NCC241333_Site Plan or Location Map_20240501

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EROSION & SEDIMENT CONTROL PLAN1520 MEADOWVIEW DRIVE Q
WILKESBORO.NC 28697 Q
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SURVEY: ENGINEER: SHEET INDEX r COVER SHEET
BLUE RIDGE GEOMATICS PA BREC, PA
OR:
1520 MEADOWVIEW DRIVE 1520 MEADOWVIEW DRIVE C000 COVER SHEET JAYPALPREPARED KALAGIRI
0001 NPDES NCG01 AYP
WILKESBORO, NC 28697 WILKESBORO, NC 28697 coot EXISTING CONDITIONS
LICENSE: C-3576 LICENSE: C-3448 C200 ES&C PLAN
C900 DETAILS DATE: REVISIONS:
C901 DETAILS
SHEET SIZE.
24"x36"
PROJECT NUMBER'.
7530012023
DRAWN BY'.
R.WALKER
APPROVED BY'.
M.PRESTWOOD
SCALE:
N.T.S. (H)
(V)
SHEET:
CITY/TOWN: KANNAPOLIS, NC SITE COORDINATES: LATITUDE = 36.527762° N LONGITUDE _ -80.696913° W C000
©COPYRIGHT 2024 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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NPDES CONSTRUCTION GENERAL PERMIT-NCG 010000 w
ENTIRE PERMIT CAN BE FOUND AT: .1 ~
GROUND STABIUZATION AND MATERIALS HANDUNG PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT o L.[..I
THE NCGO1 CONSTRUCTION GENERAL PERMIT STRUCTURE WITH LINER hltps:llfiles.nD.govincdeglEnergy%20Mineral%20and%20Land%20Resourresistorcocoa[erlNCG010000_Final_Permit_2019_04_01.pdf J
1. Maintain vehicles and equipment to prevent discharge of fluids. CL
Implementing the details and specifications on this plan sheet will result in the construction 2. •provide drip pans under any stored equipment. _ rk
activity being considered compliant with the Ground Stabilization and Materials Handling i.1.4 AA.,- �'i` ,`'71 n- •''W
3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the k1F,,t- wg� '0
sections of the NCGO1 Construction General Permit(Sections E and F,respectively).The project. '�11k:-i�-I fl i'r„14! ® 7$lr �VZc' O
permittee shall comply with the Erosion and Sediment Control plan approved by the ;-�" �.tT{r'.'k�b'+' iGGGk----.rrr-„c„r k •p (�
delegated authority having jurisdiction.All details and specifications shown on this sheet 4. Collect all spent fluids,store in separate containers and properly dispose as - I.-...__! --77��:: EROSION CONTROL CONTACT
hazardous waste(recycle when possible). Q
may not apply depending on site conditions and the delegated authority having jurisdiction. .�,-,,.., , ENGINEERING I PLANNING!ENVIRONMENTAL
5. Remove leaking vehicles and construction equipment from service until the problem �m-� (n
I SECTION E:GROUND STABIUZATION has been corrected. ���� �w� JAYPAL KALAGIRI [phone] Q
6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products 1520 MEADOWVIEW DRIVE
Required Ground Stabilization Timeframes wv t 1 1i1 %� axe WILKESBORO,NC 28697 I0
to a recycling or disposal center that handles these materials.
Stabilize within this �.""�� ""' 336.844.4088 hllp:llbrec.biz LLI
Site Area Description many calendar Timeframe variations era resrs,A clad sra,vruar amour raer,x mum sreOrrsr
days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE -
land disturbance 1. Never bury or burn waste.Place litter and debris in approved waste containers. �v`c,VNICA�Oirr LULL
(a) Perimeter dikes, 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS
wales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site. �,
perimeter slopes 3. Locate waste containers at least 50 feet away from storm drain inlets and surface 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local •
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(b) High Quality Water None waters unless no other alternatives are reasonably available. and stateolidwasteregulationsandatana approved - „r'e N . ▪ IA
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4. Locate waste containers on areas that do not receive substantial amounts of mnaff(HqW)Zones 3. Manage washout from mortar a mixers in accordance with the above item and in �jj� ��J ��m
from upland areas and does not drain directly to a storm drain,stream or wetland. addition lace the mixer and associated materials on impervious barrier and within �/���s
(c) Slopes steeper than If slopes are 10'or less in length and are e /' V 'co
7 not stee than 2:1,14 5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence.
3:1 per days are provide secondary containment.Repair or replace damaged waste containers. 4. Install tentwhere applicable.If an GINE O • co
allowedtemporary concrete washouts per local requirements, %'t9`,.N E: O M
-7 days for slopester than 50'in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for i9 O eG
length and with slopessteeper than 4:1 7. Empty waste containers as needed to prevent overflow.Clean up immediately if and approval.If local standard details are not available,use one of the two �r+V'.pRES xx`
-7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided on this detail. rr irrii llrtakt \ Cr)
(d) Slopes 3:l to 4:1 14 ditches,perimeter slopes and HQW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk ZQ
Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections.Stormwater accumulated within the washout may not be pumped into or 02)2212024
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters.Liquid waste must•
-7 da for ter dikes,swales, PAINT AND OTHER LIQUID WASTE be pumped out and removed From project.
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ys perime 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
Areas with slopes ditches,perimeter slopes and HQW Zones 1. Do not dump paint and other liquid waste into storm drains,streams car wetlands. Ilea k
(e) pes an be shown that no other alternatives are reasonably available.At a minimum, aNaa kaayrA
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flatter than 4:1 14 -10 here is ereslfor osLakeWatershedunless 2. Locate paint sneethwashouts at least 50 feet away from storm drain inlets and surface install protection of storm drain inlet(s)closest to the washout which could receive a kREC.p _1
there is zero slope waters unless no other alternatives are reasonably available. spills or overflow. ,,�'FIPOgq'4 as J
Note:After the permanent cessation of construction activities,any areas with temporary 3. Contain liquid wastes in a controlled area. 7. Locate washouts in an easily accessible area,on level ground and install a stone :Cs '..act• V
ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site. entrance pad in front of the washout.Additional controls may be required by the
practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving authority. fNCBELS#C-3448; In
activity.Temporary ground stabilization shall be maintained in a manner to render the construction sites. 8. Install at least one sign directing concrete trucks to the washout within the project i (-
surface stable against accelerated erosion until permanent ground stabilization is achieved. limits.Post signage on the washout itself to identify this location. 2.• P` (]
PORTABLE TOILETS 'q O ••.....•••'\\s�
9. Remove leavings from the washout when at approximately 75%capacity to limit aaa �.•• z
GROUND STABILIZATION SPECIFICATION 1. Install portable toilets on level d,at least 50 feet away from storm drains, e CAROAa
Stabilize the ground sufficiently so that rain will not dislodge the soil.Use one of thePo ground, y coplonvnt wh.Rnol longer
erunctinsaal.When
alternative
structural aa•ak (]
streams
or wetlandsibl,provide
istcno alternative blreesonatlb hind silt fence
or place componentscts,follow m no manufacturer's
is instructions.
Wsen utilizing alternative or proprietary
techniques in the table below: offset is not attainable,provide relocation of portable toilet behind silt fence or products, manufacturer's instructions.
Temporary Stabilinuee Permanent Stabilisation 7 on gravel pad and surround with sand bags. 10. At the completion of the concrete work,remove remaining leavings and dispose of
•Temporary grass seed covered with straw or •Permanent grass wed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or in high in an approved disposal facility.Fill pit,if applicable,and stabilize any disturbance
other mulches and tackifiers other mulches and tackifiers foot traffic areas. caused by removal of washout.
•Hydroseeding •oeotextile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material.
•Rolled erosion control product:with or reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
without temporary grass seed •Hydroseeding with properly operating unit.
•Appropriately applied straw or other mulch •Shrubs or other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDES
•Plastic sheeting with mulch 1. Store and apply herbicides,pesticides and rodenticides in accordance with label
•Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT restrictions. z
sufficient to restrain erosion 1. Show stockpile locations on plans.Locate earthen-material stockpile areas at least 2. Store herbicides,pesticides and rodenticides in their original containers with the Q
•Structural methods such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls label,which lists directions for use,ingredients and first aid steps in case of
retaining walls and surface waters unless it can be shown no other alternatives are reasonably
•Rolled erosion control products with grass seed I available. accidental poisoning.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of 3. Do not store herbicides,pesticides and rodenticides in areas where flooding is ,1-7/ 0-
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. possible or where they may spill or leak into wells,Stormwater drains,ground wateror LJ_ -Isurface water.If a spill occurs,clean area immediately. LLf O
1. Select flocculants that are appropriate far the soils being exposed during 3. Provide stable stone access point when feasible. 4. Do not stockpile these materials ensue.
construction,selecting from the NCDWR List of Approved PAMS/Flocculonts. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance rr�s�
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements.Soil stabilization is defined O 1LL
3. Apply flocculants at the concentrations specified in the NCDWR List of Approved vegetative,physical or chemical coverage techniques that will restrain accelerated n/ r
PAMS/Flocculonts and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. HAZARDOUSANDnated WASTE LJ_
4. Provide pending area for containment of treated Stormwater before discharging 1. Create designated hazardous waste collection areas on-site.
offsite. 2. Place hazardous waste containers under cover or in secondary containment. O
5. Storeflocculants in leak-proof containers that are kept under storm-resistant cover i' 21 NORTH CAROLINA 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground. N /1
or surrounded by secondary containment structures. St7_4I Environmental Quality V I-
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 Q z
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PART III PART III PART III _Iv`^J
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING O -x
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SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTING r..• �Z
Self-inspections are required during normal business hours in accordance with the table 1.E&SC Plan Documentation 1.Occurrences that Must be Reported ��lf
below.When adverse weather or site conditions would cause the safety of the inspection The approved E&SC plan as well as any approved deviation shall be kept on the site.The Permittees shall report the following occurrences: Z 0
personnel to be in jeopardy,the inspection may be delayed until the next business day on approved E&SC plan must be kept up-to-date throughout the coverage under this permit. -
which it is safe to perform the inspection.In addition,when a storm event of equal to or (a) Visible sediment deposition in astream or wetland. Z
greater than 1.0inch occurs outside of normal business hours,the self-inspection shall be The followingt items sdurpertainnnortal busiSCness
plans usll be kept on site and available for
inspection at all times during normal business hours. Q O
performed upon the commencement ofthe next business day.Anytime when inspections (b) Oil spills if: nN/
were delayed shall be noted in the Inspection Record. Item to Document Dpamentirtlon Requirements • They are 25 gallons or more,
Fwvvvriw (a)Each E&SC measum has be en ineSalAd Initial and date each E&SC measure en a copy • They are less than 25 gallons but cannot be cleaned up within 24 hours, LLJ
imyem laming normal inspection records must include. and does not significantly deviate fromthe of the approved E&SC plan or complete,date They cause surface waters(regardless of volume,or
Hours) locations,dimensions and relative elevations and sign an inspection report that lists each • ey caus )
III Min gaup pally Daily rainfall amounts.ea shown on the approved E&SC plan. E&SC measure shown on the approved E&SC • They are within 100 feet of surface waters(regardless of volume).
Inetl Ili melon or plan.This documentation is required upon the
goodworking ,an no individual day: _ initial installation of the E&SC measures or if
periods,
er available,record the cumulative
mu ava measurement
imam the E&SC measures are modified after initial (CI Releases of hazardous substances in excess of reportable quantities under Section 311
needed).o hall fie record.as installation. of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
'Thepermirceenmay use another rainmonimring device Is)A phase of grading has been completed Initial and dares corm of the approved E&SC (Ref:40 CFR 302.4)or G.S.143-215.85.
(2) eastonceper1.E&SC approvedbaionp inspected, plan complete,date and sign inspection
measures and report toindicate completion of the (el) Anticipated bypasses and unanticipated bypasses.
and within 24 3.Identification
nor person perfor`misng the pectwn, construction phase.
hours of a rain A Inch In opce�Nn of whether the measures were operating (cf Ground cover is located and installed Initial and date a copy of the approved E&SC NPDES NCGO1
24 hours 5.Description of maintenance needs for...measure, In accordance with the approved E&SC plan or complete,date and sign an inspection (e) Noncompliance with the conditions of this permit that may endanger health or the
6.Description,evidence,and date of corrective actions taken. plan. report to indicate compliance with approved environment.e
(3)Stormwater At least once per 1.Identification of the discharge outfalls inspected, ground cover specifications.
dischge 2 calendar days 2.Pate and time of the inspection,
ils(SPCsl Idl The maintenance and repair Complete,date and sign an inspection report. 2.Reportingrmeframes and Other Requirements PREPARED FOR:
nud
f all E&SC measures JAYPAL KALAGIRI
oil requirements for After a permittee becomes aware of an occurrence that must be reported,he shall contact
event um of heemeating Ormmsuspended
s of cads or diutioosua as- have been performed. rhea t Division re office within the timeframes and in accordance with the
24 hours nth In 5.Indicationaofnvisibleudiment leaiving the itieaatlan, appropriate regional
Description,evidence,and date of corrective actions taken. (el Corrective actions have been taken Initial and dateecopy of the approved E&SC other requirements nt listed below.Occurrences outside normal business hours may also be
Ial Foists of outside she mints,Men a record to MSC measures. plan or complete,date and sign an inspection reported to the Department's Environmental Emergency Center personnel at(800)
site al least once of the following shall he made: report to indicate the completion of the
and iwkhin lays dean p stabilize Me sediment that has left corrective action. 858-0368.
hop,of1oanc o 2.Additional Documentation to be Kept on Site occurrence Re event sin and date of corrective actions taken,and P porting Timebamesomalo Discovery)nandets Other Requirements
24 hours ion as to the actions taken Mcontrolfumre In addition to the E&SC plan documents above,the following items shall be kept on the (a)visible sediment • Within.hours,an oral or electronic notification.
site and available for inspectors at all times during normal business hours,unless the deposition ina • Within 7 calendar days,a report that contains a description of the
Ise strems or increased visible sedimentation a Division provides a site-specific exemption based on unique site conditions that make stream or wetland sediment and actions taken to address the cause of the deposition.
wetlandsute turbidity hallbede, this requirement not practical: y waver requirement port on
or oftsce andiwhM1intlapa has visible
of the following shall be made, P Division staff may ore re I for written re
Icon hours of a ran, n scription,evidence and date of coettive actions taken,andcase-by-case basis.
DATE. REVISIONS:
accessible( event,1.0 in.," 2 Records of the required reports to the appropriate Division (a) This General Permit as well as the Certificate of Coverage,after it is received. •If the stream is named on the NC 3131c1listasimpairedforsediment-
24 hours Regional Office per Part III,Section C,em(2)(a)of this permit related causes,the permittee may be required to perform additional
:6aelouta Aon fter e'csn phase gr measures,clearing ading(installation of teMe� (b) Records of inspections made during the previous twelve months.The permittee shall monitoring,inspections or apply more stringent practices Rstaff
measures grubbing,_ _ _ rat ng ord the required observations on the Inspection Record Form provided by the determine dedadditional requirements are needed to assure compliance
R on orredevelopmeon of all en,permanent Division or similar inspection form that includes all the required elements.Use of within 2d the hours,l or
impaired-waters
rele son,,erscontlitions. •
ground rO1ef)ryce electronically available records in lieu of the required paper copies will be allowed if (b)011 spills and • Within 14 hours,an oral or electronic notification.The notification
2.Documentation that Me required ground stabilizationshown to provide (access and utility the its. hazarrelease dous
shall include information about the date,time,nature,volume and
measures been prove qua tyas hard-copy recor hazardous location M the spill cr release.
timefraono iz,iew assurrance Mat y will be provided as 3.Documentation to be Retained for Three Years substances per Item
a m All data used to complete the a-NOI and all inspection records shall be maintained fora period 1(b)-(c)above
NOTE:The rain inspection resets the required 7 calendar day inspection requirement. of three years after project completion and made available upon request.[40 CFR 122.41] bypasses Anticipated •The reportk,vserende an before do cartan e associated the quality
bypasses R e ere of the bll include an evaluation of the anticipated quality and
122.41(m)(3fl effect of the bypass. SHEET SIZE:
PART II,SECTIONG,ITEM(4) (d)UnaMkipated • within 24 hours,an oral or electronic notification. 24i'x36"
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT bypasses[40 CFR • Within,calendar days,a report that includes an evaluation of the
122.41(m)(3fl quality and effect of the bypass. PROJECT NUMBER:
(e) pli na • Withinuhors,an oral or electronic notification. 7530012023
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down withh the the conditions • within 7 calendar days,a report that contains a description of the DRAWN BY
for maintenance or close out unless this is infeasible.The circumstances in which it is not feasible to withdraw water from the surface shall be rare(for example,times with extended cold weather). of this permit that ncompliance,ndits causes:the period of noncompliance, R.WALKER
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met may endanger including exact dates and times,and if the noncompliance has not
health or the been corrected,the anticipated time noncompliance is expected to
(a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur.The non-surface withdrawal envronn'n-WM continuer and steps taken or planned to reduce,eliminate,and APPROVED BY:
shall not commence until the E&SC plan authority has approved these Items, CFR 122.41(1)(7)1 prevent reoccurrence of the noncompliance.[40 CFR 122A1(n(6). M.PRESTWOOD
• Division staff may waive the requirement for a written report ona
(b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III,Section C,Item(2)(c)and(d)of this permit, case-by-case basis. SCALE:
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin.Examples of appropriate controls include
properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems, N.T.S. (H)
(d) Vegetated,upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item(c)above, (V)
(e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and �I:NORTH CAROLINA
(f) Sediment removed from the dewatering treatment devices described in Item(c)above is disposed of in a manner that does not cause deposition of sediment into waters of the United States. F7!' 'Environmental Quality SHEET:
NCGO1 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE:04/01/19 cool
©COPYRIGHT 2024 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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I-
AMERICAN EXCELSIOR CURLEX II MATTING INSTALLATION 2 _ SILT FENCE w
C900 C900 STEEL POST I
WIRE FENCING
WIRE FENCING 8'MAX -I FILTER FABRIC
#57 STONE CL
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WOVEN FILTER FABRIC M•11 Mil 30"MIN w QF. BNcwBBRluc Puuuwc Q
TRENCH APPROX. ENGINEERING����� F K O IENNRONMEMPL
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10•WIDE x B•DEEP IMME111.....................1...1 5� U)
••• SEE DETAILS 1...111 1�=■ LL LL FLOW � Q
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• vaava M=MMMEM--^� -E�.-� 1520 MEADOWVIEW DRIVE
• FLOW I I $"MIN WILKESBORO,NC 28697 I0
• SOIL PILE �� I 336.844.4088 hTp:/Ibrec.biz LLi
• • FROM TRENCH N
FOR CHANNEL TRENCHING METHOD, • /\ • • • TOP OF BLANKET - 1lili li-J._-itil-1 rilill LL
SEE DETAIL l/38913 •• / J I�„LItI4t11101_,''- -ITIJL1iu UIJL1ll Ll
•••• •/ SIDE SEAM OVERLAP, 1'0.OF STAPLES, 114[' �A`A,�`A GAF?, W x'O.C.
/ \ / SEE DETAIL 6l3 GENERAL NOTES: 4"MIN , �'
2 ROWS OF STAPLES, O."ESS/�.,
CHANNEL BLANKET END / \ STAGGERED,6.O.C., • ;'Q-0 rge N9;9 ; LLJ
••• OF ROLL OVERLAP, \ \1 / EA DIR. 1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95%BY WEIGHT OF POLYOLEFINS OR 9. WHEN A WIRE MESH SUPPORT FENCE IS USED,SPACE POSTS A MAXIMUM OF 8 FEET APART. _ :y
SEE DETAILTl3 1 • • • • •
STEP 1 POLYESTER,WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24 INCHES. (/�{//�j '. �m
\ THE REQUIREMENTS IN ASTM D 6461,WHICH IS SHOWN IN PART IN TABLE 6.62b. 10. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE WIRE MESH /�- '4 ,fit_-1-
• \ \ 2. SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS SUPPORT FENCE.SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO POSTS.WIRE OR N
••` \ \ FLow 2ROWS OF RED,STAPES TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH. %'7s`FNGINEE' OO��
•
/ TEMPERATURE RANGE OF0T0120`F. 11. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND B INCHES DEEP ALONG THE y a O C
••• * •• •••.....•• \ \ • •• COEA.DID. 3 ENSURE HAT PASTS OR SEDIMENT FENCES ARE 1 25 LBIL NEAR FT MINI UM STEEL WITH A PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARR ER '',-�(,'P S"V G` T F M I21 MINIMUM LENGTH OF 5 FEET.MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS TO 12. PLACE 12INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH. , RE 1AxVx�\ (n
\ I '� FACILITATE FASTENING THE FABRIC. 13. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT. Z
4. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC,USE WIRE FENCE WITH A THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE.\ itilio
\ \ \ SOIL FILLED MINIMUM I4 GAUGE AND AMAXIMUM MESH SPACING OF 6INCHES. 14. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES. 02/22/2024
�,• \ \ ' \ �� - FROM SOIL PILE, 5. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA STRENGTH MAINTENANCE NOTES: CL
SEE DETAILS COMPACT WITH FOOT SYNTHETIC FILTER FABRICS.
2/38,313 \ 6. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE N,,,,,,,,r\ 1. INSPECT SEDIMENT FENCE AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL MAKE ANY e' , \ \ \ \ STEP z THE GROUND SURFACE.(HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO REQUIRED REPAIRS IMMEDIATELY. ,d•���iEC;P,Q,�•' w�• \ \ CAUSE FAILURE OF THE STRUCTURE.) 2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE,TEAR,DECOMPOSE,OR BECOME J
'�,\• \\ \ _ \\\ \ CHANNEL TRENCHING METHOD°A" 7. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE INEFFECTIVE,REPLACE IT PROMPTLY. fO0F1POggTFR.,''� --
• BARRIER TO AVOID JOINTS.WHEN JOINTS ARE NECESSARY,SECURELY FASTEN THE FILTER C•,)
• \ CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST. 3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME
NOTES: �. \ -
FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE TAKE CARE TO AVOID iNCBELS#C-3448E = (n
. • \ B. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO THE UNDERMINING THE FENCE DURING CLEANOUT. i
1.SEE CURLEX SLOB APPLICATION DETAIL SHEET FOR \ \ UPSLOPE SIDE OF THE POSTS.EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE
PROPER SLOPE INSTALLATION. :• \ \ \ 4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA
\ TRENCH.FASTEN THE WIRE REINFORCEMENT,THEN FABRIC ON THE UPSLOPE SIDE OF THE TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN ''b' ...• 'VIP.. O
�,• • TRENCH APPROX. SOIL PILE FENCE POST.WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE PROPERLY STABILIZED. 'e•. CpRO�,o'� z
2.STAPLE PATTERNS ARE DEPENDENT ON SITE CONDITIONS. • •FOR CHANNEL TERMINATION, O
SEE CURLEX STAPO PATTERN GUIDE FOR DETAILS. • \ 10'WIDE x B'SEEP FROM TRENCH STRENGTH. 14414
• \ SEE DETAILS
3.ESTAPLE MACE USED IN PLACE OF WIRE STAPLES. FLOW " 1 Q
•
,.I SLOPE BLANKET TO BE
I-I INSTALLED FIRST AND "''' BLANKET OVERLAP, �(
EXTENDED AT LEAST TO CHANNEL DETAIL I �
2"4" _ 1ROW OF STAPLES, V STONE OUTLET
THE ANTICIPATED MAX. '"-1111114,� 12.0.C.
WATER ELEVATION 7`�0 Ii+`TO
�`�f ��:�.����A 77��,� \ 2 ROWS OF STAPLES, C900
Y '�w2��2`2,�a1I2,�I2`2,���,7�w EA STAGGERED,8"0C, Z
4,12. ''�� N1 STEP 1 J
/ U STAPLES SHOULD BE 30 I1
CHANNEL LINER MUST �C MAX,WATER EL 'v"; L.L
�'�\\\ PARALLEL WITH
EXTEND3'A"ABOVE t� T DIRECTION OF FLOW I I 11 1 THE ANTICIPATED HIGH LL 6" STAPLES ARE THROUGH 2ROWS OF STAPLES LLJ J
WATER ELEVATION BOTH BLANKETS. 4"APART,STAGGERED, O
6.O.C.,STAPLES TO BE STEEL FENCE POST
SIDE SEAM OVERLAP PLACED CLOSE TO EDGE Q
12
CHANNEL TERMINATION PLAN STAPLE DETAIL OF BLANKET I-
FLOW z
CHANNEL INSTALLATION METHOD"A" �, 2'MAX. SILT FENCE O
,$ /V'///✓/�%�
I \\\\\\\ M"�''' _ #57 STONE _112"
LJ UPSLOPE BLANKET \41�y_- SOIL FILLED 1,6"MIN.
SLOPE BLANKET TO BE 6"OVERLAP KET FROM SOIL PILE
INSTALLED FIRST AND OVERLAPS DOWNSLOPE BLAN ��v z
EXTENDED 3'-0"BAND 2ROWS OF STAPLES INASHINGLE AFFECT. •C>SC'1, COMPACT WITH F00T
4•APART,STAGGERED, \,C F(Ow 3'MAX. 1'-6"MIN. J W
THE TOE OF THE SLOPE \/ 6.00.,STAPLES TO BE
`C\ PLACED CLOSE TO EDGE STEP 2
P FLOW of BLANKET SEDIMENT II -L Q
b, ����. FLow CHANNEL TRENCHING METHOD"B" CONTROL STONE II II II
CHANNEL LINER MUST ? 3'-0" I_ NM,WAS EL STRUCTURAL STONE ul II FRONT VIEW II J CO
EXTEND a•-o•ABaOH MIN II` Z SECTION VIEW II II 0
THE ANTICIPATED HIGH 0,6
WATER ELEVATION D D 0!1
2 ROWS < Z
CHANNEL TERMINATION 4"APART,STAGGERED,
6•o.a GENERAL NOTES: z O
1. STRUCTURAL STONE SHALL BE(CLASS B)STONE FOR
CHANNEL INSTALLATION METHOD"B" CHANNEL BLANKET END OF ROLL OVERLAP EROSION CONTROL PURPOSES. Z (/)
2. SEDIMENT CONTROL STONE SHALL BE#5 OR#57 STONE. Y O
LJJ
E&SC PERMANENT SEEDING SCHEDULE E&SC TEMPORARY SEEDING SCHEDULE / DETAILS
"DO NOT USE WITHIN 25'RIPARIAN BUFFER.SEE RIPARIAN SEEDING SCHEDULE FOR BUFFER SEEDING SPECS MAINTENANCE
PREPARED FOR:
ILIZE IF GROWTH IN NOT FULLY ADEQUATE, RESEED,FERTILIZER,AND
SEEDING DATES MOUNTAINSSPECIES RATE(lb/acre) SEEDING DATES MOUNTAINS SPECIES RATE(Ib/acre) MULCH REFERTIMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.TOPDRESS WITH
JAYPAL KALAGIRI
TALL FESCUE 700 COMPLETE SEEDING EARLIER IN THE FALL AND START LATER IN THE SPRING ON NORTH AND EAST FACING SLOPES. 50 LB/ACRE OF NITROGEN IN MARCH.IF IT IS NECESSARY TO EXTEND TEMPORARY
AUG.15-MAY 1 SOIL AMENDMENTS ABOVE 2500 FEET:FEB.15-MAY 15 RYE(GRAIN) 120 COVER BEYOND JUNE 15,OVERSEED WITH 50 LB/ACRE KOREAN LESPEDEZA IN
""RYE GRAIN 40 APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 4000 LB/ACRE GROUND AGRICULTURAL LIMESTONE BELOW 2500 FEET:FEB.1-MAY 1 LATE FEBRUARY OR EARLY MARCH.
SERICEA LESPEDEZA 15 AND 1000 LB/ACRE 5-10-10 FERTILIZER. ANNUAL LESPEDEZA(KOREAN) 50
BEPT.1 JUNE 1 -RYE GRAIN 40 MAY IS-AUG.15 GERMAN MILLET 40 SOIL PREPARATION:
MULCH - SOIL TEST:SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT
JUNE 2-AUG.14 """GERMAN MILLET 10 APPLY 4000-5000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCHING MATERIAL.ANCHOR AUG.15-DEC.15 RYE(GRAIN) 120 (PHOSPHORUS,POTASSIUM,CALCIUM AND MAGNESIUM)LEVELS ARE IN A RANGE
STRAW BY TACKING WITH ASPHALT,NETTING,OR ROVING.NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP
'SUPPLEMENT WITH IRRIGATION PIEDMONT THAT FAVOR TURFGRASS GROWTH.THE SOIL TEST REPORT WILL INDICATE
PIEDMONT SLOPES. SEEDING DATES SPECIES RATE(lb/acre) NEEDED AMOUNTS OF FERTILIZER AND/OR LIME. DATE. REVISIONS:
MAINTENANCE -
SEEDING DATES SPECIES RATE(lb/acre) REFERTILIZE THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE.MOW NO MORE THAN ONCE PER YEAR.RESEED, RYE(GRAIN) 120
TALL FESCUE 155 FERTILIZE,AND MULCH DAMAGED AREAS IMMEDIATELY. JAN,1'MAY I ANNUAL LESPEDEZA(KOBE) 50 CLEAN AND ROUGH GRADE:REMOVE ALL DEBRIS FROM THE LOCATION TO BE
SEPT.1-MAY 1 "'RYE GRAIN aD SOIL PREPARATION: PLANTED.THIS INCLUDES ROCKS,BOTTLES,LARGE ROOTS AND OLD TREE TRUNKS.
SOIL TEST:SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT(PHOSPHORUS,POTASSIUM,CALCIUM MAY 1-AUG.15 GERMAN MILLET 40 IF EXTENSIVE GRADING IS NEEDED,REMOVE THE TOPSOIL AND STOCKPILE IT FOR
SERICEA LESPEDEZA 75 AND MAGNESIUM)LEVELS ARE IN A RANGE THAT FAVOR TURFGRASS GROWTH.THE SOIL TEST REPORT WILL INDICATE AUG.15-DEC.20 RYE(GRAIN) 120 REPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED.
BERMUDA GRASS 25 NEEDED AMOUNTS OF FERTILIZER AND/OR LIME.
APRILI5-JUNE 30 COASTAL PLAIN THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING,
...GERMAN MILLET 10
CLEAN AND ROUGH GRADE:REMOVE ALL DEBRIS FROM THE LOCATION TO BE PLANTED.THIS INCLUDES ROCKS,BOTTLES, SEEDING DATES SPECIES RATE(lb/acre) ESPECIALLY IF THE GROUND IS WET.THIS COMPACTED LAYER MUST BE BROKEN
JULY 7-AUG.30 """GERMAN MILLET 10 LARGE ROOTS AND OLD TREE TRUNKS.IF EXTENSIVE GRADING IS NEEDED,REMOVE THE TOPSOIL AND STOCKPILE IT FOR RYE(GRAIN) 120 UP.A SPRING-TOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS;A
"SUPPLEMENT WITH IRRIGATION REPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED. DEC.1-APRIL 15 - SMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES. SHEET SIZE:
COASTAL PLAIN ANNUAL LESPEDEZA(KOBE) 50 24"X36"
THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING,ESPECIALLY IF THE GROUND IS WET.THIS DEEP TILLAGE:ROTOTILLING LOOSENS COMPACTED SOIL AND IMPROVES THE
SEEDING DATES SPECIES RATE(Ib/acre) COMPACTED LAYER MUST BE BROKEN UP.A SPRING-TOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS;A APRIL 15-AUG.15 GERMAN MILLET 40 PROJECT NUMBER:
TALL FESCUE 100 SMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES. AUG.15-DEC.30 RYE(GRAIN) 120 SPEED AND DEPTH OF ROOTING.A TRACTOR-MOUNTED OR SELF-PROPELLED 7530012023
TILLER WILL ADEQUATELY TILL THE SOIL.TAKE CARE NOT TO DESTROY THE
SEPT.30•APRIL 1 ""RYE GRAIN 40 DEEP TILLAGE:ROTOTILLING LOOSENS COMPACTED SOIL AND IMPROVES THE SPEED AND DEPTH OF ROOTING,A EXISTING TREES IN THE LAWN.CUTTING TOO MANY TREE ROOTS DURING SOIL DRAWN BY.
SERICEA LESPEDEZA 15 TRACTOR-MOUNTED OR SELF-PROPELLED TILLER WILL ADEQUATELY TILL THE SOIL.TAKE CARE NOT TO DESTROY THE TILLAGE CAN SEVERELY DAMAGE OR KILL A TREE. TREES CAN ALSO BE R.WALKER
BERMUDA GRASS 25 EXISTING TREES IN THE LAWN.CUTTING TOO MANY TREE ROOTS DURING SOIL TILLAGE CAN SEVERELY DAMAGE OR KILL A SOIL AMENDMENTS SUFFOCATED BY DEEPLY COVERING THE ROOTS WITH SOIL.IF ADDITIONAL SOIL IS APPROVED BY:
APRILI5-JUNE 30 TREE.TREES CAN ALSO BE 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." M.PRESTWOOD
"""GERMAN MILLET 10 NECESSARY AT A TREE BASE,CONSTRUCT A"TREE WELL:' AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. INCREASE FERTILIZER
-GERMAN MILLET 10 RATE TO 1000 LB/ACRE IN THE FALL REPLACE THE TOPSOIL:ONCE THE SUBSURFACE IS ESTABLISHED,RETURN THE SCALE:
JULY 1.SEPT.29 REPLACE THE TOPSOIL:ONCE THE SUBSURFACE IS ESTABLISHED,RETURN THE TOPSOIL AND SPREAD UNIFORMLY OVER
'SUPPLEMENT WITH IRRIGATION MULCH TOPSOIL AND SPREAD UNIFORMLY OVER THE ENTIRE AREA.ALLOW FOR AT LEAST
THE ENTIRE AREA.ALLOW FOR AT LEAST 6 TO 8 INCHES OF DEPTH AFTER THE SOIL HAS SETTLED.THIS MEANS PLACING APPLY 40005000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OR ANOTHER SUITABLE 6 TO 8 INCHES OF DEPTH AFTER THE SOIL HAS SETTLED THIS MEANS PLACING N.T.S. (H)
- .
"RESEED WITH NON.NURSE CROPS WITHIN ACCEPTABLE DATES ABOUT 8 TO 10 INCHES OF TOPSOIL OVER THE SUBSURFACE.IMPROVE THE SOIL BY ADDING ORGANIC MATTER.THIS M
"WAY BE SUBSTITUTED WITH WHEAT AT 30 LBS/ACRE IMPROVES WATER RETENTION IN SANDY SOILS AND DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING. 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
...BAY BE SUBSTITUTED WITH BROWNTOP MILLET AT 10 LBS/ACRE MULCH ANCHORING TOOL. AND DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING. SHEET:
C900
©COPYRIGHT 2024 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,PA.IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS,PUNISHABLE BY FINES UP TO$100,000 PER OFFENSE,

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3 TEMPORARY GRAVEL CONSTRUCTION 1 TEMPORARY DIVERSION ,4141/4 1-
.rip
C901 ENTRANCE C901 0
GENERAL NOTES: .p``P' 0
1. A STABILIZED ENTRANCE PAD OF COARSE AGGREGATE OR RAILROAD BALLAST SHOULD BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE
ONTO A PUBLIC STREET. ENGINEERING I PLANNING I ENVIRONMENTAL Q
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHOULD BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE. U)
3. THE ENTRANCE SHOULD BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. 1520 MEADOWVIEW DRIVE Q
THE MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP WILKESBORO,NC28697 I0
SEDIMENT. 336.844,4088 htlp:llbrec.biz LLI
4. ANY SEDIMENT SPILLED,DROPPED,WASHED,OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY. 2'MIN
5. WHEN APPROPRIATE,WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET.WHEN WASHING IS REQUIRED,IT SHOULD BE DONE IN AN
COMPACTED SOIL
AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. LL
6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY TO ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THROUGHFARE. rV'c'N"�}``' ig"MIN FLOW x� CA ,,' 0
7. PLEASE REFER TO NCESCPDM SECTION#6.06 FOR ADDITIONAL DESIGN SPECIFICATIONS REGARDING TEMPORARY GRAVEL CONSTRUCTION ENTRANCES/EXITS. ::N;;:;',.:r: e1••9:*:,Z12,:d; ,/, LLJ
MAINTENANCE NOTES �� �`��_..� �. <i '%
Or I_ O.Vess10,.....,4.
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE.THIS MAY REQUIRE PERIODIC TOPDRESSING WITH - 2..'o , LL
2-INCH STONE.AFTER EACH RAINFALL,INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY.IMMEDIATELY REMOVE ALL OBJECTIONABLE _II 11=,111= :a -9
MATERIALS SPILLED,WASHED,OR TRACKED ONTO PUBLIC ROADWAYS. I_= 6'TYPICAL I 7�m
50'MIN : (/)
LE° 6"MIN PUBLIC STREET FNcINEE�'00.
GENERAL NOTES: :'9{.' O .' cG
EXISTING GROUND r '•
1. REMOVE AND
OTHER OBJECTIONABLE MATERIOSE OF ALL TREES, BRUSH,STUMPS AND . C.PRES .``�
SOIL STABILIZATION FABRIC 2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL Z
UNDER 2-3*COARSE AGGREGATE DESIGN REQUIREMENTS. 02/22/2024
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE CL
50'MIN DESIGN ELEVATION PLUS THE SPECIFIED SETTLEMENT. I
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSION TO PERMIT MACHINE ."'���"" .
— �, - REGARDING AND CLEANOUT. .`"•�REC:P•9. �' J
If t ""r. 5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION,UNLESS IT WILL 0H-Po8K 1,,, <
r ¢ REMAIN IN PLACE LESS THAN 30 WORKING DAYS. .4 F` (..)
i� MAINTENANCE NOTES: %NCBELS#C 3448E Cl)
1. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY S
-- RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE LOW AREA AND • •
;: a REPAIR THE DIVERSION RIDGE.CAREFULLY CHECK OUTLETS AND MAKE •'20: '\�P' Z
.1 ..3._ TIMELY REPAIRS AS NEEDED.WHEN THE AREA PROTECTED IS PERMANENTLY �''i��M CARD�..`� z
STABILIZED,REMOVED THE RIDGE AND THE CHANNEL TO BLEND WITH THE ""' 0
NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT.
C901 JUNCTION BOX C901 WATTLE z
SLOPE/CHANNEL i_ Q
i_ J
MANHOLE LID AND FRAME WIRE TIE (Y CL
(USF 669 KL COVER UNLESS INSTALLATION
OTHERWISE SPECIFIED) 0- O
PAVEMENT OR BACKFILL
(SEE PLAN) F10 FLOW O
CONTROLI CHANNEL INSTALLATION CC I-
4 �• SEDIMENT
1 i III i i i Q��C -J= •..•. CONTROL
RECP i'-yI//' LOG ` LOG FIGUREA
-==III •, y'•. :4•. APRON I{" RECP FIGURE A �_ U
1 .• •:e•} ( P APRONI U H
- -II IL= Q Z
11 IIINI STEP RE'D FOR - .. J Q 0 •�• \ OR III. III u. LLI
BOXES>4'DEEP • ' •..a••' - 11e�11�11II-I.
91-ellllll 11 _
PRE CAST CATCH BASIN _ r- ..
:I�IIIIIIII�AT 10"O.C. •
_ ... ...
-II�IIIIIIII�- �I. - .. ...
...
PER D.O.T.HEAVY DUTY Ili - ...
J •• � I�II�II�II�II I 1 11
TRAFFIC RATING.ROUND �� •
11�111=u1=u .� i.=lu�Tl—� �Il�ll�ll�lhti II�11�_ �I���t (n �J,J
,•••�� E11E1161161161 11116111�IIIIIIIII= _
..'1�_ , EIrE11E111- /ry =11�11�111=III-III- -�II�III;�II�II�II�I III : 11
PRE-CAST CAN BE _ �I!4IIAIAIAIAtAr,,"L 1 1, 1 A
�1111= III 11�11�111=III=11 _�p�p�p�p 'il N II J
cn
SUBSTITUTED FOR SQUARE [y - - - -IIi=11�11V11V11V11H STAKE -�priAti4 p=p HA
a =T 11 11 11�11�11�11�11�1 _IAIAIAIAIA1 MINIMUM STAKE Q 06
` STAKE IIIIE=11 Il�llf -�11-.IIII IN GROUND,12"
. •' • ' GROUND 11-11 '_ GROUND -I�- Q Z
SURFACE SURFACE —
" Z
-- • DO NOT ALLOW FLOW TO OVERTOP INSTALLATION.
PRECAST LID
FIGUREA PROFILE VIEW FIGURE C CROSS-SECTION
Z u)
6'#57 STONE COMPACTED FLAT GROUND VIEW LJJ
(PERIMETER GUARD) DRAIN FILTER
CURBSIDE INSTALLATION
INSTALLATION DRAIN RECP APRON SEDIMENT INSTALLED
INSTALLED GRATE CONTROL LOG
_LOG / LOG
•
/ DETAILS
\ / SET LOG IN :;' UUUUUU ,,._..,
\ I ` DEEP AND ���U�� .,- CURB `!:...! SET LOGIN
'=,`:.T.D L. TRENCH 3" PREPARED FOR:
= BACKFILL ,:?af'"; BELOWTOP JAYPAL KALAGIRI
N. OF CURB
Road Surface
MINIMUM + ... ?�.,I
STAKE DEPTH RECP APRON BACKFILL
GROUND
SURFACE FIGURE D-CROSS-SECTION Ground Surface MINIMUM
STAKE DEPTH
FIGURE B-PROFILE VIEW VIEW FIGURE E-CROSS-SECTION
DATE. REVISIONS:
STEP 1-SITE PREPARATION VIEW
PREPARE SITE TO DESIGN PROFILE AND GRADE. REMOVE DEBRIS,ROCKS,CLODS,ETC.. GROUND SURFACE SHOULD BE SMOOTH PRIOR TO INSTALLATION TO ENSURE LOG
REMAINS IN CONTACT WITH SLOPE.
STEP 2-STAPLE SELECTION
AT A MINIMUM,1"LONG BY 1"BY 24",STAKES ARE TO BE USED TO SECURE THE LOG TO THE GROUND SURFACE. INSTALLATION IN ROCKY,SANDY OR OTHER LOOSE SOIL MAY
REQUIRE LONGER STAKES.
SLOPE INSTALLATION
PLACE RECP ALONG SLOPE TO PROVIDE UPSTREAM APRON FOR LOG. SECURE RECP ACCORDING TO STANDARD SLOPE INSTALLATION INSTRUCTIONS INCLUDING UPSTREAM SHEET SIZE:
ANCHOR TRENCH. SECURE LOG TO BLANKET,ENSURING LOG REMAINS IN INTIMATE CONTACT WITH THE RECP OVER THE LENGTH OF THE INSTALLATION.A MINIMUM OF ONE 24"x36"
FOOT UPSTREAM APRON AND TWO FOOT DOWNSTREAM APRON ARE REQUIRED FOR INSTALLATION. SUBSEQUENT,DOWNSLOPE ROWS OF LOGS SHOULD BE SPACED PROJECT NUMBER:
APPROPRIATELY FOR SITE CONDITIONS TO MINIMIZE ACCELERATION OF FLOW. FURTHER,LOG SEAMS ARE TO BE OFFSET TO ENSURE CONTINUOUS FILTRATION. FIGURE A 7530012023
PRESENTS A SCHEMATIC OF A SLOPE INSTALLATION IN PROFILE VIEW.
DRAWN BY'.
CHANNEL INSTALLATION R.WALKER
PLACE RECP ALONG CHANNEL TO PROVIDE UPSTREAM AND DOWNSTREAM APRON FOR LOG IDENTICALLY TO SLOPE INSTALLATION.SECURE LOG TO BLANKET,ENSURING LOG APPROVED BY:
REMAINS IN INTIMATE CONTACT WITH THE RECP OVER THE LENGTH OF THE INSTALLATION.A MINIMUM OF ONE FOOT UPSTREAM APRON AND TWO FOOT DOWNSTREAM APRON M.PRESTWOOD
ARE REQUIRED FOR INSTALLATION.SUBSEQUENT,DOWNSLOPE ROWS OF LOGS SHOULD BE SPACED APPROPRIATELY FOR SITE CONDITIONS TO MINIMUMIZE ACCELERATION OF SCALE
FLOW.FURTHER,LOG SEAMS ARE TO BE OFFSET TO ENSURE CONTINUOUS FILTRATION.FIGURE A/FIGURE C PRESENTS A SCHEMATIC OF A CHANNEL INSTALLATION.
N.T.S. (H)
DRAIN FILTER INSTALLATION (0/)
SURROUND DRAUB INLET TO BE PROTECTED WITH LOG,ENSURING SEAMS ARE OVERLAPPING TO MINIMIZE FLOW CIRCUMVENTING LOG. SECURE LOGS TO GROUND SURFACE
ENSURING THE LOG REMAINS IN INTIMATE CONTACT WITH THE GROUND SURFACE OVER THE ENTIRE INSTALLATION.PROVIDE RECP APRON SECURED TO THE GROUND SURFACE SHEET:
BETWEEN DRAIN AND LOG.
C901
0 COPYRIGHT 2024 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,PA.IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS,PUNISHABLE BY FINES UP TO$100,000 PER OFFENSE.