2:1, 14 days
not steeper are allowed.
Slopes 3:1 flatter
14 days
7 days for than 50' in length.
or
slopes greater
All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HQW Zones.
*-For Falls Lake watershed, in disturbed areas where grading activities are incomplete, provide
temporary groundcover no later than seven (7) days for slopes steeper than 3:1; ten (10) days for
slopes equal to or flatter than 3:1; fourteen (14) days for areas with no slope.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or without
reinforcement matting
temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt
or retainingwalls
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
NORTH CAROLINA
f' Environmental Quality
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number of waste containers on site to manage the quantity of
waste produced.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events. Repair
or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow.
8. Dispose waste off -site at an approved disposal facility.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
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WASHOUT STRUCTURE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tar sand bags or other temporary structural
P p, g p Y
components when no longer functional. When utilizing alternative or proprietary
P g g p p Y
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of greater than
1.0 inch occurs outside of normal business hours, the self -inspection shall be performed
upon the commencement of the next business day. Any time when inspections were
delayed shall be noted in the Inspection Record.
Inspect
Frequency
Inspection records must include [40 CFR 122.41]:
(during
normal
business
hours
(1) Rain
Daily
Daily rainfall amounts.
gauge
If no daily rain gauge observations are made during
maintained in
weekend or holiday periods, and no individual -day rainfall
good working
information is available, record the cumulative rain
order
measurement for those un-attended days (and this will
determine if a site inspection is needed). Days on which no
rainfall occurred shall be recorded as "zero." The
permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once
1. Identification of the measures inspected,
Measures
per 7 calendar
2. Date and time of the inspection,
days and within
3. Name of the perscn performing the inspection,
24 hours of a
4. Indication of whether the measures were operating
rain event > 1.0
properly,
inch in 24
5. Description of maintenance needs for the measure,
hours
6. Corrective actions taken, and
7. Date of actions taken.
(3)
At least once
1. Identification of the discharge outfalls inspected,
Stormwater
per 7 calendar
2. Date and time of the inspection,
discharge
days and within
3. Name of the perscn performing the inspection,
outfalls
24 hours of a
4. Evidence of indicators of stormwater pollution such as
(SDOs)
rain event > 1.0
oil sheen, floating or suspended solids or discoloration,
inch in 24
S. Indication of visible sediment leaving the site,
hours
6. Actions taken to correct/prevent sedimentation, and
7. Date of actions taken.
(4) Perimeter
At least once
If visible sedimentation is found outside site limits, then a
of site
per 7 calendar
record of the following shall be made:
days and within
1. Actions taken to clean up or stabilize the sediment that
24 hours of a
has left the site limits,
rain event > 1.0
2. Date of actions taken, and
inch in 24
3. An explanation as to the actions taken to control future
hours
releases.
(5) Streams
At least once
If the stream or wetland has increased visible
or wetlands
per 7 calendar
sedimentation or a stream has visible increased turbidity
onsite or
days and within
from the construction activity, then a record of the
offsite (where
24 hours of a
following shall be made:
accessible)
rain event > 1.0
1. Evidence and actions taken to reduce sediment
inch in 24
contributions, and
hours
2. Records of the required reports to the appropriate
Division Regional Office per Part III, Section C, Item
(2)(a) of this permit of this permit.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
;..4rr f1, ►,, NORTH CAROLINA
Environmental Quality
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be documented in the manner
described:
Item to Document
Documentation Requirements
(a) Each E&SC Measure has been installed
Initial and date each E&SC Measure on a copy
and does not significantly deviate from the
of the approved E&SC Plan or complete, date
locations, dimensions and relative
and sign an inspection report that lists each
elevations shown on the approved E&SC
E&SC Measure shown on the approved E&SC
Plan.
Plan. This documentation is required upon
the initial installation of the E&SC Measures or
if the E&SC Measures are modified after initial
installation.
(b) A phase of grading has been
Initial and date a copy of the approved E&SC
completed.
Plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and
Initial and date a copy of the approved E&SC
installed in accordance with the
Plan or complete, date and sign an inspection
approved E&SC Plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report
requirements for all E&SC Measures
have been performed.
(e) Corrective actions have been
Initial and date a copy of the approved E&SC
taken to E&SC Measures.
Plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the site
and available for agency inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make this
requirement not practical:
(a) This general permit as well as the certificate of coverage, after it is received.
(b) Records of inspections made during the previous 30 days. The permittee shall record
the required observations on the Inspection Record Form provided by the Division or a
similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.41]
EFFECTIVE: 03/01/19
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that must be reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(a) Releases of hazardous substances in excess of reportable quantities under Section 311 of
the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(b) Anticipated bypasses and unanticipated bypasses.
(c) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact the
appropriate Division regional office within the timeframes and in accordance with the other
requirements listed below. Occurrences outside normal business hours may also be
reported to the Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].
Occurrence
Reporting Timeframes After Discovery) and Other Requirements
(a) Visible
• Within 24 hours, an oral or electronic notification.
sediment
• Within 7 calendardays, a report that contains a description of the
deposition in a
sediment and actions taken to address the cause of the deposition.
stream or wetland
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d)listlist as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure
compliance with the federal or state impaired -waters conditions.
(b) Oil spills and
• Within 24 hours, an oral or electronic notification. The
release of
notification shall include information about the date, time, nature,
hazardous
volume and location of the spill or release.
substances per
Item 1(b)-(c)
above
(c) Anticipated
• A report at least ten days before the date of the bypass, if
bypasses [40 CFR
possible. The report shall include an evaluation of the anticipated
122,41(m)(3)]
quality and effect of the bypass.
(d) Unanticipated
• Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
• Within 7 calendardays, a report that includes an evaluation of
122.41(m)(3)]
the quality and effect of the bypass.
(e) Noncompliance
• Within 24 hours, an oral or electronic notification.
with the
• Within 7 calendardays, a report that contains a description of the
conditions of this
noncompliance, and its causes; the period of noncompliance,
permit that may
including exact dates and times, and if the noncompliance has not
endanger health or
been corrected, the anticipated time noncompliance is expected to
the
continue; and steps taken or planned to reduce, eliminate, and
environmeri
prevent reoccurrence of the noncompliance. [40 CFR 122.41(1)(6).
CFR 122.41(I)(7)]
. Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 03/01/19I
NPDES CONSTRUCTION GENERAL PERMIT - NCG 010000
ENTIRE PERMIT CAN BE FOUND AT:
https://files.nc.gov/ncdeq/Energy%20Mineral%20and%20Land%20Resources/Stormwater/NCG010000_Fi nal_Permit_2019_04_0l .pdf
EROSION CONTROL CONTACT
MARK ZEINER -
[phone]
PROJECT MANAGER
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PREPARED FOR:
TERAMORE DE'
PO BOX 6560
THOMASVILLE,
JELOPMENT
GA 31758
DATE: REVISIONS:
SHEET SIZE:
24" x36"
DATE:
01/15/2020
PROJECT NUMBER:
3160622019
DRAWN BY:
J.EDWARDS
APPROVED BY.
J.CHURCH
SCALE:
NTS (H)
(N)
SHEET:
C001
© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.

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GENERAL NOTES
1.
CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
2.
ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
3.
ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
4.
CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS.
5.
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ASSOCIATED WITH RELOCATION.
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EXISTING CONDITIONS
PREPARED FOR:
TERAMORE DE'
PO BOX 6560
THOMASVILLE,
JELOPMENT
GA 31758
DATE: REVISIONS:
30 60
SHEET SIZE:
24"x36"
DATE:
01/15/2020
PROJECT NUMBER:
3160622019
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
1" = 30' (H)
(V)
SHEET:
C002
© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.

N 11 ° 36' 09"W
10.53'
1 \' REBAR
\ FOUND \ s�
1 \�
\ NORTH CAROLINA DEPARTMENT
1 \ OF TRANSPORTATION
D.B. 3336, PG. 1352 \
\ PARCEL ID:366801190956 \
1 \\ ZONED: "R-40" (CATAWBA COUNTY) \
1
"'REBAR SET �
1 \ N.C. GRID-NAD 83 (2011)
N=689,936.98'
1 1
REBAR E=1,361,124.37'
8"
1 FOUND
1 cn
.118 A ES
1 ok
M E MON�CO & PRI CILLA A.
D`12-2528, P 202
N.C. GRID NAD 83 (2011)
Z04ED "HC" (CAT A�COUN
z" REBAR FOUND 1 1 //
N=689,855.36' I I / �O �g0
E=1,361,028.21' 1 / X5��0� _
co
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f
1 /Ca>
1" PIPE c�
FOUND 1
11 /
VASHTI LOCKEE BEARD /
D.B. 1855, PG. 474
PLAT BOOK 30 PAGE 155 1 /
PARCEL ID:366801190810
ZONED: "HC" (CATAWBA COUNTY)
II
1 /
1
1
I
II i
1
11�
1 �
GEORGE GLENN & MARY BETH YOUNG
D.B. 3359, PG. 1223
PLAT BOOK 78, PAGE 1
PARCEL ID:366801096597 1 I
ZONED: "R-40" (CATAWBA COUNTY)
SILT FENCE SEE
DET 2/C902
TEMPORARY
DIVERSION (ENSURE
\I /
POSITIVE DRAINAGE)
SEE DET. 3/C902
1/2" PIPE FOUND
`-
N.C. GRID NAD 83 (2011)
N=689,600.03'
/ 1�
E=1,361,065.27'
I
\
\
TIE LINE
"E
S6° 10' 31
8.33'
z REBAR FOUND
INSIDE a' PIPE
t
GEORGE GLENN & MARY BETH YOUNG
D.B. 3359, PG. 1223
PLAT BOOK 78, PAGE 1
\ SKIMMER BASIN CALCULATIONS
\ 1. DA = 1.05 ACRES
2. DU = 1.05 ACRES
3. to = 5 minutes
4. i=6.957
5. C = 0.6
\ P 6. Q10 = CiDA = (0.6)(6.95)(1.05) = 4.38 ft /s
F°G \�90 7. SA,q = 325Q�o = (325)(4.38) = 1,424 112
�oA � 8. Vreq = 1800DU = (1800)(1.05) = 1, 89011
9�F 9. L:W=3.0
yF2� 10. depth = 3.0
11. SApvd = (42) (93) = 3,555 fie
/\ \ 12. Vpva 8,442 ft3
13. LINEIR = 34'
14. \� V@top 2 ft 6 342 ft3 \\ L\ rho 15. Tdewater= 3 days \ \ \ \ 16. Qdewater - V @ top 2 K ' /T
dewater 2,114 ft3/d
\ NO' 01'29T \ \
\10.61` \ \ \
N \ \ 8\EBARA-
�� C RQN ENT)
CHECK DAM SEE \ P
\�
DET.4/C903 \ F
/ \ elk�EISARFOUNb\ F°cam 0V,
\ \ CANON NCDOT oo
\Ak DISK
DITCH TO BE LINED
WITH CURLEX II TQ1
�F&- - \\\\ \ \\ SEE DET. 1/C904
�� \
�AR F
�sOt1id C! !�
\ - - \\ \ \ CJ�PELINCDCq
\196' \\\+ D\\ \ \ \ \
\
\\\ \ \ \ \
\ 5 \\\ \ ! RNA"R FOUND \ \ \
\�49, \\\\ \ BCAPP knOT \
DISK
LIMITS OF
DISTURBANCE \
2.20± ACRES \ \�Po
Q� al kll�
TEMPORARY �
/ DIVERSION (ENSURE ��y \\\ \\\\ SILT FENCE SEE \ \
POSITIVE DRAINAGE) L Q\ \\\ \\\\\ DET. 2/C902 \ \
OUTLET STRUCTURE SEE DET. 3/C902 f\GG O� \\ \\\ \ 8" REBAR SET \
RIM : 1033.00 w- \\ \\\� \ N.C. GRID-NAD 83,(2011�
18" HDPE INVOUT1028.75 \ \ \\ \\\ \ \ - 689,697, i' \\ : � - - - ��8 I�
SEE DET. 2/C905 �F�T \ \\ \ \ \E=1 36T_342.25' ` \\
LX3'D
BASIN
;LOTH SKIMMER
OCKOUT ORIFICE
1-2/C903 c��\�GNS \\ \\
Iv /
BAR
FO
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0
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/ TEMP. CONCRETE /
WASHOUTSEE
DET.3/C904COD LL
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CAPPED CDOT/D13K/
I /
TEMP. CONSTRUCTION
ENTRANCE SEE DET. 1/C902 o
�
8�1 I ,ti
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• �� WITH CURLEX II
SEE DET. 1/C904
^c z N
PARCEL ID:366801096597 �,�� v� FLARED END SECTION _ ------
ZONED: -
"R-40" (CATAWBA COUNTY) Q / Q SEE DET. 4/C904 -
�tiQV" 7' La X 9' W2 - - ROAD RIW
OUTLET PROTECTION
SEE DET. 4/C902
SEE DET. 7/C901
0
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D.B. 3359, PG. 1223 SET / NSQAv"4
m PARCEL ID:366801191368
ZONED: 'HC" (CATAWBA COUNTY)
LEGEND
- - PROPERTY LINE
too EXISTING CONTOURS
row PROPOSED CONTOURS
BUILDING SETBACK
- - - - - - - - - LANDSCAPE BUFFER
P EX. OVERHEAD ELECTRIC
FO EX. FIBER OPTICS
SILT FENCE
TEMPORARY DIVERSION
LIMITS OF DISTURBANCE
RIPRAP INLET PROTECTION
OUTLET PROTECTION
•
••HARDWARE CLOTH INLET
PROTECTION
GENERAL NOTES
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS.
5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS
ASSOCIATED WITH RELOCATION.
6. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND
WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
MAINTENANCE PLAN
1. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EXISTING BUILDING DEMOLITION.
2. CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENTATION CONTROL REQUIREMENTS AND SHALL
COMPLY WITH THE LATEST EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL
MANUAL.
3. PER NPDES REQUIREMENTS, CHECK ALL EROSION AND SEDIMENTATION CONTROL DEVICES AND STORMWATER
RUNOFF DISCHARGES FROM EACH OUTFALL SHOULD BE INSPECTED EVERY SEVEN DAYS AND WITHIN 24 HOURS
AFTER ANY STORM EVENT. A RAINFALL GAUGE SHALL BE KEPT ON SITE, AND A RECORD OF RAINFALL AMOUNTS
AND DATES MUST BE RECORDED AND KEPT ON SITE. RECORDS OF INSPECTIONS OF DEVICES AND OUTFALLS
SHOULD BE KEPT AND VISIBLE SEDIMENTATION OUTSIDE THE DISTURBED LIMITS SHOULD BE NOTED. ANY
ACTIONS TO CONTROL FUTURE RELEASES AND CLEANUP OF SEDIMENT MUST BE RECORDED. A SAMPLE LOG
FOR RECORD KEEPING IS AVAILABLE FROM NCDEQ DIVISION OF WATER QUALITY, STORMWATER AND GENERAL
PERMITS UNIT.
4. CHECK ALL EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RUNOFF PRODUCING STORM EVENT AND
MAKE ANY NECESSARY REPAIRS AS NEEDED TO ENSURE DEVICES ARE FUNCTIONING AS INTENDED.
5. REMOVE SEDIMENT DEPOSITS FROM SILT FENCE AND STONE OUTLETS WHEN DEPOSITS REACH HALF
CAPACITY, REPAIR ANY BREAKS IMMEDIATELY.
6. REPLACE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY.
7. CONTRACTOR WILL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL FINES LEVIED DUE TO NOT MAINTAINING
PROPER EROSION CONTROL MEASURES AT ALL TIMES.
EROSION CONTROL CONSTRUCTION SEQUENCE
1. OBTAIN NECESSARY PERMITS FROM ALL REGULATORY AUTHORITIES. CONTRACTOR RESPONSIBLE FOR ALL
DEMO PERMITS AS WELL AS WASTE OR BORROW SITE SELECTION AND PERMITTING.
2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. SOFT DIG ALL
UTILITIES WITHIN GRADING AREA TO IDENTIFY POTENTIAL CONFLICTS.
3. STAKE -OUT ALL EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION.
4. MAINTAIN NPDES TEMPORARY SEEDING SCHEDULE (SHEET C001) FOR ALL EXPOSED SOILS FOR THE DURATION
OF CONSTRUCTION.
5. INSTALL PIPE-1 WITH INLET AND OUTLET PROTECTION AND TEMPORARY GRAVEL CONSTRUCTION ENTRANCE TO
PROVIDE ACCESS FROM PROVIDENCE MILL ROAD.
6. INSTALL SILT FENCE AND STONE OUTLET(S) AT INDICATED AREAS.
7. INSTALL SKIMMER BASIN AND PERMANENT OUTLET CONTROL STRUCTURE WITH OUTLET PIPE. ATTACH
FAIRCLOTH SKIMMER TO OUTLET CONTROL STRUCTURE WHILE BASIN IS USED AS SKIMMER. SKIMMER BASIN
TO REMAIN IN PLACE UNTIL ALL AREAS HAVE BEEN ADEQUATELY STABILIZED AND APPROVAL TO REMOVE
MEASURE HAS BEEN RECEIVED BY NCDEQ AND THE CATAWBA COUNTY.
8. INSTALL TEMPORARY DIVERSIONS TO CONVEY RUNOFF TO SKIMMER BASIN. MODIFY TEMPORARY DIVERSIONS
AS NEEDED DURING GRADING OPERATIONS TO ENSURE CONSTRUCTION RUNOFF IS DIRECTED TO SKIMMER
BASIN WITH POSITIVE DRAINAGE.
9. REMOVE EXISTING VEGETATION WITHIN GRADING LIMITS AND DISPOSE AT AN APPROVED SITE.
10. INSTALL PIPE NETWORK WITH INLET AND OUTLET PROTECTION. PIPE NETWORK MUST DISCHARGE TO SKIMMER
BASIN DURING CONSTRUCTION ACTIVITIES.
11. INSTALL ALL UNDERGROUND UTILITIES. ANY RUNOFF COLLECTED IN UTILITY TRENCHES MUST BE DEWATERED
TO THE SKIMMER BASIN THROUGH AN EFFLUENT BAG.
12. AFTER GRADING REACHES SUBGRADE ELEVATIONS, INSTALL STONE BASE IN PARKING AND BUILDING PAD
AREAS TO PROTECT EXPOSED SOILS.
13. STABILIZE ALL EXPOSED SOILS WITH SEEDING OR PERMANENT LANDSCAPING.
14. AFTER SITE STABILIZATION AND APPROVAL BY NCDEQ AND THE CATAWBA COUNTY, REMOVE SKIMMER BASIN
TO COMPLETE CONVERSION TO PERMANENT SAND FILTER FOR POST CONSTRUCTION STORMWATER CONTROL
AND COMPLETE FINE GRADING. DO NOT ALLOW DISCHARGE INTO SAND FILTER UNTIL SITE IS COMPLETELY
STABILIZED.
15. INSTALL REMAINING PERMANENT LANDSCAPING.
16. REMOVE REMAINING EROSION CONTROL MEASURES AFTER RELEASE BY PERMITTING AUTHORITIES.
sMYRE FARM RD.
m PROTECTION
STABILIZATION TIMEFRAMES
` hINT OF BEGINNING
I PROTECTION SEE
o / DET. 2/C904
1" PIPE FOUND
N.C. GRID NAD 83 (2011) I / / 1038- -/ SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS
N-6891444.09' / / DITCH TO BE LINED
ti E=1,361,281.45' I j / l / WITH CURLEX II
SEE DET. 1/C904 / PERIMETER DI EgALES, DITCHES,
SLOPES 7 DAYS NONE
�
_/• o�� / / O� HIGH QUAILTY WATER (HQW) ZONES 7 DAYS NONE
IF SLOPES ARE 10' OR LESS IN
SLOPES STEEPER THAN 3:1 7 DAYS LENGTH AND ARE NOT STEEPER
UTILITY EASEMENT BEFORE Y 0 U DIG! THAN 2:1, 14 DAYS AREA ALLOWED.
Q-
N62° 23'1� 5 10 Q SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER
o1' CALL 1-V 00-632-4949 THAN 50' LENGTH
UTILITY EASEMENT i q°j�'� N.C.ONE-CALL CENTER 14DAYS
S27° 20' 56"W '0 • o ALL OTHER AREAS WITH SLOPES NONE, EXCEPT FOR PERIMETERS
20.99 �• ,,� / `° FLATTER THAN 4:1 AND HQW ZONES
��°� ��" / ITS THE LAW!
4-R BARS �� 1 o / SEE SHEET C001 FOR COMPLETE NDPES PERMIT INFORMATION
FOUND
SITE
PROVIDENCE MILL RD. ?
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VICINITY MAP (NTS)
COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATION
AUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FOR
ALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.
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PHASE 1 ESC PLAN
PREPARED FOR:
TERAMORE DEVELOPMENT
PO BOX 6560
THOMASVILLE, GA 31758
DATE: REVISIONS:
SHEET SIZE:
24"x36"
DATE:
01/15/2020
PROJECT NUMBER:
3160622019
DRAWN BY:
J.EDWARDS
APPROVED BY.
J.CHURCH
SCALE:
1" = 30' (H)
(V)
30 15 0 30 60 SHEET:
C300
© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE

N11' 36' 09"W
10.53'
\ SKIMMER BASIN CALCULATIONS LEGEND
1 \' REBAR \ 1. DA = 1.05 ACRES
1 \ FOUND 2. DU= 1.05ACRES PROPERTY LINE
\ sn° 3. t, = 5 minutes 100 EXISTING CONTOURS
4. i=6.95
5. C = 0.6 a�n�
1 \ ROPOSED CONTOURS
cocoF \ 6. Quo = CiDA = = 4.38 fi3/s
190,
1 \ Q Fp \o9p 7. SA,q= 325Q10= (325)(4.38) = 1,424 ft2 - - BUILDING SETBACK
cF0�1 �2p 8. V,q = 1800DU = (1800) (1.05) = 1, 890 ft
1 TA \ 0 9. L:W=3.0- - - - - - - - - LANDSCAPE BUFFER
10. depth = 3.0
11. SApvd = (42)(93) = 3,555 ft2 P EX. OVERHEAD ELECTRIC
1 \ NORTH CAROLINA DEPARTMENT /\ \ \ 12. Vpvd 8,442 ft FO EX. FIBER OPTICS
1 \ OF TRANSPORTATION \ \ \ \ / / � \
D.B. 3336, PG. 1352 \ 13. LwEIR = 34
1 \ PARCEL G.1352 14. V@top2ft 61342ft3 SILT FENCE
1 \ ZONED: "R-40" (CATAWBA COUNTY) \ \ \ � \ L\ �hd� 15. Tdewater 3 days /
1 \ \ \\ \ \ 16• Qdewater-V@top 2KTdewate,=2,114ft3/d TEMPORARY DIVERSION
\ 8" REBAR SET \ \ NO' 01' 29T \ \
1 N.C. GRID-NAD 83 (2011) \0.61` \ \ \ \ LIMITS OF DISTURBANCE
1 N=689,936.98' \ \ \ \
1 1 E=1,361,124.37'
1 1 REBAR / / \ \ B�EBAR
FOUND
\� r�pENT) RIPRAP INLET PROTECTION
CHECK DAM SEE \ p
DET.4/C903 \ ,l, � OUTLET PROTECTION
m \ \
e'\RE`B FOUN_\ ��c A�
.118 A ES \ \ cA E� NCDOT HARDWARE CLOTH INLET
\ � F F
M E� MON�4C0 & PRI CILLA A. NAC o�\'T�Q \ \� DISK \ \ \ \\ PROTECTION
D\\. E�528, P 202 9•\ \ \ \
Z04ED: "HC" CAT COUNTY
N.C. GRID NAD 83 (2011) 1 / / ( `=tiy\d'� - -. \ \\ \ \ DITCH TO BE LINED \ '9�
z" REBAR FOUND 1 1 / o / 0'ox I � \ \\ \\ \ WITH CURLEX II \ �lo� GENERAL NOTES
N=689,855.36' 1 1 / �o � j, \ \\\ \ \ SEE DET. 1/C904 >p2s ` 1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
E=1,361,028.21' 2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
co 3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS.
o'1-` AR \ 5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS
\ ASSOCIATED WITH RELOCATION.
ml
CJP C�NCDaT� \ \
\196' \\\ \+ D�K\ \ \ \ \ 6. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND
1 /yam \. \\\\ \\` 9c\ \\\ \ \ WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
o �gS \ �R 2 \ \\ \ \ \ COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
1" PIPE c� \ s>4 \\\ \ !,RNA'IR FOUND \ \ \ \ MAINTENANCE PLAN
FOUND 1 \ y, \\ \ CAPI`Nke OTC \ 1. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EXISTING BUILDING DEMOLITION.
DISK \\ \ 2. CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENTATION CONTROL REQUIREMENTS AND SHALL
\\ \ \ LIMITS OF COMPLY WITH THE LATEST EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL
VASHTI LOCKEE BEARD / Q /y\ \\ \ \ \ DISTURBANCE \
/ ,. 9T \ \ MANUAL.
D.B. 1855, PG. 474 � / \ � -�y \\ \ 2.20± ACRES � \
PLAT BOOK 30 PAGE 155 / o✓ F� \\\ \ \ \ \�Po9 3. PER NPDES REQUIREMENTS, CHECK ALL EROSION AND SEDIMENTATION CONTROL DEVICES AND STORMWATER
PARCEL ID:366801190810 1 i / \ 9��\\\ \ \ \ \p RUNOFF DISCHARGES FROM EACH OUTFALL SHOULD BE INSPECTED EVERY SEVEN DAYS AND WITHIN 24 HOURS
ZONED: "HC" (CATAWBA COUNTY) AFTER ANY STORM EVENT. A RAINFALL GAUGE SHALL BE KEPT ON SITE, AND A RECORD OF RAINFALL AMOUNTS
row\ �oLo \ \ \ \ AND DATES MUST BE RECORDED AND KEPT ON SITE. RECORDS OF INSPECTIONS OF DEVICES AND OUTFALLS
SHOULD BE KEPT AND VISIBLE SEDIMENTATION OUTSIDE THE DISTURBED LIMITS SHOULD BE NOTED. ANY
\ ACTIONS TO CONTROL FUTURE RELEASES AND CLEANUP OF SEDIMENT MUST BE RECORDED. A SAMPLE LOG
+_ o✓ \� \ \ \ Fp FOR RECORD KEEPING IS AVAILABLE FROM NCDEQ DIVISION OF WATER QUALITY, STORMWATER AND GENERAL
PERMITS UNIT.
1 i / + TEMPORARY OF\� °�\� \ 4. CHECK ALL EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RUNOFF PRODUCING STORM EVENT AND
��y� \\\ \\\\ SILT FENCE SEE \\ F��2 MAKE ANY NECESSARY REPAIRS AS NEEDED TO ENSURE DEVICES ARE FUNCTIONING AS INTENDED.
DIVER (ENSURE
\� \ \\\ DET.2/C902
POSITIVE D NAGE) \\ ' 5. REMOVE SEDIMENT DEPOSITS FROM SILT FENCE AND STONE OUTLETS WHEN DEPOSITS REACH HALF
\\ \
1 / + OUTLET STRUCTURE SEE DET /C902 \� o \\\ \\�\ \ \ 8" REBAR SET \ �\ \
CAPACITY, REPAIR ANY BREAKS IMMEDIATELY.
I �Q, RIM : 1033.00 \ \\\� \ N.C. GRID-NAD 83•(2011J\ 6. REPLACE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY.
1 �0 18" HDPE INVOUT 1028.75Ifr689,6--42. 7. CONTRACTOR WILL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL FINES LEVIED DUE TO NOT MAINTAINING
SEE DET. 2/C905 \ \\ \\\ \ \E=1 36T,3 j \ ` \� PROPER EROSION CONTROL MEASURES AT ALL TIMES.
42'Wx93'Lx3'D
GEORGE GLENN & MARY BETH YOUNG SKIMMER BASIN
D.B. 3359, PG. 1223 1 2.0" FAIRCLOTH SKIMMER \\ rh\\ \ j \ \ j\ / \ \ EROSION CONTROL CONSTRUCTION SEQUENCE
PLAT BOOK 78, PAGE 1 1 / ' W/ 1.5" KNOCKOUT ORIFICE \ \ \\ i \\ // \\ \�\ \ \ \ \ 1. OBTAIN NECESSARY PERMITS FROM ALL REGULATORY AUTHORITIES. CONTRACTOR RESPONSIBLE FOR ALL
1-2/C903 DET
PARCEL ID:366801096597 SEE . \ \\ - , 1 \/ IG S \ \
1 / \`\ DEMO PERMITS AS WELL AS WASTE OR BORROW SITE SELECTION AND PERMITTING.
ZONED: "R-40" (CATAWBA COUNTY) 2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. SOFT DIG ALL
\\\I \ \ \ \ 1 \
C SS B RIPRAP UTILITIES WITHIN GRADING AREA TO IDENTIFY POTENTIAL CONFLICTS.
1 / / �^ / / - - - _ _ _ _ \ \ \ �t ` \ 1 I I I I I ` \ 3. STAKE -OUT ALL EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION.
SILT FENCE SEE _ 4. MAINTAIN NPDES TEMPORARY SEEDING SCHEDULE (SHEET C001) FOR ALL EXPOSED SOILS FOR THE DURATION
✓ -1030-
DET. 2/C902 I / / / �. - - - ✓ OF CONSTRUCTION.
\ 8�ED BAR � I I I I � 1 1 � / � � \ \
I / I �I 1 / \ 5. INSTALL PIPE-1 WITH INLET AND OUTLET PROTECTION AND TEMPORARY GRAVEL CONSTRUCTION ENTRANCE TO
FO N
1 / // / I I / I �` ►�J / / - - \ PROVIDE ACCESS FROM PROVIDENCE MILL ROAD.
TEMPORARY\ 1 �/ ✓ - \ 6. INSTALL SILT FENCE AND STONE OUTLET(S) AT INDICATED AREAS.
DIVERSION (ENSURE \I a / /�' 1 I (// \ 7. INSTALL SKIMMER BASIN AND PERMANENT OUTLET CONTROL STRUCTURE WITH OUTLET PIPE. ATTACH
POSITIVE DRAINAGE) �p \ co J I �)//) FAIRCLOTH SKIMMER TO OUTLET CONTROL STRUCTURE WHILE BASIN IS USED AS SKIMMER. SKIMMER BASIN
SEE DET. 3/C902 TO REMAIN IN PLACE UNTIL ALL AREAS HAVE BEEN ADEQUATELY STABILIZED AND APPROVAL TO REMOVE
1/2" PIPE FOUND 1 1 I o ✓' / / / ��, \° 'g / /) //� // \\ \ �// _ MEASURE HAS BEEN RECEIVED BY NCDEQ AND THE CATAWBA COUNTY.
N.C. GRID NAD 83 (2U11) o / / / �o �o�� �/ // 8. INSTALL TEMPORARY DIVERSIONS TO CONVEY RUNOFF TO SKIMMER BASIN. MODIFY TEMPORARY DIVERSIONS
N=689,600.03' 1� / TEMP. CONCR ,�p"��' �o / / // / // / \ AS NEEDED DURING GRADING OPERATIONS TO ENSURE CONSTRUCTION RUNOFF IS DIRECTED TO SKIMMER
E=1,361,065.27' \ 1 / 104 �040 WASHOUT
904 / �o�o - ������ BASIN WITH POSITIVE DRAINAGE.
/ �„ LL / ! eP 9. REMOVE EXISTING VEGETATION WITHIN GRADING LIMITS AND DISPOSE AT AN APPROVED SITE.
TIE LINE A� e REBAR F UN6
S6' 10' 31"E �\ A� / / CAPPED I��D�T/DI�K/ /�`` \ �aG`� 10. INSTALL PIPE NETWORK WITH INLET AND OUTLET PROTECTION. PIPE NETWORK MUST DISCHARGE TO SKIMMER
8.33' ��w I / L / QQ BASIN DURING CONSTRUCTION ACTIVITIES.
\P\ /) / / //%i/ 11. INSTALL ALL UNDERGROUND UTILITIES. ANY RUNOFF COLLECTED IN UTILITY TRENCHES MUST BE DEWATERED
z REBAR FOUND / / p� / / \ / / TO THE SKIMMER BASIN THROUGH AN EFFLUENT BAG.
INSIDE a' PIPE I EMP. PIPE INLET `� / / / / / V 12. AFTER GRADING REACHES SUBGRADE ELEVATIONS, INSTALL STONE BASE IN PARKING AND BUILDING PAD
PROTECTION SEE / AREAS TO PROTECT EXPOSED SOILS.
10 1039 I DET. 2/C904 J� 13. STABILIZE ALL EXPOSED SOILS WITH SEEDING OR PERMANENT LANDSCAPING.
�EB �Q I 14. AFTER SITE STABILIZATION AND APPROVAL BY NCDEQ AND THE CATAWBA COUNTY, REMOVE SKIMMER BASIN
IT �O�^� TO COMPLETE CONVERSION TO PERMANENT SAND FILTER FOR POST CONSTRUCTION STORMWATER CONTROL
/ 1p AND COMPLETE FINE GRADING. DO NOT ALLOW DISCHARGE INTO SAND FILTER UNTIL SITE IS COMPLETELY
TEMP. CONSTRUCTION
�° / / �S c5STABILIZED.
ENTRANCE SEE DET. 1/C902 . ^ ` �� / � y
15. INSTALL REMAINING PERMANENT LANDSCAPING.
DITCH TO BE LINED 16. REMOVE REMAINING EROSION CONTROL MEASURES AFTER RELEASE BY PERMITTING AUTHORITIES.
XX3 1? L co, �V �� , WITH CURLEX II
GEORGE GLENN & MARY BETH YOUNG 6� ��s `�9 1038 1 �^ ��k� o� �� ^\�o� SEE DET. 1/C904
D.B. 3359, PG. 1223 /6 7p �' ^ J l ^� COLD
PLAT BOOK 78, PAGE 1
PARCEL ID:366801096597 �� �, / / v� FLARED END SECTION _ _
ZONED: "R-40" (CATAWBA COUNTY) TEMP. INLET 7� �� o� �� / O o� SEE DET. 4/C904 _ _ BROAD RIW
PROTECTION SEE �9 �� ^O� Q� �y / / ��Q� O La X 9' R
,� ,t. OUTLET PROTECTION
DET. 5/C902 - / ^ / / QO' SEE DET. 4/C902
CURB INLET-1 7��,9 1 .4 ^
RIM : 1037.80' Q c ) Q C1
15" HDPE INV IN : 1034.60
15" HDPE INV OUT : 1034.50
SEE DET. 7/C901
/ Q
\ C)
OAK TREE HOLDING, LLC g' REBAR 40 /
D.B. 3359, PG. 1223 SET 4
m PARCEL ID:366801191368
ZONED: "HC" (CATAWBA COUNTY)
m / TEMP. PIPE INLET
hINT OF BEGINNING 1 PROTECTION SEE
o , DET. 2/C904
1" PIPE FOUND 1 , / 1038- -
/N.C. GRID NAD 83 (2011) /
N=689,444.09' / / / / DITCH TO BE LINED
E=1,361,281.45' I j / l / WITH CURLEX II
SEE DET. 1/C904
/ Y^
• i / moo/ 7 �� / ��_ /
UTILITY EASEMENT / / �� Q / BEFORE YOU DIG!
N62' 23' 19"W /
12.05' CALL 1-800-632-4949
UTILITY EASEMENT
S27'20'56"W �:. N.C. ONE -CALL CENTER
20.99' �.' � o,cb
4-REBARS
-1. o%aP� IT'S THE LAW!
FOUND
STABILIZATION TIMEFRAMES
sMYRE FARM RD.
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES, 7 DAYS NONE
SLOPES
0�
HIGH QUAILTY WATER (HQW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN
LENGTH AND ARE NOT STEEPER
THAN 2:1, 14 DAYS AREA ALLOWED.
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER
THAN 50' LENGTH
ALL OTHER AREAS WITH SLOPES
NONE, EXCEPT FOR PERIMETERS
FLATTER THAN 4:1
14 DAYS
AND HQW ZONES
SEE SHEET C001 FOR COMPLETE NDPES PERMIT INFORMATION
SITE
PROVIDENCE MILL RD. ?
0
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VICINITY MAP (NTS)
COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATION
AUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FOR
ALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.
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PHASE 2 ESC PLAN
PREPARED FOR:
TERAMORE DEVELOPMENT
PO BOX 6560
THOMASVILLE, GA 31758
DATE: REVISIONS:
SHEET SIZE:
24"x36"
DATE:
01/15/2020
PROJECT NUMBER:
3160622019
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
1" = 30' (H)
(V)
30 15 0 30 60 SHEET:
C301
© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE

N 11 ° 36' 09"W
10.53'
\ LEGEND
1 \ 7' REBAR \
1 \ FOUND \ s PROPERTY LINE
-too EXISTING CONTOURS
`� PROPOSED CONTOURS
BOO \
BUILDING SETBACK
coo
1 \m \ 10- - - - - - - - - LANDSCAPE BUFFER
P EX. OVERHEAD ELECTRIC
\ NORTH CAROLINA DEPARTMENT \ \ \
1 \ /\ � \ FO EX. FIBER OPTICS
1 OF TRANSPORTATION
\ D.B. 3336, PG. 1 1
PARCEL ID:36680190190 956 \ \ \ \ \ \ SILT FENCE Q�'`
1 \\ ZONED: "R-40" (CATAWBA COUNTY) \\\�\ \\ L\ ��� TEMPORARY DIVERSION
REBAR SET \ \ NO' 01' 29T \ \
1 N.C. GRID-NAD 83 (2011) \U.61` \ \ \ \ LIMITS OF DISTURBANCE
1 1 E=1,361,124.37'
1 1 FOUND REBAR / / \ \ B�EBAR
\� N 0 LIN ENT) RIPRAP INLET PROTECTION
OUTFALL #1 \ \ ���``- CQ, \ i,°y0
\
SEE \ "J(�' Q
DET.4/C903 \ ,l, � OUTLET PROTECTION
e\RE"BAR FOUNb\ �Oc P '!i ° o
.118 A ES \ \ cA E� NCDOT <o' °� 9 9� \ HARDWARE CLOTH INLET
\ � F F
M E� MON�C0 & PRI CILLA A. NAC Q \ \� DISK \ \ \ /I \\ 9\j� \ c� (�f� �F�� \ PROTECTION
D\\.13-2528, P 202 9•�r, \ \ \ \ / \ F Rio 17
ZOAED: "HC" CAT COUNTY
N.C. GRID NAD 83 (2011) 1 / / ( ` DITCH TO BE LINED
z" REBAR FOUND 1 \ / o / s�op�Q� \ \\ \\ \ WITH CURLEX II \ �lo� GENERAL NOTES
N=689,855.36' 1 1 / �o � �, ��,- \ \\\ \ \ SEE DET. 1/C904 1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
E=1,361,028.21' 2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS.
ARF�1id 5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS
co
m \\ \ ASSOCIATED WITH RELOCATION.
Im ? / / \ �� \\\i► D�K\ \ \ \ \ 6. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND
1 /yam / \. \\\\ \\` 9c\ \\\ \ \ WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
o 715,
49 2 \ \\ \ \ \ COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
\\\\ \ \ ♦ \
1" PIPE c� \s>4 \\\ \ e RCQA� FOUND \ \ \ \ MAINTENANCE PLAN
FOUND 1 \' y, \\ \ CAPI`Nke OTC \ 1. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY EXISTING BUILDING DEMOLITION.
DISK \\ \ 2. CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND SEDIMENTATION CONTROL REQUIREMENTS AND SHALL
LIMITS OF COMPLY WITH THE LATEST EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL
VASHTI LOCKEE BEARD Q , DISTURBANCE \ MANUAL.
D.B. 1855, PG. 474 / \ �y \\ \ 2.20± ACRES
\
PLAT BOOK 30 PAGE 155 / / \ <`01
\\\ \ \ \ boy 3. PER NPDES REQUIREMENTS, CHECK ALL EROSION AND SEDIMENTATION CONTROL DEVICES AND STORMWATER
PARCEL ID:366801190810 1 i / RUNOFF DISCHARGES FROM EACH OUTFACE SHOULD BE INSPECTED EVERY SEVEN DAYS AND WITHIN 24 HOURS
ZONED: "HC" (CATAWBA COUNTY) I / / / \ 9�\\\ \ \ \ \ AFTER ANY STORM EVENT. A RAINFALL GAUGE SHALL BE KEPT ON SITE, AND A RECORD OF RAINFALL AMOUNTS
)\,-f \\\ '7o'?o \ \ \ \ AND DATES MUST BE RECORDED AND KEPT ON SITE. RECORDS OF INSPECTIONS OF DEVICES AND OUTFALLS
SHOULD BE KEPT AND VISIBLE SEDIMENTATION OUTSIDE THE DISTURBED LIMITS SHOULD BE NOTED. ANY
ACTIONS TO CONTROL FUTURE RELEASES AND CLEANUP OF SEDIMENT MUST BE RECORDED. A SAMPLE LOG
\ \ FOR RECORD KEEPING IS AVAILABLE FROM NCDEQ DIVISION OF WATER QUALITY, STORMWATER AND GENERAL
-s• 8-6" PVC \ ��`�s�p�\\ � \ \ _ � � `�°PERMITS UNIT.
ROOF DRAINS\ \
1 / / SAND FILTER O \ \ \ oA
, ; ,o y'�� \\\\ \\ yL 4. CHECK ALL EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RUNOFF PRODUCING STORM EVENT AND
I / E DET. 1/C90
\ SILT FENCE SEE / \\ �F2� MAKE ANY NECESSARY REPAIRS AS NEEDED TO ENSURE DEVICES ARE FUNCTIONING AS INTENDED. DET.2/C902 \\ 5. REMOVE SEDIMENT DEPOSITS FROM SILT FENCE AND STONE OUTLETS WHEN DEPOSITS REACH HALF
Q
OUTLET STRUCTURE \\ \�\ \ 8" REBAR SET \ CAPACITY, REPAIR ANY BREAKS IMMEDIATELY.
RIM : 1033.00 N.C. GRID-NAD 83-(2Q11N 6. REPLACE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY.
1 �0 18"HDPE INV OUT 1028.75 }. •- _ \' \ \\ \\\ \ \ - I�fr689,697,Gi'' 1 \\ 7. CONTRACTOR WILL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL FINES LEVIED DUE TO NOT MAINTAINING
1 ? / SEE DET. 2/C905 ° \ \\ \E=1 36�42.25' \
/ \ ` \ PROPER EROSION CONTROL MEASURES AT ALL TIMES.
GEORGE GLENN & MARY BETH YOUNG
/ D.B. 3359, PG. 1223ol� DOLLAR GENERAL s` ,, EROSION CONTROL CONSTRUCTION SEQUENCE
� •� ` \ � � � / / \ \/ � \
PLAT BOOK 78, PAGE 1 r a` `a / 8,960 SQ.FT. e' \ \ \ \ �� -/i\ \ \ S \ \\ \ \ \ 1. OBTAIN NECESSARY PERMITS FROM ALL REGULATORY AUTHORITIES. CONTRACTOR RESPONSIBLE FOR ALL
PARCEL ID:366801096597 1 a, r�`'� / 37 PARKING SPACES \ \,.\ i \ `y \ DEMO PERMITS AS WELL AS WASTE OR BORROW SITE SELECTION AND PERMITTING.
ZONED: "R-40" (CATAWBA COUNTY) F.F.E.=1041.00 p� \' \\ _ �// �i \ \\ �\ \ ) - - - -
1 ? \\ \ \ 2. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. SOFT DIG ALL
CLEANOUTSAT \� - /� \ \ �\ 1 \ \ \ I \ UTILITIES WITHIN GRADING AREA TO IDENTIFY POTENTIAL CONFLICTS.
ALL BENDS / - - - \ o0 3. STAKE OUT ALL EROSION CONTROL MEASURES PRIOR TO CONSTRUCTION.
1 SEE DET. 3/C903 •:: / \ \ \ I / _ \� 4. MAINTAIN NPDES TEMPORARY SEEDING SCHEDULE (SHEET C001) FOR ALL EXPOSED SOILS FOR THE DURATION
v - _ _ _ -1030- \ OF CONSTRUCTION.
/ 1 i / !• \ \ FoEBAl1ND R I / I I III I I / / \ 5. INSTALL PIPE-1 WITH INLET AND OUTLET PROTECTION AND TEMPORARY GRAVEL CONSTRUCTION ENTRANCE TO
/ 1(� \ I I / I �` ►�JI/ / \ PROVIDE ACCESS FROM PROVIDENCE MILL ROAD.
✓ / - - - \ 6. INSTALL SILT FENCE AND STONE OUTLET(S) AT INDICATED AREAS.
7. INSTALL SKIMMER BASIN AND PERMANENT OUTLET CONTROL STRUCTURE WITH OUTLET PIPE. ATTACH
co �I �1 )�/ ) FAIRCLOTH SKIMMER TO OUTLET CONTROL STRUCTURE WHILE BASIN IS USED AS SKIMMER. SKIMMER BASIN
o�,h 1 `..:.; �. , / .; • _ - _ _ - ' \ \ o /� / /o // / - - - \ I _ ^ TO REMAIN IN PLACE UNTIL ALL AREAS HAVE BEEN ADEQUATELY STABILIZED AND APPROVAL TO REMOVE
1/2" PIPE FOUND g // MEASURE HAS BEEN RECEIVED BY NCDEQ AND THE CATAWBA COUNTY.
N.C. GRID NAD 83 (2011) v '; e • �� p0 l / / / / / \ / 8. INSTALL TEMPORARY DIVERSIONS TO CONVEY RUNOFF TO SKIMMER BASIN. MODIFY TEMPORARY DIVERSIONS
o '. / \ ,/ / /// / \ AS NEEDED DURING GRADING OPERATIONS TO ENSURE CONSTRUCTION RUNOFF IS DIRECTED TO SKIMMER
N=689,600.03' e / TEMP. CONCRET /
E=1,361,065.27' 1 :P WASHOUT - BASIN WITH POSITIVE DRAINAGE.
\ 1 / 1040 DET. 904 / / / / P�`` 9. REMOVE EXISTING VEGETATION WITHIN GRADING LIMITS AND DISPOSE AT AN APPROVED SITE.
TIE LINE / A� 8" REBAR F UN6
S6° 10' 31"E / CAPPED CDOT/DI3K I/` \ �aG� 10. INSTALL PIPE NETWORK WITH INLET AND OUTLET PROTECTION. PIPE NETWORK MUST DISCHARGE TO SKIMMER
8.33' / I / / / QQ BASIN DURING CONSTRUCTION ACTIVITIES.
11. INSTALL ALL UNDERGROUND UTILITIES. ANY RUNOFF COLLECTED IN UTILITY TRENCHES MUST BE DEWATERED
z REBAR FOUND / / / / \ / / TO THE SKIMMER BASIN THROUGH AN EFFLUENT BAG.
INSIDE 3,, PIPE I EMP. PIPE INLET `� / / / / / V 12. AFTER GRADING REACHES SUBGRADE ELEVATIONS, INSTALL STONE BASE IN PARKING AND BUILDING PAD
PROTECTION SEE / I AREAS TO PROTECT EXPOSED SOILS.
1039 DET.2/C904 13. STABILIZE ALL EXPOSED SOILS WITH SEEDING OR PERMANENT LANDSCAPING.
7039���Q I 14. AFTER SITE STABILIZATION AND APPROVAL BY NCDEQ AND THE CATAWBA COUNTY, REMOVE SKIMMER BASIN
EB
IT TO COMPLETE CONVERSION TO PERMANENT SAND FILTER FOR POST CONSTRUCTION STORMWATER CONTROL
o� ° / / - • �° AND COMPLETE FINE GRADING. DO NOT ALLOW DISCHARGE INTO SAND FILTER UNTIL SITE IS COMPLETELY
STABILIZED.
15. INSTALL REMAINING PERMANENT LANDSCAPING.
DITCH TO BE LINED 16. REMOVE REMAINING EROSION CONTROL MEASURES AFTER RELEASE BY PERMITTING AUTHORITIES.
W / 7� , WITH CURLEX II
GEORGE GLENN & MARY BETH YOUNG �G ��s �� 103B ,�'�� I ^ SEE DET. 1/C904
�
D.B. 3359, PG. 1223
PLAT BOOK 78, PAGE 1
PARCEL ID:366801096597 oM� / v� FLARED END SECTION _ _
"R7�
ZONED: "R-40" (CATAWBA COUNTY) ^ Q Q SEE DET. 4/C904 BROAD RIW
TEMP. INLET <v p La X 9-
PROTECTION SEE c�� I O ^yh / / Q' ' ' W2
OUTLET PROTECTION
DET. 5/C902 SEE DET. 4/C902
co 4W
CURB INLET - 1 �c� � , o � � •= Q
RIM : 1037.80 , Q Q C 1 Q
15" HDPE INV IN : 1034.60
15" HDPE INV OUT : 1034.50
SEE DET. 7/C901
Q�
/
\ o /
OAK TREE HOLDING, LLC g' REBAR o /
D.B. 3359, PG. 1223 SET
m PARCEL ID:366801191368
ZONED: "HC" (CATAWBA COUNTY) / ��
m / TEMP. PIPE INLET
` hINT OF BEGINNING I PROTECTION SEE
o , DET. 2/C904
1" PIPE FOUND I , / 1038- -
/N.C. GRID NAD 83 (2011) I / /
N=689,444.09' / / / / DITCH TO BE LINED
E=1,361,281.45' I j / l / WITH CURLEX II
ti•�= / / / / SEE DET. 1/C904
o``• Gj
• i / moo/ 7 �� / ��_ /
UTILITY EASEMENT / / �� Q / BEFORE YOU DIG!
N62° 23' 19"W /
12.05' CALL 1-800-632-4949
UTILITY EASEMENT
S27°20'56"W �:• N.C. ONE -CALL CENTER
20.99' �.' � o,cb
4-REBARS
-1. o%aP� !^4` / IT'S THE LAW!
FOUND
STABILIZATION TIMEFRAMES
sMYRE FARM RD.
SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES, 7 DAYS NONE
SLOPES
0�
HIGH QUAILTY WATER (HQW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN
LENGTH AND ARE NOT STEEPER
THAN 2:1, 14 DAYS AREA ALLOWED.
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER
THAN 50' LENGTH
ALL OTHER AREAS WITH SLOPES
NONE, EXCEPT FOR PERIMETERS
FLATTER THAN 4:1
14 DAYS
AND HQW ZONES
SEE SHEET C001 FOR COMPLETE NDPES PERMIT INFORMATION
SITE
PROVIDENCE MILL RD. ?
0
m
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o
0 9y�s
VICINITY MAP (NTS)
COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATION
AUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FOR
ALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.
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FINAL PHASE ESC PLAN
PREPARED FOR:
TERAMORE DEVELOPMENT
PO BOX 6560
THOMASVILLE, GA 31758
DATE: REVISIONS:
SHEET SIZE:
24"X36"
DATE:
01/15/2020
PROJECT NUMBER:
3160622019
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
1" = 30' (H)
(V)
30 15 0 30 60 SHEET:
C302
© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE

N 11 ° 36' 09"W
10.53'
1 \' REBAR \ To \
1 \ FOUND
o
190,
Xo
1 \ NORTH CAROLINA DEPARTMENT
1 \ OF TRANSPORTATION
D.B. 3336, PG. 1352 \
1 \ PARCEL ID:366801190956
1 \ ZONED: "R-40" (CATAWBA COUNTY)
1 \\ 8" REBAR SET \ \ NO'
1 N.C. GRID-NAD 83 (2011) \10.61`
1 N=689,936.98' \ \ \ \ \
E=1,361,124.37'
1 REBAR N \ \ B�EBAR
1 1 FOUND / k) ENloop UTILITY C�
POLE
Nloop
/ 6' OPAQUE \ \ \ \ \ ° O�j 0,
/ s
WOOD FENCE / \ \ 8°`RE`SAR FOU
`2,
SEE DET. 6/C901 A E� \\ \ \ \ CAI�E� NCDOT
1 0_1 / M ONE CO & PRI CILLA KONACC ,00-\'/' \ \\ DISK
D 2_2528, P
/ loop> Z04ED: " P� COUNTY � 9ti �
N.C. GRID NAD 83 (2011) � 1 / � ` Ftiy\d'� -. \\ \\ � \ � � ♦ � � °
z"REBAR FOUNDsod\sr \�
N=689,855.36' 1 1 / �G QO� 5 ��' \ x\ \ \ \ /02S
E=1,361,028.21'�\ \ \\ \ \ \
1 5oe� P� �o� 0�,�. I - �� �\ \'.-�y' ` \ \ \ `\` \ Ci,,A,•o� \moo \
01 10
\ \
1" PIPES,oGIiS\'� \\`\�\�
FOUND 1 `� / / / Fyn\ \ \ \\ \ CAPPEDQQT�
' ISK
rD-BOX
VASHTI LOCKEE BEARD CLEANOUTS AT D.B. 1855, PG. 474
PLAT BOOK 30 PAGE 155 BENDS SEE / t�� \\ �\ \ \ \\ \ {-� \ \ \ f'o9
PARCEL ID:366801190810 1 1 / / D /C90 / 4" SCH P
ZONED: "HC" (CATAWBA COUNTY) I / SEWER IN 10 00\\
/ 1 �� • :.-h�4 �,�, 110�2> 'ono \ � \ r 1-1
6' OPAQUE 1 / �p 211
WOOD FENCE
SEE DET. 6/C901- 61
N�
SAND FILTER .' Q�� �LgTF A qx \\\ \ \ q
A.
`"9°
1 \ y \ \N \ o
v " REBAR SE I
1 �� �� - _ �f, \\ \�► \\\\ }x N.C. GRID-NAD 83, 4011� \ °
/ c� �� 5� •�. °\'O \\\ \\\ . * I `\ - f 689,697, i' 1 \ F
PUBLIC WATER \E=1 36T-342.25' \\
SUPPLY WELL W/4'x
GEORGE GLENN & MARY BETH YOUNG lI U / / �,Vr ONCRETE PAD
D.B. 3359, PG. 1223 1 1 / ✓ 1" DOMESTI PZ SEE T. rt j j \\ \ j\ T \ \
n '` DOLLAR GENERAL •
PLAT BOOK 78, PAGE 1 1 rl 1 / 8,960 SQ.FT. WITH ATED \ aCOPPER /\ // \ \xsIG \ \
PARCEL ID:366801096597 / 37 PARKING SPACES / N OSURE IRRIGATION LINE
ZONED: "R-40" (CATAWBA COUNTY) 1 I / �� / F.F.E. = 1041.00 �p� \ TO BE DESIGNED 1_ _/// /i�� \ \\ F \ \ \ ) o
BY OTHERSo
f \\�� \ 1 \ \
1 ►, 3" SCH 40 PVC f" IRRIGATION RPZ LIGH ED PYLON SIGN PED.�
1 SEWER INV. = 1038.00 WITH HEATED \ I I
1,500GAL
. 1 ENCLOSURE \ GUY°� I s GUYIF�
SEPTIC TANK 1 1 Fi R P E HVAC UNITS % \ / / \ \ ANCHOR FOUND R I ANC/FIO� y I UT01�'h /0
GrYI�/
1036.E ,��' . .. �>�C\/ \ I POILEY� d� d� d A CHO � / ✓/ �°-
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N=689,600.03' 1 A' .� Q: l\i /�'��� / ^O ¢U /
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GEORGE GLENN & MARY BETH YOUNG 2�6 �OQ \ ,,�'' �o��^ \� a / o^� \c ` UTILITY
D.B. 3359, PG. 1223 >6 0 \ I V I / ^ `� POLE
PLAT BOOK 78, PAGE 1 \
PARCEL ID:366801096597 ^oM°j
ZONED: "R-40" (CATAWBA COUNTY) \ /I QO p ROAD RM
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WOOD FENCE
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OAK TREE HOLDING, LLC g' REBAR �o
D.B. 3359, PG. 1223 SET 4Sg°\"4 . UTILITY
= PARCEL ID:366801191368 x >>' / /E /
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/N.C. GRID NAD 83 (2011) 1
/ N=689,444.09'
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UTILITY EASEMENT
N62° 23' 19"W
12.05'
Q
UTILITY EASEMENT
20.99'
k° /
°
4 R ¢ FOUND
LEGEND
- - PROPERTY LINE
too EXISTING CONTOURS
10o PROPOSED CONTOURS
BUILDING SETBACK
- - - - - - - - - LANDSCAPE BUFFER
P EX. OVERHEAD ELECTRIC
FO EX. FIBER OPTICS
GENERAL NOTES
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS.
5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS
ASSOCIATED WITH RELOCATION.
6. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND
WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
ON -SITE UTILITY NOTES
1. FOR GENERAL SITE WORK, SEE SHEET C100.
2. ALL WATER DISTRIBUTION PIPE SHALL BE DUCTILE IRON WATER PIPE CONFORMING TO ALL STATE AND LOCAL
STANDARDS.
3. ALL DUCTILE IRON PIPE SHALL BE PRESSURE CLASS 50 OR GREATER.
4. ALL SANITARY SEWER PIPE SHALL BE SDR 35 PVC PIPE FOR GRAVITY FLOW AND SCH 40 FOR PRESSURED FLOW
(BEDDED IN STONE) CONFORMING TO ALL STATE AND LOCAL STANDARDS.
5. FITTINGS 4" AND LARGER SHALL BE DUCTILE IRON (PUSH -ON TYPE JOINT) CONFORMING TO ANSI AND AWWA
STANDARD SPECIFICATIONS.
6. PIPE AND FITTINGS 3" AND SMALLER ARE TO BE EITHER PVC SCHEDULE 40 WITH SOLVENT WELD JOINTS OR SOFT
K-COPPER. GATE VALVES SHALL BE TELESCOPE TYPES. ALL VALVES MUST BE MUELLER, M&H OR KENNEDY AND BE
RATED 175 PSI WORKING PRESSURE AND 300 PSI HYDROSTATIC TEST PRESSURE. ALL VALVES WILL BE OPEN LEFT
AND BE CAST OR DUCTILE IRON BODIED.
7. ALL WATER MAINS SHALL HAVE A MINIMUM COVER OF 3' ABOVE THE TOP OF THE PIPE.
8. THE MINIMUM HORIZONTAL SEPARATION BETWEEN THE CLOSEST TWO POINTS OF THE WATER AND SEWER LINE IS
TEN FEET (10'). THE MINIMUM VERTICAL SEPARATION BETWEEN THE CLOSEST TWO POINTS OF THE WATER AND
SEWER LINE IS EIGHTEEN INCHES (18").
9. THRUST BLOCKS SHALL BE PROVIDED AT ALL BENDS.
10. DIMENSIONS SHOWN ARE CENTERLINE OF PIPE OR FITTINGS.
11. ALL SPRINKLER, DOMESTIC, AND SANITARY LEADS TO THE BUILDING SHALL END 5' FROM THE EDGE OF BUILDING AS
SHOWN ON PLAN AND SHALL BE PROVIDED WITH A TEMPORARY PLUG AT END (FOR OTHERS TO REMOVE AND
EXTEND AS NECESSARY).
12. ALL WATER MAINS SHALL BE HYDROSTATICALLY TESTED AND DISINFECTED BEFORE ACCEPTANCE. SEE SITE
WORK SPECIFICATIONS.
13. ALL GATE VALVES/BOXES SHALL BE TO TOWN/CITY STANDARDS.
14. ALL TRENCHING, PIPE LAYING, AND BACKFILLING SHALL BE IN ACCORDANCE WITH FEDERAL OSHA REGULATIONS.
15. SEE SITE SPECIFICATIONS FOR BACKFILLING AND COMPACTION REQUIREMENTS.
16. SITE CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES HAVING JURISDICTION OVER THIS
SYSTEM PRIOR TO COMPLETION.
17. INSTALLATION OF THIS PLAN SHALL BE DONE IN STRICT ACCORDANCE WITH SITE WORK SPECIFICATIONS.
18. SEE ELECTRICAL PLAN FOR SITE LIGHTING LAYOUT.
19. SEE 'M' SHEETS FOR CONTINUATION OF FACILITIES INTO AND OUT OF THE BUILDING.
20. CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH LOCAL POWER PROVIDER FOR THE LOCATION OF THE
TRANSFORMER AND ANY NECESSARY CONDUITS.
21. CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH LOCAL TELECOMMUNICATION PROVIDER THE LOCATION
OF ANY PEDESTALS AND NECESSARY CONDUITS.
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW!
sMYRE FARM RD.
LOCAL UTILITY COMPANIES
UTILITY
COMPANY NAME
PHONE
WATER
CATAWBA COUNTY ENVIRONMENTAL
HEALTH DEPART.
[phone]
POWER
DUKE ENERGY
[phone]
TELEPHONE
CHARTER
[phone]
TELEPHONE
AT&T
[phone]
SANITARY SEWER
CATAWBA COUNTY ENVIRONMENTAL
HEALTH DEPART.
[phone]
SITE
PROVIDENCE MILL RD. ?
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VICINITY MAP (NTS)
COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATION
AUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FOR
ALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.
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L: UTILITY PLAN
PREPARED FOR:
TERAMORE DEVELOPMENT
PO BOX 6560
THOMASVILLE, GA 31758
DATE: REVISIONS:
SHEET SIZE:
24" x36"
DATE:
01/15/2020
PROJECT NUMBER:
3160622019
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
1" = 30' (H)
(V)
30 15 0 30 60 SHEET:
C400
© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE

1
C900
4
C900
7
C900
HEAVY-DUTY ASPHALT PAVING
1" ASPHALT SURFACE COAT (S9.513)
2" ASPHALT SURFACE COAT (S9.513)
8" ABC COMPACTED STONE BASE
(COMPACTED TO 100% MODIFIED PROCTOR)
COMPACTED SUB -GRADE (PER SPECS.)
GENERAL NOTES:
1. VERIFY EXACT PAVING DESIGN WITH GEOTECHNICAL ENGINEER FOR PROJECT
VAN ACCESSIBLE PARKING SIGN
WALL MOUNTED -
THIS SIGN TYPICAL AT ALL
"VAN ACCESSIBLE" PARKING SPACES
STANDARD ALUM. HANDICAPPED PARK
SIGN R7-8 FASTENED TO BUILD
STANDARD ALUM. MAXIMUM PENAL'
SIGN R7-8D FASTENED TO BUILDIN
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XIMUM
$250
12"
a
ONE SIGN PER HANDICAP
PARKING SPACE/ WHERE 2
SPACES FACE EACH OTHER, ONE
POST SHALL BE USED WITH
SIGNAGE ON EACH SIDE.
6" 18"
ASPHALT PAVING
SEE DETAIL
6"
a ; 1 RAID.
a
O O ASPHALT SHALL BET"'
-� ABOVE GUTTER EDGE
II I II I II 11 �
3000 PSI CONC. COMPACTED ABC
CURB AND GUTTER
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C900
ACCESSIBLE
PARKING SIGN, AS
REQUIRED
COLORED TOOLED/SERRATED SLIP
RESISTANT SURFACING AND/OR
TACTILE WARNING DEVICE AS
REQUIRED BY AMERICANS WITH
DISABILITIES ACT ACCESSIBILITY
GUIDELINES AND CODE REQUIREMENTS
8
C900
ACCESSIBLE
PARKING SIGN, AS
REQUIRED
STANDARD ASPHALT PAVING
011 AODUAI T 01 IDEA(IE rinAT /00 F0\
GENERAL NOTES:
1. VERIFY EXACT PAVING DESIGN WITH GEOTECHNICAL ENGINEER FOR PROJECT
HANDICAP RAMP
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4" PARKING SPACE
STRIPE. PAINT COLOR TO
BOLLARD PAINTED YELLOW BE PER THE AUTHORITY
AT PARKING SPACE IN HAVING JURISDICTION.
FRONT OF BUILDING STANDARD ACCESSIBLE
PARKING SYMBOL PAINTED
ON PAVEMENT. PAINT COLOR
TO BE PER THE AUTHORITY
HAVING JURISDICTION.
_4" STRIPES @ 24" O.C. AT 45
DEGREES. PAINT COLOR TO BE
PER THE AUTHORITY HAVING
JURISDICTION. 7
_C?
SEE PLAN
STRIPING
TOP COAT SHERWIN WILLIAMS -
PROMAR TRAFFIC MARKING
PAINT "H.C." BLUE
CIO
0
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MAX 2% SLOPE
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Ci
ALL ACCESSIBLE RAMPS AND
ACCESS AISLES SHALL MEET ALL
SEE SITE PLAN FOR CODES AND ADAAG REGULATIONS.
SIDEWALK WIDTH
O
DUMPSTER PAD SECTION-
4000 PSI CONCRETE WITH
W2.9 X W2.9 W.W.F. OR
# 3'S AT 18"
ASPHALT PAVING
SEE DETAIL
_x__ x—,. D
—� —8"— I i
—IIII � II i 1
COMPACTED SUB -GRADE
3
C900
6
C900
9
C900
HANDICAPPED PARKING SIGN
WALL MOUNTED
STANDARD ALUM. HANDICAPPED PARKING RESERVED
SIGN R7-8 FASTENED TO BUILDING PARKING
STANDARD ALUM. MAXIMUM PENALTY
SIGN R7-8D FASTENED TO BUILDING
MAXIMUM
PENALTY
250
12"
SIDEWALK
SIDEWALK/CURB SECTION
3000 PSI FIBER
REINFORCED CONCRETE
2% SLOPE
'd 4 .
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ALL SIDEWALKS TO HAVE
SEALED ISOLATION JOINTS
SIDEWALKS TO HAVE
BROOM FINISH
BOLLARD
x.— "-:-X A* .x X
1/2 " ROUND ASPHALT PAVING
SEE DETAIL
6"
ROUND CONC. TOP OF
PIPE SMOOTH
60 GA. STEEL BOLLARD
FILLED SOLID WITH 3000
PSI CONCRETE
COVERED BY YELLOW PLASTIC
(PROVIDED BY OTHERS)
FINISH GRADE/PAVING /
—X '.X•.'. •.K
CONCRET
3000 PSI N
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DETAILS
PREPARED FOR:
TERAMORE DE'
PO BOX 6560
THOMASVILLE,
JELOPMENT
GA 31758
DATE: REVISIONS:
SHEET SIZE:
24" x36"
DATE:
01/15/2020
PROJECT NUMBER:
3160622019
F7777
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
NTS (H)
(N)
SHEET:
C900
© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.

1
C901
4
C901
NCDOT ASPHALT PAVING
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DUMPSTER SCREENING -
2" 4"
'I PACING 4x4
1X6
FRONT 2X4
TOP VIEW
GATES SHALL BE CONSTRUCTED OUT OF STEEL
FRAME TUBING WITH PIVOT HINGES MOUNTED ON
6" STEEL PIPE BOLLARDS. PROPER LATCHING AND
LOCK HARDWARE SHALL BE PROVIDED IN ORDER
TO RESTRAIN AND/OR LOCK ENCLOSURE GATES
SHADOW BOX FENCING,
ATTACHED WITH 71r' GALC.
CARRIAGE BOLTS, (SOLID
COLOR STAIN)
lil��llll�lll�111
2"-3" DIRT
BACKFILL
0.31
UAIt
PAINT
PROVIDE SOLID 4" SUPPO
WHEEL AND GALV. BRACK
WOOD GA
II
PROVIDE SOLID 4" II •.
SUPPORT WHEEL
AND GALV. BRACKET
12'-0"
4x
1N
2x4
SPACE
IF AN UNOBSTRUCTED VIEW EXISTS OF A RESIDENTIAL BUILDING
BETWEEN TENANT PARCEL AND ADJACENT PARCEL, THEN
LESSOR SHALL CONSTRUCT A PRIVACY FENCE IN ACCORDANCE
WITH TENANT'S PROTOTYPE CRITERIA SET PLANS AND ANY
APPLICABLE GOVERNMENTAL REQUIREMENTS.
SIDE VIEW
NOTE:
1. WOOD TO BE TREATED PINE. USE GALVANIZED NAILS FOR
FASTENING.
2. NUMBER OF BOARDS WILL VARY DEPENDING ON SPACE
BETWEEN BOARDS AND ACTUAL WIDTH OF BOARDS.
— 4" DIA. SCHED. 40 PIPE W/SLOPED
MTL. CAP ON TOP MAXIMUM 6-0"
O.C. SET PIPE IN CONCRETE
FOOTING MIN. V-0" DIA. TO FROST
DEPTH
(FILL PIPE W/CONC. TO 4'-0" ABOVE
FIN. CONC. IN HIGH WIND LOAD
LOCATIONS.)
NOTES:
1. FOOTINGS SHALL EXTEND 3'-6" MINIMUM
BELOW FINISH GRADE.
2. SEE CIVIL DRAWINGS FOR DUMPSTER
ENCLOSURE LOCATION.
3. 8" THICK CONCRETE SLAB OVER 6"
THICK CRUSHED AGGREGATE. 12"X12"
THICKENED EDGE FOR APPROACH SLAB.
#4 REBAR @ 2'-0" O.C. EACH WAY.
4. BOLLARDS IN TRASH ENCLOSURE TO BE
PAINTED SAFETY YELLOW.
8" x 8" THICKENED
EDGE
GATE POSTS TO BE
PAINTED BLACK EQ. EQ,
8" CONC. SLAB REINF.
W/ W.W.F. 6"x6" - W2.9
TRASH ENCLOSURE PLAN xW2.9ON6"
AGGREGATE BASE
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6" BOLLARDS
GATE POSTS TO BE
PAINTED BLACK
6" BOLLARDS
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C901
7
C901
CONCRETE BRICK OR
PRE -CAST BOX
#4 BAR AT 8" 0.C.E.W.
6" #57 STONE COMPACTED
RECEIVING DOOR RAMP
S L(
STRIPING LEGEND
YELLOW CURBING
SURFACES SHOULD BE CLEAN, DRY AND METAL
AND BOLLARDS -
SURFACES FREE OF HEAVY RUST 2 COATS SHERWIN
PARKING LOT
WILLIAMS - KEM 4000 ACRYLIC ALKYD ENAMEL SAFETY
YELLOW 355Y300
STRIPING -
SURFACES SHOULD BE CLEAN, DRY. TOP COAT
PARKING LOT
SHERWIN WILLIAMS- PROMARTRAFFIC MARKING
PAINT YELLOW TM5495
HANDICAP
SURFACES SHOULD BE CLEAN, DRY. TOP COAT
STRIPING -
SHERWIN WILLIAMS- PROMARTRAFFIC MARKING
PARKING LOT
PAINT "H.C." BLUE
CONTRACTOR IS RESPONSIBLE FORALL PUBLIC UTILITY CONNECTIONS
(ELECTRIC, WATER, GAS, SEPTIC, SEWER) AS WELL AS PROVIDING ALL
INFRASTRUCTURES REQUIRED BY UTILITY COMPANY
DEPRESSED CURB
CURB INLET
1" RADIUS UNLESS
OTHERWISE SPECIFIED
INLET FRAME & GRATE
USF 5181-6420 FOR SAG INLETS & USF
5130-6431 FOR ON GRADE INLETS
UNLESS SPECIFIED OTHERWISE
CONC.GROUT
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3
C901
6
C901
8
C901
CONCRETE SIDEWALK JOINTS
TOOLED
JOINTS WITH
JOINT SEALER
WOOD SCREENING FENCE
_14LSPACING 4x4
1X6
FRONT 2X4
8'-0" MAX. POST SPACING
IF AN UNOBSTRUCTED VIEW EXISTS OF A RESIDENTIAL BUILDING
BETWEEN TENANT PARCEL AND ADJACENT PARCEL, THEN
LESSOR SHALL CONSTRUCT A PRIVACY FENCE IN ACCORDANCE
WITH TENANT'S PROTOTYPE CRITERIA SET PLANS AND ANY
APPLICABLE GOVERNMENTAL REQUIREMENTS.
REARVIEW
NOTE:
1. WOOD TO BE TREATED PINE. USE GALVANIZED NAILS FOR
FASTENING.
2. NUMBER OF BOARDS WILL VARY DEPENDING ON SPACE
BETWEEN BOARDS AND ACTUAL WIDTH OF BOARDS.
EMERGENCY SPILLWAY
T _
1�
L \
B
GENERAL NOTES:
1. T=24'
2. B=20'
3. LINE WITH CLASS B RIPRAP.
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DETAILS
PREPARED FOR:
TERAMORE DE'
PO BOX 6560
THOMASVILLE,
JELOPMENT
GA 31758
DATE: REVISIONS:
SHEET SIZE:
24" x36"
DATE:
01/15/2020
PROJECT NUMBER:
3160622019
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
NTS (H)
(N)
SHEET:
C901
© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.

1
C903
PL
INFLOW
AVERAGE_
WIDTH
* AREA OF
SURFACE /
PRIMARY S
INFLOW
FILTER FABRIC
SKIMMER SEDIMENT BASIN
1' rKtttiUHKU
BAFFLES 6" MIN. INVERT ELEV. OF
EMERGENCY SPILLWAY
2' DEWATERING
r _ ZONE
ARM ASSE"' "
PERSPECTIVE VIEW
PVC END
CAP PVC ELBOW
PVC END
CAP
PVC PIPE
1/2" HOLES IN
PVC TEE UNDERSIDE
FLEXIBLE
HOSE
"' =1 II
1' SEDIMENT CLASS B STONE PAD
STORAGE ZONE (4' x 4' x V MIN.)
CROSS-SECTION VIEW
WATER SURFACE
SCHEDULE 40
PVC PIPE
A
RGENCY
-LWAY
EMBANKMENT
EMERGENCY
SPILLWAY
- "C" ENCLOSURE
WATER ENTRY
UNIT
PVC VENT SCHEDULE 40
PIPE -N, ,-, PVC PIPE
PVC TEE
END VIEW FRONT VIEW
NOTE:
1. ALL SKIMMERS SHALL BE FAIRCLOTH SKIMMERS UNLESS OTHERWISE SPECIFIED.
ORIFICE
PLATE
BOTTOM SURFACE
GENERAL NOTES:
1. CLEAR, GRUB AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF
ORGANIC MATTER AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE MATERIAL TO THE DESIGNATED DISPOSAL AREA. PLACE TEMPORARY
SEDIMENT CONTROL MEASURES BELOW BASIN AS NEEDED.
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY, VEGETATION, ORGANIC MATTER AND OTHER OBJECTIONABLE MATERIAL.
PLACE THE FILL IN LIFTS NOT TO EXCEED 9 INCHES, AND MACHINE COMPACT IT. OVER THE FILL EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT.
3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER THE
SKIMMER OR PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE OR TIMBER.
4. PLACE THE BARREL *TYPICALLY 4-INCH SCHEDULE 40 PVC PIPE) ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL SUCH
AS SAND, GRAVEL OR CRUSHED STONE AS BACKFILL AROUND THE PIPE. PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4-INCH LAYERS AND COMPACT
IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM THE
FIRM CONTACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE HAUNCHES.
5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURES INSTRUCTIONS OR AS DESIGNED.
6. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT THE INLET OF THE BARREL PIPE. ATTACH THE FLEXIBLE JOIN TO THE
BARREL PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE SURE TO ATTACHED A ROPE TO THE SKIMMER AND ANCHOR IT TO THE
SIDE OF THE BASIN. THIS WILL BE USED TO PULL THE SKIMMER TO THE SIDE FOR MAINTENANCE.
7. EARTHEN SPILLWAYS - INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTENT POSSIBLE. THE ACHIEVEMENT OF PLANNED ELEVATIONS,
GRADE, DESIGN WIDTH AND ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE SPILLWAY. THE SPILLWAY SHOULD
BE LINED WITH LAMINATED PLASTIC OR IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE AND LONG ENOUGH TO COVER THE BOTTOM AND SIDES
AND EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY BE SECURED WITH 8-INCH STAPLES OR PINS. THE FABRIC MUST BE
LONG ENOUGH TO EXTEND DOWN THE SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE ON PIECE, NOT JOINED OR SPLICED;
OTHERWISE THE WATER CAN GET UNDER THE FABRIC. IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF THE SPILLWAY, MULTIPLE
SECTIONS, SPANNING THE COMPLETE WIDTH, MAY BE USED. THE UPPER SECTION(S) SHOULD OVERLAP THE LOWER SECTIONS(S) SO THAT WATER CANNOT FLOW
UNDER THE FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE FABRIC IN A TRENCH WITH STAPLES OR PINS.
8. INLET - DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE TEMPORARY SLOPE DRAINS OR DIVERSION WITH OUTLET PROTECTION TO
DIVERT SEDIMENT LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP EFFICIENCY.
9. EROSION CONTROL - CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT SURFACE WATER AWAY FROM THE BARE AREAS.
COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY EMBANKMENT AND ALL OTHER DISTURBED AREAS ABOVE
THE CREST OF THE PRINCIPAL SPILLWAY IMMEDIATELY AFTER CONSTRUCTION.
10. INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE 6.65.
11. AFTER ALL THE SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH
THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY.
MAINTENANCE NOTES:
1. INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.
REMOVED SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE.
PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST
AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
2. REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM.
3. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE WILL MAKE THE SKIMMER BOB UP AND DOWN AND
DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO
CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
4. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY
FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
5. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE
EMBANKMENT, SPILLWAYS AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS
IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS.
6. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER
FROM PLUGGING WITH ICE.
z
C903
INLET
PLAN VIEW
FENCE AND FABRIC
BURIED IN TRENCH STEEL POST
6"I TRENCH, I 1 2
BACKFKFILLED AND -►I�'] p
COMPACTED
SECTION VIEW AT OPENING
BAFFLE
GENERAL NOTES:
1. BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.
2. MOST OF THE SEDIMENT WILL ACCUMULATE IN THE 1 ST BAY,
WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.
3. PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH). PROVIDE
5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES.
4. BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET.
5. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS.
6. INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL.
7. PLEASE REFER TO NCESCPDM SECTION #6.65 FOR ADDITIONAL DESIGN SPECIFICATIONS
REGARDING BAFFLES.
OUTLET MAINTENANCE NOTES:
1. INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY.
2. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE
COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES.
TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT. SEDIMENT DEPTH
SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.
4. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE
ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE
AND STABILIZE IT.
SUPPORT ROPE TO
WIRE TO PREVENT
I SAGGING
SUPPORT POST,
24" INTO BOTTOM
OR SIDE STAKE TO
SUPPORT WIRE
4411 1 11 1 11 11 1 1;4
COIR MESH OR SIMILAR, STAPLED
OR TRENCHED INTO BOTTOM OR
SIDE
E&SC PERMANENT SEEDING SCHEDULE
* DO NOT USE WITHIN 25RIPARIAN BUFFER. SEE RIPARIAN SEEDING SCHEDULE FOR BUFFER SEEDING SPECS
MOUNTAINS
SEEDING DATES
SPECIES
RATE (lb/acre)
AUG. 15 - MAY 1
TALL FESCUE
100
**RYE GRAIN
40
SEPT. 1 -JUNE 1
SERICEA LESPEDEZA
15
**RYE GRAIN
40
JUNE 2 -AUG. 14
***GERMAN MILLET
10
*SUPPLEMENT WITH IRRIGATION
PIEDMONT
SEEDING DATES
SPECIES
RATE (lb/acre)
SEPT. 1 -MAY 1
TALL FESCUE
100
**RYE GRAIN
40
SERICEA LESPEDEZA
15
APRIL 15 - JUNE 30
BERMUDA GRASS
25
***GERMAN MILLET
10
JULY 1 -AUG. 30
-GERMAN MILLET
10
*SUPPLEMENT WITH IRRIGATION
COASTAL PLAIN
SEEDING DATES
SPECIES
RATE (lb/acre)
SEPT. 30 -APRIL 1
TALL FESCUE
100
**RYE GRAIN
40
SERICEA LESPEDEZA
15
APRIL 15 - JUNE 30
BERMUDA GRASS
25
***GERMAN MILLET
10
JULY 1 -SEPT. 29
***GERMAN MILLET
10
*SUPPLEMENT WITH IRRIGATION
*RESEED WITH NON -NURSE CROPS WITHIN ACCEPTABLE DATES
**MAY BE SUBSTITUTED WITH WHEAT AT 30 LBS/ACRE
***MAY BE SUBSTITUTED WITH BROWNTOP MILLET AT 10 LBS/ACRE
COMPLETE SEEDING EARLIER IN THE FALL, AND START LATER IN THE SPRING ON NORTH AND EAST FACING SLOPES.
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 4000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 1000 LB/ACRE 5-10-10 FERTILIZER.
MULCH
APPLY 4000-5000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCHING MATERIAL. ANCHOR
STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING. NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP
SLOPES.
MAINTENANCE
REFERTILIZE THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MOW NO MORE THAN ONCE PER YEAR. RESEED,
FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
SOIL PREPARATION:
SOIL TEST: SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT (PHOSPHORUS, POTASSIUM, CALCIUM
AND MAGNESIUM) LEVELS ARE IN A RANGE THAT FAVOR TURFGRASS GROWTH. THE SOIL TEST REPORT WILL INDICATE
NEEDED AMOUNTS OF FERTILIZER AND/OR LIME.
CLEAN AND ROUGH GRADE: REMOVE ALL DEBRIS FROM THE LOCATION TO BE PLANTED. THIS INCLUDES ROCKS, BOTTLES,
LARGE ROOTS AND OLD TREE TRUNKS. IF EXTENSIVE GRADING IS NEEDED, REMOVE THE TOPSOIL AND STOCKPILE IT FOR
REPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED.
THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING, ESPECIALLY IF THE GROUND IS WET. THIS
COMPACTED LAYER MUST BE BROKEN UP. A SPRING -TOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS; A
SMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES.
DEEP TILLAGE: ROTOTILLING LOOSENS COMPACTED SOIL AND IMPROVES THE SPEED AND DEPTH OF ROOTING. A
TRACTOR -MOUNTED OR SELF-PROPELLED TILLER WILL ADEQUATELY TILL THE SOIL. TAKE CARE NOT TO DESTROY THE
EXISTING TREES IN THE LAWN. CUTTING TOO MANY TREE ROOTS DURING SOIL TILLAGE CAN SEVERELY DAMAGE OR KILL A
TREE. TREES CAN ALSO BE SUFFOCATED BY DEEPLY COVERING THE ROOTS WITH SOIL. IF ADDITIONAL SOIL IS
NECESSARY AT A TREE BASE, CONSTRUCT A "TREE WELL."
REPLACE THE TOPSOIL: ONCE THE SUBSURFACE IS ESTABLISHED, RETURN THE TOPSOIL AND SPREAD UNIFORMLY OVER
THE ENTIRE AREA. ALLOW FOR AT LEAST 6 TO 8 INCHES OF DEPTH AFTER THE SOIL HAS SETTLED. THIS MEANS PLACING
ABOUT 8 TO 10 INCHES OF TOPSOIL OVER THE SUBSURFACE. IMPROVE THE SOIL BY ADDING ORGANIC MATTER. THIS
IMPROVES WATER RETENTION IN SANDY SOILS AND DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING.
E&SC TEMPORARY SEEDING SCHEDULE
MOUNTAINS
SEEDING DATES
SPECIES
RATE (lb/acre)
ABOVE 2500 FEET: FEB. 15 -MAY 15
BELOW 2500 FEET: FEB. 1 MAY 1
RYE (GRAIN)
120
ANNUAL LESPEDEZA (KOREAN)
50
MAY 15 - AUG. 15
GERMAN MILLET
40
AUG. 15 - DEC. 15
RYE (GRAIN)
120
PIEDMONT
SEEDING DATES
SPECIES
RATE (lb/acre)
JAN. 1 -MAY 1
RYE (GRAIN)
120
ANNUAL LESPEDEZA (KOBE)
50
MAY 1 -AUG. 15
GERMAN MILLET
40
AUG. 15 - DEC. 20
RYE (GRAIN)
120
COASTAL PLAIN
SEEDING DATES
SPECIES
RATE (lb/acre)
DEC. 1 -APRIL 15
RYE (GRAIN)
120
ANNUAL LESPEDEZA (KOBE)
50
APRIL 15 -AUG. 15
GERMAN MILLET
40
AUG. 15 - DEC. 30
RYE (GRAIN)
120
MAINTENANCE
REFERTILIZE IF GROWTH IN NOT FULLY ADEQUATE. RESEED, FERTILIZER, AND
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. TOPDRESS WITH
50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY
COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOREAN LESPEDEZA IN
LATE FEBRUARY OR EARLY MARCH.
SOIL PREPARATION:
SOIL TEST: SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT
(PHOSPHORUS, POTASSIUM, CALCIUM AND MAGNESIUM) LEVELS ARE IN A RANGE
THAT FAVOR TURFGRASS GROWTH. THE SOIL TEST REPORT WILL INDICATE
NEEDED AMOUNTS OF FERTILIZER AND/OR LIME.
CLEAN AND ROUGH GRADE: REMOVE ALL DEBRIS FROM THE LOCATION TO BE
PLANTED. THIS INCLUDES ROCKS, BOTTLES, LARGE ROOTS AND OLD TREE TRUNKS.
IF EXTENSIVE GRADING IS NEEDED, REMOVE THE TOPSOIL AND STOCKPILE IT FOR
REPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED.
THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING,
ESPECIALLY IF THE GROUND IS WET. THIS COMPACTED LAYER MUST BE BROKEN
UP. A SPRING -TOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS; A
SMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES.
DEEP TILLAGE: ROTOTILLING LOOSENS COMPACTED SOIL AND IMPROVES THE
SPEED AND DEPTH OF ROOTING. A TRACTOR -MOUNTED OR SELF-PROPELLED
TILLER WILL ADEQUATELY TILL THE SOIL. TAKE CARE NOT TO DESTROY THE
EXISTING TREES IN THE LAWN. CUTTING TOO MANY TREE ROOTS DURING SOIL
TILLAGE CAN SEVERELY DAMAGE OR KILL A TREE. TREES CAN ALSO BE
SOIL AMENDMENTS SUFFOCATED BY DEEPLY COVERING THE ROOTS WITH SOIL. IF ADDITIONAL SOIL IS
FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2000 LB/ACRE GROUND NECESSARY AT A TREE BASE, CONSTRUCT A "TREE WELL."
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. INCREASE FERTILIZER
RATE TO 1000 LB/ACRE IN THE FALL. REPLACE THE TOPSOIL: ONCE THE SUBSURFACE IS ESTABLISHED, RETURN THE
MULCH TOPSOIL AND SPREAD UNIFORMLY OVER THE ENTIRE AREA. ALLOW FOR AT LEAST
APPLY 4000-5000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OR ANOTHER SUITABLE 6 TO 8 INCHES OF DEPTH AFTER THE SOIL HAS SETTLED. THIS MEANS PLACING
MULCHING MATERIAL. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ABOUT 8 TO 10 INCHES OF TOPSOIL OVER THE SUBSURFACE. IMPROVE THE SOIL BY
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A ADDING ORGANIC MATTER. THIS IMPROVES WATER RETENTION IN SANDY SOILS
MULCH ANCHORING TOOL. AND DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING.
3
C903
PAVED AREAS
4
C903
CLEANOUT
ICK, 12" DIA.
APRON
PAVING SUB -PAVING
- GRAVEL BASE
COMPACTED OR
UNDISTURBED SO
TICK, 24"x24"
C.APRON
COMPACTED OR
UNDISTURBED SOIL
PAVED AREAS
(2-WAY CLEANOUT)
JOSAM SERIES 58860-22 ACCESS COVER AND CLEANOUT WITH O
TAPER THREAD BRONZE PLUG SERIES 58540-20 AND "SAN." ON
COVER (OR APPROVED EQUIVALENT).
OB NEENAH MODEL R-6660-DP LIGHT DUTY ACCESS COVER WITH
TWO (2) JOSAM SERIES 58190-22 CLEANOUTS WITH TAPER
THREAD BRONZE PLUG SERIES 58540-20 (OR APPROVED
EQUIVALENT).
CHECK DAM_
PRECAST CONCRETE
POURED IN PLACE OF
CONCRETE COLLAR
SCH. 40 PVC CAP
LANDSCAPED AREAS
SCH. 40 PVC
12" OF NCDOT #5 OR #57
GENERAL NOTES:
15
WASHED
STONE
1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER.
2. CHECK DAMS MAY BE USED IN SLOPING DITCHES OR CHANNELS TO
SLOW VELOCITY OR TO CREATE SEDIMENT TRAPS.
2
3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE TOE
2' MAX 1
FLOW
OF THE UPSTREAM DAM AT THE SAME ELEVATION AS DOWNSTREAM
AT CENTER
DAM (SEE DIAGRAM BELOW).
CLASS B RIPRAP
4. PLEASE REFER TO NCESCPDM SECTION #6.83 FOR ADDITIONAL DESIGN
SPECIFICATIONS REGARDING CHECK DAMS.
4' TO 6'
FILTER CLOTH
CROSS SECTION VIEW
I
MAXIMUM SPACING
lll_ -/11; A �B
EXISTING GROUND
A AND B ARE AT EQUAL ELEVATIONS 15MIN
5
C903
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DETAILS
PREPARED FOR:
TERAMORE DE'
PO BOX 6560
THOMASVILLE,
JELOPMENT
GA 31758
REVISIONS:
SHEET SIZE:
24"x36"
DATE:
01/15/2020
PROJECT NUMBER:
3160622019
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
NTS (H)
00
SHEET:
C903
© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.

1
C904
STEP 1 - SITE PREPARATION FIGURE C
PREPARE SITE TO DESIGN PROFILE AND GRADE. REMOVE DEBRIS, ROCKS,
CLODS, ETC.. GROUND SURFACE SHOULD BE SMOOTH PRIOR TO
INSTALLATION TO ENSURE BLANKET REMAINS IN CONTACT WITH SLOPE.
STEP 2 - SEEDING
SEEDING OF SITE SHOULD BE CONDUCTED TO DESIGN REQUIREMENTS OR TO
FOLLOW LOCAL OR STATE SEEDING REQUIREMENTS AS NECESSARY.
STEP 3 - STAPLE SELECTION
AT A MINIMUM, 6" LONG BY 1" CROWN, 11 GAUGE STAPLES ARE TO BE USED TO
SECURE THE BLANKET TO THE GROUND SURFACE. INSTALLATION IN ROCKY,
SANDY OR OTHER LOOSE SOIL MAY REQUIRE LONGER STAPLES.
STEP 4 - EXCAVATE ANCHOR TRENCH AND SECURE BLANKET
EXCAVATE A TRENCH ALONG THE TOP OF THE CHANNEL SIDE SLOPES AND ::'F
THE UPSTREAM TERMINAL END OF THE CHANNEL TO SECURE THE EDGES OF
THE BLANKET. THE TRENCH SHOULD RUN ALONG THE LENGTH AND WIDTH OF
THE INSTALLATION, BE 6" WIDE AND 6" DEEP. STAPLE BLANKET ALONG
BOTTOM OF TRENCH, FILL WITH COMPACTED SOIL, OVERLAP BLANKET
TOWARDS TOE OF SLOPE AND SECURE WITH ROW OF STAPLES (SHOWN IN
FIGURES A, H, E AND F).
STEP 5 - SECURE BODY OF BLANKET
ROLL BLANKET DOWN SLOPE FROM ANCHOR TRENCH. STAPLE BODY OF
BLANKET FOLLOWING THE PATTERN SHOWN IN FIGURE D AND I. LEAVE END OF
BLANKET UNSTAPLED TO ALLOW FOR OVERLAP SHOWN IN FIGURE B. PLACE
DOWNSTREAM BLANKET UNDERNEATH UPSTREAM BLANKET TO FORM SHINGLE
PATTERN. STAPLE SEAM AS SHOWN IN FIGURE E. SECURE DOWNSTREAM
BLANKET WITH STAPLING PATTERN SHOWN IN FIGURE D AND I. STAPLING
PATTERN SHOWN IN FIGURE D AND I REFLECTS MINIMUM STAPLES TO BE
USED. MORE STAPLES MAY BE REQUIRED TO ENSURE BLANKET IS
SUFFICIENTLY SECURED TO RESIST MOWERS AND FOOT TRAFFIC AND TO
ENSURE BLANKET IS IN CONTACT WITH SOIL SURFACE OVER THE ENTIRE AREA
OF BLANKET. FURTHER, CRITICAL POINTS REQUIRE ADDITIONAL STAPLES.
CRITICAL POINTS ARE IDENTIFIED IN FIGURE G AND J.
STEP 6- CONTINUE ALONG SLOPE - COMPLETE INSTALLATION
OVERLAP ADJACENT BLANKETS AS SHOWN IN FIGURE C AND REPEAT STEP 5.
SECURE TOE OF SLOPE USING STAPLING PATTERN SHOWN IN FIGURE E.
SECURE EDGES OF INSTALLATION BY STAPLING AT 1.0' INTERVALS ALONG THE
TERMINAL EDGE.
MAINTENANCE NOTES:
1. INSPECT ROLLED EROSION CONTROL PRODUCTS AT LEAST WEEKLY AND
AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAIN FALL EVENT
REPAIR IMMEDIATELY.
2. GOOD CONTACT WIT THE GROUND MUST BE MAINTAINED, AND EROSION
MUST NOT OCCUR BENEATH THE RECP.
3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE
CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED.
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE
PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED.
5. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER
IS ESTABLISHED.
4
C904
FIGURE F- PROFILE VIEW
ROLLED EROSION CONTROL MATTING INSTALLATION
FIGURE F
14=1
FIGURE A - BED INSTALLATION
BLANKET 3
BLANKET 2
FIGURE E
FIGURE B/
FIGURE E / •'' FIGURE C
BLANKET 3
_IGURE C / • ••
'' ' •
:'•r GROUND :•�Lf�7KET 1
SURFACE
., , A .
`:' ,
FIGURE B/
% FIGURE E
13CAllK;T2: :.,.•
GROUND
SURFACE ,
FIGURE F
FIGURE I
'`` y s' *SLOPE INSTALLATION APPROXIMATELY 200 STAPLES PER ROLL (8' OR 4'
*BED INSTALLATION - APPROXIMATELY 300 STAPLES PER ROLL (8' 1
WIDTH) REQUIRED - WIDE BLANKET SHOWN
OR 4' WIDTH) REQUIRED - WIDE BLANKET SHOWN FIGURE E
8" 4" FIGURE H - SLOPE INSTALLATION
GROUND
SURFACE
FIGURE B - PROFILE VIEW
FLOW
�3"�
BLANKET 1 BLANKET 2
GROUND
SURFACE
FIGURE C - CROSS SECTION
VIEW
CREST OF CREST OF
SLOPE SLOPE
TOE OF SLOPE
f
FIGURE G- CRITICAL
POINTS - BED
INSTALLATION
CONCRETE FLARED END SECTION
FLARED END SECTION -OUTLET
D
C B
w
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w
SLOPE
w
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SECTION X-X
NOTES:
1. STRUCTURAL DESIGN OF END SECTION
SHALL CONFORM WITH THAT OF
STANDARD REINFORCED CONCRETE
CULVERT PIPE.
2. CONSULT WITH MANUFACTURER FOR
FURTHER DETAILS NOT LISTED.
FLARED END SECTION -INLET
w
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D
C B
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SECTION Z-Z
PIPE WALL
DIAMETER THICKNESS SLOPE B C D E
12
2
3:1
24
48 7/8
72 7/8
30
15
21/4
3:1
27
46
73
30
18
21/2
3:1
27
46
73
36
24
3
3:1
43 1/2
30
73 1/2
48
30
3 1 /2
3:1
54
19 3/4
73 3/4
60
36
1 4
3:1
63
34 3/4
1 97 3/4
72
42
41/2
3:1
63
35
98
78
48
5
3:1
72
26
98
84
54
51/2
2.41
65
35
100
90
60
6
1 2:1
1 60
39
99
96
72
7
1 2:1
1 78
21
99
108
DIMENSIONS IN INCHES WEIGHTS IN POUNDS
X- DENOTES STAPLE
LOCATION
FIGURE D - PLAN VIEW- BED INSTALLATION
FIGURE I - PLAN VIEW - SLOPE
INSTALLATION
5
C904
8" _
CRITICAL POINT
_77
CRITICAL POINT
TERMINAL END
GROUND GROUND
SURFACE SURFACE
FIGURE J - CRITICAL POINT
SECURING - SLOPE INSTALLATION
BIKE RACK
CONCRETE PAD, 2000 PSI
ERTED 'U' STYLE BIKE RACK WITH
AROUND INSTALLATION. RACK MUST
MADE OF A RUST RESISTANT
TERIAL. SEE MANUFACTURER FOR
TALLATION REQUIREMENTS.
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CLASS B RIPRAP
FLOW
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ROCK PIPE INLET PROTECTION
�o
RIPRAP
WASHED STONE
GENERAL NOTES.
1. CLEAR THE AREA OF ALL DEBRIS THAT MIGHT HINDER EXCAVATION AND DISPOSAL OF SPOIL.
2. INSTALL THE CLASS B OR CLASS I RIPRAP IN A SEMI -CIRCLE AROUND THE PIPE INLET. THE STONE
SHOULD BE BUILT UP HIGH ON EACH END WHERE IT TIES INTO THE EMBANKMENT. THE MINIMUM
CREST WIDTH OF THE RIPRAP SHOULD BE 3 FEET, WITH A MINIMUM BOTTOM WIDTH OF 11 FEET. THE
MINIMUM HEIGHT SHOULD BE 2 FEET, BUT ALSO 1 FOOT LOWER THAN THE SHOULDER OF THE
EMBANKMENT OR DIVERSION.
3. A 1 FOOT THICK LAYER OF NCDOT #5 OR #57 STONE SHOULD BE PLACED ON THE OUTSIDE SLOPE OF
THE RIPRAP.
4. THE SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE OUTSIDE OF THE STONE
HORSESHOE 18 INCHES BELOW NATURAL GRADE.
5. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, FILL DEPRESSION AND
ESTABLISH FINAL GRADING ELEVATIONS, COMPACT AREA PROPERLY, AND STABILIZE WITH GROUND
COVER.
PIPE INVERT, 36" MAINTENANCE NOTES:
PIPE MAX 1. INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER SIGNIFICANT (1/2 INCH OR
GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE
SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACUMULATED
TO ONE-HALF THE DESIGN DEPTH OF TH TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE
DESIGNATED D I SPOSAL AREA AN D REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
2. CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROM THE STONE HORSESHOE
MUST BE REPLACED.
3. AFTER ALL THE SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED REMOVE THE
STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE
ADJOINING AREAS AND PROVIDE PERMANENT GROUND COVER.
NATURAL GROUND
RIPRAP HEADWALL, V MIN
HEIGHT FROM ROAD SHOULDER
_�13'�
NC DOT #5 OR #57
WASHED STONE
CLASS B RIPRAP
ABOVE GROUND CONCRETE WASHOUT.
A
PLAN
CLEARLY MARKED
CONCRETE SIGNAGE NOTING
WASHOUT DEVICE (18" X 24" MIN.)
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COMPACTED EARTH
SILT FENCE
SANDBAGS (TYP.)
OR STAPLES
10 MIL PLASTIC
LINING (ALL SIDES) 1' FREEBOARD
� 1:1 SIDE SLOPE rc:l
(TYP.)
6" V l � 3' MIN.
SANDBAGS (TYP.) SECTION A -A
OR STAPLES
HIGH COHESIVE &
LOW FILTRATION
SOIL BERM
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD.
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE
MAINTAINED WHEN THE LIQUID AND/OR SOLID
REACHES 75% OF THE STRUCTURES CAPACITY TO
PROVIDE ADEQUATE HOLDING CAPACITY WITH A
MINIMUM 12 INCHES OF FREEBOARD.
3. CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARLY MARKED WITH SIGNAGE NOTING DEVICE.
CONCRETE FLUME
SECTION 'A'
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DETAILS
PREPARED FOR:
TERAMORE DE'
PO BOX 6560
THOMASVILLE,
JELOPMENT
GA 31758
DATE: REVISIONS:
SHEET SIZE:
24"x36"
DATE:
01/15/2020
PROJECT NUMBER:
3160622019
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
NTS (H)
(V)
SHEET:
C904
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