SW6230101_Plansheet 19 - Misc. Detail_20230414

PART III PART III
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING
THE NCGO1 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. STRUCTURE WITH LINER
Implementing the details and specifications on this plan sheet will result in the construction A °^r B
z. Provide drip pans under any stored equipment. ,As P, SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING
activity befog considered compliant with the Ground Stabilization and Materials Handling 3• Identify leaks and repair as soon as feasible,or remove leaking equipment from the -"� aF w �. . Self-ins ections are re uired durin normal business hours in accordance with the table 1.E&SC Plan Documentation
sections of the NCG01 Construction General Permit(Sections E and F,respectively). The parl¢.re a as=�� _ p q g
project. ^°'"� below. When adverse weather or site conditions would cause the safety of the inspection The a roved E&SC Ian as well as an a roved deviation shall be ke t on the site. The
permittee shall comply with the Erosion and Sediment Control plan approved by the ''`e pp p Y PP p
4. Collect elf spent fluids,store in separate containers and properly dispose as A SFCTIGNBa personnel to be in jeopardy,the inspection may be delayed until the next business day on a roved E&SC lan must be ke t u to-
delegated authority having jurisdiction.All details and specifications shown on this sheet pp p p p- date throughout the coverage under this permit.
hazardous waste(recycle when possible), a which it is safe to perform the inspection. In addition,when a storm event of equal to or PART III
may not apply depending on site conditions and the delegated authority having jurisdiction. o nw,p, The following items pertainingto the E&SC plan shall be kept on site and available for
SC-CTIONAA � : I"?,a�^TF`"^orts.W..'.. reater than 1.0 inch occurs outside of normal business hours,the self-ins ection shall be SELF-INSPECTION,RECORDKEEPING AND REPORTING
5, Remove leaking vehicles and construction equipment from service until the problem a"rla,�v,¢anrxaa w". �J4�E g p ins cello^at all times durin normal business hours.
`''`"".-"n'"°°"n"° '".1a erformed u on the commencement of the next business der An time when ins ections p g
SECTION E:GROUND STABILIZATION has been corrected. "'^„n " ,a a"'"' p p Y• Y p
as<:.ne,
-° 'dean '4 a wan=• W wm,w.w,a.,¢a<ae„neaawa, were delayed shall be noted in the Inspection Record. Item to Document Documentation Requirements SECTION C:REPORTING
y. Bring used fuels,lubricants,caalants,hydraulic fluids and other petroleum products -___ -.-_
Required Ground Stabilization Timeframes ?,AN <_-1C11 a«E 111 xw one�x°Ee P:AN p „2 1 a a Each E&SC measure has been installed Initial and date each E&SC measure on a co 1• Occurrences that Must be Reported
to a recycling or disposal center that handles these materials. �n cp.xf Frequency { ) py
Stabilize within this Inspect (during normal Inspection records must include: and does not significantly deviate from the of the approved E&SC plan or complete,date Permittees shall report the following occurrences:
many calendar Bt:LowGru+DewASllouTsrRucruRe ABOVE GRADV#,A HOUTSTRUCNRE business hours) locations,dimensions and relative elevations and sign an inspection report that lists each (a)Vfsfble sedfiner�t deposftfon fn a stream err wetland.
Site Area Description Timeframe variations
days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE (1)Rain gauge Daily Daily rainfall amounts. shown on the approved E&SC plan. E&SC measure shown on the approved E&SC
maintained in l If no daily rain gauge observations are made during weekend or plan. This documentation is required upon the (b)Oil spills if:
land disturbance 1, Never bury or burn waste. Place litter and debris in approved waste containers.
good working holiday periods, and no individual-day rainfall information is initial installation of the E&SC measures or ff •The are 25
(a) Perimeter dikes, 2• Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS order available,record the cumulative rain measurement for those un- y gallons or more,
swales,ditches,and 7 Nane race lade on site to contain construction and domestic wastes. attended days (and this will determine if a site inspection is the E&SC measures are modified after initial •They are less than 25 gallons but cannot be cleaned up within 24 hours,
p ) 1. Do not discharge concrete or cement Slurry from the site. needed). Days on which no rainfall occurred shall be recorded as installation. •
perimeter slopes 3, Locate waste containers at least 50 feet away from storm drain inlets and surface 2. Dis ose of,or rec cle settled,hardened concrete residue in accordance with local "zero." The permittee ma use another rain-monitoring device They cause sheen on surface waters(regardless of volume),or
b Hi h Qualit Water waters unless no other alternatives are reasonably available. and state solid w ste re ulations and at an a roved facilit approved by the Division. y (b) A phase of grading has been completed. Initial and date a copy of the approved E&SC •They are within 100 feet of surface waters(regardless of volume).
O g Y 7 None g PP Y• (2) E&SC At least once per 1. Identification of the measures inspected, plan or complete,date and sign an inspection
(HQW)Zones 4, Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and in Measures 7 calendar days 2. Date and time of the inspection, report to indicate completion of the (c) Releases of hazardous substances in excess of reportable quantities under Section 311
from upland areas and does not drain directly to a storm drain,stream or wetland. addition place the mixer and associated materials on impervious barrier and within and within 24 3. Name of the person performing the inspection, construction phase. of the Clean Water Act Ref:40 CFR 110.3 and 40 CFR 117.3 or Section 102 of CERCLA
(c) Slopes steeper than If slopes are 10'or Tess in length and are ( )
7 not stee er than 2:1,14 der s are 5• Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence. hours of a rain 4. Indication ofwhether the measures were operating Ref:40 CFR 302.4
3:1 p Y (c) Ground cover is Located and installed Initial and date a copy of the approved E&SC ( )err G.S.143-215.85.
provide secondary containment. Repair or replace damaged waste containers. 4. Install tern orar concrete washouts er local re uirements where a licable. If an 24 hou 1.0 inch in properly,
allowed p y p q PP• 24 hours S. Description of maintenance needs for the measure, in accordance with the approved E&SC plan or complete,date and sign an inspection
-7 days for slopes greater than 50'in 6. Anchor al[lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for 6. Description,evidence,and date of corrective actions Taken. ' plan. report to indicate compliance with approved (d)Anticipated bypasses and unanticipated bypasses.
length and with slopes steeper than 4:1 7• Empty waste containers as needed to prevent overflow. Clean up immediately if review and approval. If local standard details are not available,use one of the two (3)Stormwater At least once per 1. Identification of the discharge outfalls inspected, ground cover specifications.
-7 days for perimeter dikes,swales, containers overflow. t es of tern orar concrete washouts rovided on this detail. discharge 7 calendar days 2. Date and time of the ins ection,
yp p y p p (e)Noncomplianc�with the conditions of this permit that may endanger health or the
d) Sl0 es 3:1 to 4:1 14 outfalls(SDOs) and within 24 3. Name of the person performing the inspection, (d) The maintenance and repair Complete,date and sign an inspection report.
( p 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 hours of a rain 4. Evidence of indicators of stormwater pollution such as oil requirements for all E&SC measures environment.
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 event>1.0 inch in sheen,floating or suspended solids or discoloration, have been performed.
-10 der s for Falls Lake Watershed discharged to the storm drain system or receiving surface waters. Liquid waste must 24 hours 5. indication of visible sediment leaving the site, 2. Reporting Timeframes and Other Requirements
Y 6. Descri tion,evidence,and date of corrective actions taken. (e} Corrective actions have been taken Initial and date a copy of the approved E&SC
be pumped out and removed from project. _ p ___._.._ _ _ _____.._ -..._. - After a permittee becomes aware of an occurrence that must be reported,he shall contact
-7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE (4)Perimeter of At least once per If visible sedimentation is found outside site limits,then�record to E&SC measures. plan or complete,date and sign an inspection the appropriate division re ional office within the timeframes and in accordance with the
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it site 7 calendar days of the followin shall be made: report to indicate the completion of the g
ditches,perimeter slopes and HQW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. g other requirements listed below. Occurrences outside normal business hours may also be
(e) Areas with slopes can be shown that no other alternatives are reasonably available. At a minimum, and within 24 1. Actions taken to cleanup or stabilize the sediment thpt has left corrective action.
14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface -
flatter than 4:1 install protection of storm drain inlets)closest to the washout which could receive hours of a rain the site limits, rted to the D •
there is zero slope waters unless no other alternatives are reasonably available. event>1.o inch in 2. Description,evidence,and date of corrective actions r,aken,and 2.Additional Documentation to be Kept on Site e _ Reporting Timeframes(After Discovery)and Other Requirements
spills or overflow. 24 hours 3. An explanation as to the actions taken to control future In addition to the E&SC lan documents above,the followin items shall be ke t on the a Visible sediment • Within 24 hours,an oral or electronic notification.
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 releases. p g p ( )
4. Containment must be labeled sized and laced a ro 'late) for the needs of site. site and available for inspectors at all times during normal business hours,unless the deposition in a • Within 7ca/endardays,a report that contains a description of the
ground stabilization shall be converted to permanent ground stabilization as soon as p pP p Y entrance pad in front of the washout. Additional controls may be required by the (5)Streams or At least once per If the stream or wetland has increased visible sedimentation or a Division rovides a site-s ecific exem tion based on uni ue site conditions that make stream or wetland se i nd actions tale o
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. wetlands onsite 7 calendar days stream has visible increased turbidity from the construction p p p q d ment a en to address the cause f the deposition.
activity. Temporary ground stabilization shall be maintained in a manner to render the construction sites. 8. Install at least one si n directin concrete trucks to the washout within the ro'ect or offsite and within 24 activity,then a record of the following shall be made: this requirement not practical: Division staff may waive the requirement for a written report on a
surface stable a ainst accelerated erosion until ermanent round stabilization is achieved. g g p ) (where � hours of a rain 1. Description,evidence and date of corrective actions taken,and case-by-case basis.
g g limits. Past signage on the washout itself to identify this location. accessible) event>1.0 inch 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 303(d,l list as impaired for sediment-
pORTABLE TOILETS 9. Remove leavings from the washout when at approximately 75%capacity to limit 24 hours _ Regional Office per Part III,Section C,Item(2)(a)of this permit. related causes,the permittee may be required to perform additional
GROUND STABILIZATION SPECIFICATION 1, Install portable toilets on level ground,at least 50 feet away from storm drains, overflow events. Re lace the tar n (6)Ground After each phase 1. The phase of grading(installation of perimeter E&sC monitoring,inspections or apply more stringent practices if staff
Stabilize the round sufficient) so that rain will not dislod a the soil. Use one of the o pa sa d bags or other temporary structural stabilization of radio measures clearin and rubbin installation of storm (b) Records of inspections made during the previous twelve months. The permittee shall
g Y g streams or wetlands unless there is no alternative reasonably available. If 50 foot corn onents when no Ion er functional. When utilizin alternative or ro rietar g g g g g' determine that additional requirements are needed to assure compliance
techni ues in the table below: p g g p p Y measures drainage facilities,completion of all land-disturbing record the required observations on the Inspection Record Form provided by the
q offset is not attainable,provide relocation of portable toilet behind silt fence or place products,follow manufacturer's instructions. activi with the federal or state impaired-waters conditions.
,, ,,, ,, ,,,,, „,,,,,,,,,,,,,,,, „ ,,,,,,, ty,construction or redevelopment,permanent Divlslon or a similar inspection form that includes all the required elements. Use of
'-', ""' on a ravel ad and surround with sand ba s. (b)oil spills and • Within 24 hours an oral or electronic notification. The notification
.,,a',.,, TempnrarytakTi)ixttpY) -' >•h 'f' aT " ."•1 g p g 10. At the completion of the concrete work remove remainin leavin s and dis ose of ground cover). electronicall -available records m lieu of the re uired a er co ies will be allowed if
•Temporary grass seed covered with straw or I• Permanent grass seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds err in high in an a roved dis oral facilit • Fill it li f nd g i p 2. Documentation that the required ground stabilization Y q p p p release of shall include information about the date,time,nature,volume and
i pp p y p ,if app cab e,a s abilize any d sturbance shown to provide equal access and utility as the hard copy records.
other mulches and tackifiers I other mulches and tackifiers foot traffic areas. measures have been provided within the required hazardous location of the spill or release.
CaUSed by removal Of WdShOut. timeframe or an assurance that they will be provided as substances per Item
• Hydroseeding I•••Geotextile fabrics such as permanent soil 3. Monitor ortable toilets for leaknn and ro erl dis ose of an leaked material. 3.Documentation to be Retained for Three Years
p g p P Y p Y --____ soon as possible. 1(b)-(c)above
• Rolled erosion control products with or reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace - All data used to complete the a-NOI and all inspection records shall be maintained for a period
without temporary grass seed '`I• Hydroseeding with properly operating unit. 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] (c)Anticipated A report at least ten days before the date of the bypass,if possible.
•Appropriately applied straw or other mulch i•Shrubs or other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDES bypasses)(3 CFR The report shall include an evaluation of the anticipated quality and
122,41(m)(3}] effect of the bypass.
• Plastic sheeting with mulch 1. Store and apply herbicides,pesticides and rodenticides in accordance with label (d)Unanticipated • Within 24 hours,an oral or electronic notification.
i• Uniform and evenly distributed ground cover EARTHEN STOCKPILE MANAGEMENT PART 11,SECTION G,ITEM(4)
restrictions. bypasses[40 CFR • Within 7 calendarda s a re ort that includes an evaluation of the
sufficient to restrain erosion 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT 122.41(m)(3)] y p
•Structural methods such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls 2. Store herbicides,pesticides and rodenticides in their original containers with the quality and effect of the bypass.
retainin walls and surface waters unless it can be shown no other alternatives are reasonabl label,which lists directions for use,ingredients and first aid steps in case of (e)Noncompliance • Within 24 hours,an oral or electronic notification.
g y accidental poisoning. 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 with the conditions • Within 7calendar days,a report that contains a description of the
• Rolled erosion control products with grass seed available. 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 exam le,times with extended cold weather. of this ermit that
3. Do not store herbicides,pesticides and rodenticides in areas where flooding is ( p ) p noncompliance,and its causes;the period of noncompliance,
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of 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
POLYACRYLAMIDES PAMS AND FLOCCULANTS five feet from the toe of stock ile. possible or where they may scull or leak into wells,Stormwater drains,ground water health or the
( ) p or surface water. If a spill occurs,Clean area immediately. been corrected,the anticipated time noncompliance is expected to
1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. environment[40 continue;and steps taken or planned to reduce,eliminate,and
4. Do not stockpile these materials ensile. (a) The E&SC plan authority has been provided with documentation of the nvn-surface withdrawal and the specific time periods err conditions in which it will occur. The non-surface withdrawal
construction,selecting from the NC DWR List of Approved PAMS/Flocculants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance CFR 122.41(f)(7)] prevent reoccurrence of the noncompliance.[40 CFR 122.41(I)(6).
shall not commence until the F&SC plan authority has approved these items, • Division staff may waive the requirement for a written report on a
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
3. A I flocculants at the concentrations s ecified in the NC DWR List o A roved as vegetative,physical or chemical coverage techniques that will restrain accelerated (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.
pp Y p f pp HAZARDOUS AND TOXIC WASTE (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
PAMS/Flocculants and in accordance with the manufacturer's instructions. erasion on disturbed soils for temporary or permanent control needs. 1. Create designated hazardous waste collection areas on-site. properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems,
4. Provide pending area for containment of treated Stormwater before discharging 2. Place hazardous waste containers under cover or in secondar containment.
offsite. Y (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,
-5. Store flocculants in leak-proof containers that are kept under storm-resistant cover 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground. (e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and
or surrounded by secondary containment structures. (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. .
NCGOI GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 NCGOI SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
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p 1 Lot 41 Outlet Swale Apron 20� 30 8" 9 18" B ho youblanker roll g;h Wnem ho"I in'IV... D l,cem.fblankalunaaplcdwallowfx 'ISO Sie.-ndnlbb, 3unn pi,^;oath.lot nfe
D.Laveem hl.nkr.,.1w..1tnw to NYgure B-Pmfild View FigureC-Cross Section View ,val.P shownbFlg-li PI-dnwn;trcm„ Figure B-Profile View FigureC-Cross Seed..View nmbp shoxn,n Fi,a D iba.downwream FIRure B-Profile View FigureC-Crass Seednn View
• Lot 76 Outlet Swale Apron 20 30 8" 9 18.1 B o,ols,,Iw si.Fi,n..111-do-oosm k,Imkaundem mh,goo,nbb^ketto&o di,Rl< bt^aka,"do-u,,np>n< H.Pnw(orm,nmgk
bl.nk.I undo lh npsueam blanket.is 1....gl. Product Appliratian/Equivaleucy Speciffeatiana tout.aapl<son.,r•.xnb Fi,-C secure Product Application/Equi.I-eySpecifications ,arum.stspkxeam.,I-n n,FlgonE sxum Prmdoet Appliestion/Equtesteney Specifications
1 1/2 SF9.5B 1 1/2" SF9.5B 77 p 1 pattern Saple xamxssh: in 1,,.E Secure dowet.'ramh'I l",,,nh.p1oS'..sho'am,n downsfean,blaoka with sml noun in
" Lot Outlet SWaleA ron 20 30 8" 9 18" B E.-IR--:ispmdorul Ny Western Exce'aror and mnsis!s ofatempomty kollW l?ros,m(:omml Excel R-I is pmducW by Western F.Xcdsiw and wasists ofa,empom,.,Rol?ed Erasba Caauot Ping Pwt<s^, Excel R-1 is prMnced by Western Excelslm old endows rfalcmpmary Ronal Erosion Control
f� C M p BC � p dunnnr<vn blz,keto 1w'It.pa,cmxbow ¢d of.o r-Isror:natnx mxhamcait stitch b-d-sin le Figure D.$mPIc,K Wttmn shown,o FigureC zFlzax prod,[cl(RECY)can risW ofan cx<ekror manlx mec!nnrcall steel,)Ito.. lO.sin k, I.-D Rapnng Pancrosb.-m ..ur.Dr^_flecc, pmA,cl RF.CP cm.nxd of an cxc i�II a - u i. s
••." ABC 8 ABC Fi ure D.SL.het• t m shown m f,ure D rcaeas ,nano(Rlil`P)crmpns y( ) R wapil be used.More`Plea may to P y(, g >uFla to h<uxE Morn staples may br ( ) clsim matrix mccFm ca y t li,J,)Iw m a i„glc.
tf.F W R P bPam R pls..d<gmd.bl<s)meha"net(urya).The cxpatea bngevity of Excel R-1 is approximately l8mmlhs FlgureE '",xdmmsurc blank^ix snfiamu•sewred to ,hoi,degradxblesynthatc net(top)",,,p¢aed l,user,00f Excel R-I is approximately l8 months IiqureE tried,omsu:<b:mice:is wtlimm:lv xm[ed phmadegmdabk symtm:i¢net(mp).Thcex•xxtW bngevny,fF.xce:R-1 is apprnx,mately)Smmuhs FigureE
(}y-J k-' Lots 60&61 Outlet Swale Apron 20 30 8" 9 18" B ,Imxuplex.b<.,eJ Mnr<>aplesmayM :<q. ) :
Z U, Z Z rryv mdb eamreblaornn„�aentlysuo,. (aaval lm,gev,:y a<psoJmt on field TM"bet.accnndi[ims)Eo.1R-Inmanufam,red.inchale --if<mmtmffic md..'-Mdnka„ (adual),^getty&pendm,mr,�id.nddE.Ad.oixm)Ex«IR-Ilsmano1s.-,dtoa[<Iade ers.Minmurf,c Mtomcumblaokeris (..nl longcvi,yd-p .anfi Mand dintorkm[d,Ii-l.F-IR-1 is manila.-d to i-kok
fr,en[In oviAe the intrnded kn rovit anJ rfonnanc<.Pradn<rs ',f arms wnh sod suaac<eva Us entice area of pnyskai propema s,:'.'ncsen[[o tide the m(<ndW longevity and rlonl:mce.''Musts cificatipna witF.s.i!smhr<uvlr thr cnn:¢a.,ra of hvsrcat n cew•m tmtm m he mt-,IAi Ism st ar,A fnnanm I'm
raj IaJ n,aW fo,,ore and to`^sore blmka is pbysial,n'np<rt,es sV pr S 1 pe Pp• pt^ Profile View p- p,pc,V p vid<I
Lots 66&67 Outlet SwaleA ron 20 30 8" 9 18" B FlgureE-ProBteview bI.k,I.Fmthm mbml o ,re rA,n 1 Figure F• g 'q pan yid f..do w tSRure F'-Profile View
(� (� p withxn:lw I.sva the more area of avhfrn,nd on dm.nment WF.F.X('Fl.RI SFF.C.and p<rf mce lnC atim may be boM,n P den regn Iav-be fwnd on domwlrnt WE EXCEL Rl SPEC and patMmm:cc infamlation,nay b<fa„d on alanke[<FuMp,cnu•:al pobas,egv,to aJJmo,vl mny be f,uld,n dsxalmrnt\tlF.EXCEL Rl SPEC and pafi nodose mfinesanoa may be Fuvnd net
blank'.cPw[Ix.,enuwlFor"' dmdnnal - staples h,I„ai pamt�are iArnufiW,n[•:g,rteU doavmen:W'E.tiXCEL RI PERF.Alldoa:men vailabkh,m Wlsl-t:<.1,,or Techmt I staples.Cntrcalpomts are,dem,fiW mF,gureG
t„1 ern,,« don 11 WF.F.XCE'L.AI PERF All rIx variable ban Wcwem Exc<Isinr Tcch^.iu -,,:x„w, dx eo1WE EXCEL_RI PERF.AIIdoc e.-.v.ilablefn,m W'.,-Ercclu.,Technical a<n1...
Lots 82&83 Outlet SwaleA ton 20 30 8" 9 18" B mpl<;. n< onto midmllbWin,g,nG. 1 .Add,l."-I.�a�-.a ,realm:md-I.I.F,I-)R- „m set elxinrxnm Addili-oi--,<"�.I<t ,--w IR-,moon t z <lai.ren >wF
p $up wta wwwwc>ac,s xFRF m q p a St¢ 6-Contin.c Abn Sba-Con k[< PMn x w"w xenon`s q, pod pl nrwww wmwm m.Addi n,almaM c,ryuiv lent pmJ R-I must mea
LOCAL RESIDENTIAL ROAD LOCAL RESIDENTIAL ROAD Lots 86&870utlet SwaleA ton zo 30 8" 9 1s" B anneal ae.ax xs F.TceI R-I asf)lows, D q D D Stepb-Continue Akvg Sbpe-Complee -
Step b-Continue Along Sbpe-Complete installation ,demitA cr*.-.as Excel R-I as fo)ions: Installation idca,k,Icrk,F,az F 1R:a,tolkws.
p matanad,a
(xerml adjacm;blankc,s as,bnxnmF,gumCxnd Oval. d blankn>as slwwrl in Fin CaW
I.Consiwot'machine predviced.weed and deMis fi<medline bound basing]`,synthetic, 5 3.Searctx of,lo;r.usio i (%onsist ofmachme,sod::ced,wu<!end debris free exwlsinr bound[oa mngle,synthetic, P•ismm 4„rc 1 Cons,s:of mzchme pnfd"ced weed and debris fro excelsior bound:oa smgie,syq;I,<tte,
R•<rlap adJa<an blankmms::ownm Flga<C and rc [,'tp, gstup:,ng pho,Megradaale eta. ,earxm repeat Step. ..e tx,f Sbpe using staPl:ng h de able net.. au
CROSS SECTION-SHOULDER SECTION phmodegmd,bkfw: m,I.xn,.F,..E.So,-eJ,Y,f amm[ noes pea a wr
CROSS SECTION-SHOULDER S E C TC O N pat l'rcp y Ser.m tx,!ainp<.amR x.pb g 2$n,Lm<m Ienx;k sa tn.tn, ne a anden nmg¢w m-.in in.�,y d�ng illedislkn g g 2.S.ti<irn:.us,k suxngd,,thickness m,d mvnu3e:o m ncelueyd,�� lotion Pan m n, ,n Flryrx fi.Saxn<ages of
g nstalea,onb,•.,!".tlow,-,,.Img Ne >g insla r.Au n.n :xmlbuonb 2.Sudicienttrnsile stmngth,lnickntcxaM arveregebmainlein inlegri!y during[naWlalim
paa<mshownin FigureE Sewr<edgcs of andrnsure ma:`real Derformmce, m.inal zA and aiwm ma5nal p<rf;mem;c. net y,.,Io,gart0'internls along the aMmwre mmenal petb:manse ^fO1P° •
N TS N TS w.lonenby„pnnga,lain<rwlx.lmgaw S gwE!hinAASFITONrrF.rda?b es mal<d5c.
sxro Nrrer aambaw N fpeP
IertnnPl edge 3.MWFf-'iC,AA t< 3.Lssnng wtNin AASH CG da.base
_-_- - -._.............._.__..-.__..___......-..................._..._.._..____.-__._-.-_.._--.....__.-__....._...-.... 4 Mee[E("rC specifi<a6ml Ca cxtegorY 2C,mans'. FI ureG-Critical Point Seeuri" n.May ECTC spemEea;i,n for ca.gory 2C,made` a.Mvret ECTC,p.ifimuonfm<..,...2C)nMnc,
.- ...-...... -__.._....-.____...__..............---.............I............. ................._....
........-......_._.__-......_.................._._..-.-.._._._..-.-__.__._-._-_.-............ R R Figure G-Cntical Point Securing Ntigure C.-C,ridcal Point Secnrng
KINGSBURY RIDGE - TEMPORARY SEDIMENT SKIMMER BASINS kbnmmro Wl EXt:,J_RI(:1, -.---WE_EXCEL RI SII kummtd WF FXC,F,I.RI_SD
CONSTRUCTION NOTES:
1. ALL OUTLET SWALES TO BE GRADED WITH SIDE SLOPES AT 3:1 MAX TO TIE IN.
i TSSB#1 TSSB#2 TSSB#3 TSSB#4 TSSB#6 TSSB#6 TSSB#7 TSSB#8 TSSB#9 2. ALL OUTLET SWALES TO RECEIVE GRASSING&TURF MATTING FOR PERMANENT
Q��� �' •EI mnuj.N.ssd a Ex<ala s¢• _ �`<; '•Instalnci6n en Pendiente "EI Dibujo No EsfB a E,rak Se. >\x ��>:• +EI nin.jn Nn Exw a F,ram s¢.
STABILIZATIONWITHIN7DAYSOFLASTLANDDISTURBWGACTP/ITY. ��\,"", lnstaiaci6nenCanal §,o� a.,,-a � ���instalaci6nenPenaente• _
lnstruccinnes EXCEL.R-1" �„ h)shvecinnes EXCEL R-1`� Figure �,�, Instfucciones EXCEL,R-I" tYgura E
DRAINAGE AREA i 1.92 1.91 1.10 1.58 1,37 3.31 2.91 1.92i; 2.45 3. ALL OUTLET SWALES TO RECEIVE RIP RAP OUTLET APRON PROTECTION PER `•�``'' _ ry a '*a a a 'n a T x• `penthentePmnnlwiada(:2x:IV) ,-t 7
,.. FYgnm to �a° Fi �� 'g gura
Fignra F R4ra C Fi C
F'ure E
DISTURBED AREA 1.92 1.91 1.10 1.58' 1,37 3.31 2.91 1.92 2.45 CHARTS GUIDANCE. ra,nl-rreparar6naelLagar Fqua g _l (' Y y %� Pvo1-Prepanci6ndelLugar ���. ,•-I•- Paso)-P.ptr.66n del Loan, r- " y� x x x "
REQUiREDSURFACEAREA(S� 2,031 2,013 1,164 1,673 1,450 3,497 3,069 2,028 2,588 I+slbRrr.<�"<IwtdlAnanyr< -u gr FiRnrnc i P,<means.s1.•"aP<rnd<lamm�yd<bp<ndi P,<.reeltls.r.`.•der<Ipnrl,Rlan<n".d<l.p<men<
` T
R<muemdawmka N, x •,�--
d• ,P as.w.r m
>aan:meI.-I". .e Faw I< R,.r.xraaar:x:i.a lema,..m^onan<L
R<mu<v ➢. )mrnxa. ,Krr i< x , .. ,. x x x aceeamdcM marlrsa antes dchmsmlx,dn :F' .F wpm
REQU/RED STORAGE(C� 3,461 3,430 1,983 2,851 2,471 5,959 5,229 t 3,456 i 4,4i0 b b-, """"'"'et "^""x''""' w" x x '°`"���m"'ar'ma�'"'"'u'x w' x x x
TURF MATTING(TYP.) g g x.n„nPm n<�a <a„n.<a 1. :Y �arcgre<I to x .a<"r.ne s a,<Pedry,xxlc'o man<.<am<.aaa-.s s
pmalmn - era: Fi ure F fma,<mr
EX.GROUND a N gnu F
LENGTH(til S.A.ELEV 80 80 _ 50 65 60 90 80 80! 80 __ - �...w - _ �____.. ____.- _____ ___�__, w P-2-Semina ?" +": x x Pane2-SemRk •s- g x x x I Paxn2-s¢milla ..re s �r
;X
A«.,,xw
...e^ mu:..il en<II
WIDTH S.A.ELEV. 30 30 25 30 30 40 40 30 35 erxn and xa ,nm,amg, a�n t S n• ^�• yr ac h x tf '.. b ma b me soon r ab h«m
eat meta. delase
--L� _L' oalm,nyms:bxdeld,ceoo a wa myumws b<ata .•l•�'' - y}r�,• xrMebzr ,mat dusMoalm,equlsem buks •'fir'•''•�•.' Nl B! x nnMaln rzn, .Idrunooalu f' ; �', �•'
xcurrJ t y gore ,equ.l:m lnmM
DEPTH 2.0 2.0 2.5 2.0 2.0 2.5 2.5 2.0 2.5 3:y --'t--,- nmalm,;<ab.,<a„<aa.<. ."v-, �• - - _ - :.. ,meta.,,>ega.wa, s, £ FigureR xww Lta<gfm>a,:euw. t'41SF Feu:.F
S/ PX' - raaa3-s<keannaee a CPT ';�
�F S(,M Paso 3-Seleeti6t de,Grspas L5P• , , a{pY' pas Ot5?"�• Pas,3-Sskeci6n ere Grapas „t +e \ '�
ACTUAL SURFACE AREA(S 2,400 Z400 1,250 1,950 1$00 3 600 3 200 24001 2,800 S(Op OpE 4>tielgn�a ,Rs;+ p;g:e. a
FS Leminimo pax IXtrosnwn8r.pvd:cabart ll,dc6 ,t:,.*:•:•�:: ",. s.; ,"I"' lomminogl:<;rzlebeuwsmgmFa,..I1.Ie 1L26 •-•,FK I� vltm a¢l eland r�<•a,a- a<canhr<II,26 yi Ft 11�i,'e D.vlara a¢irl8lln
S�M .-..'' r'f - Fi ure D-l'icta del Plana Pura D- mmmequ<xe gamp� -.Q,_
" ,_ " n d<m Inn drwraa wr elw I 'a" •'^ R m.d<I:agoy Im 0.aa:.ra,ummj ramjmak .,•t<Q��- } ig.
ACTUAL STORAGE VOLUME(CF�I3 3624 3,624 2000 2904 2664 6,844 6,031 3,624 I, 5125 q . _ _ .�S\O g•r Pamxe,, a�a :fey.:^:r alaI-s,mla....nc:m:a,<m> !Gels• !,,d,.:a�'�1' 6"kl .y t„I d :eaa Wr xa,err<I„k.a hht��a:��� '• � x R
1 a l , f , f • - -,--.- 3 a n P,nar« o-r n X? <;.e•�v,;«w"^f.. <r- asxa.PxA< smpa ma,mrge<. w'k 1,-I FSgnraD ,.,,.. �aw�. o,�!aw<a.Lmq.m"..<.un :xm,, •x FiguraD
:.. ... ` auwAk, mvabnaomn<mmwu, I supzM ti ry�•1..,,.rwt� ,
... ..- -. _. _. ......... armm,n :mr FaWs mid W, ' rcpx.0
Pax^ morn
•'�.r..<: -.Yet,...: ".
TOP ELEVATION 234.0 237.5 249.0 238.0 226.0 224.0 2-- 238.0 249.5 w
3'BOTTOM WIDTH OF SWALE 'sand-Ex eve zanja pa aAn¢lajev Saj<t< V• s'' 4'�''a°s• - Paso.-Ercave Zavfa para Aoaajey Sujete ..• Paso4-Exeave zanja perm Anclajey Sujete '� --; �C
,r; ❑:a^.' x.q« etc Y Lt.
EMERGENCY SPILLWAY ELEVATION 232.5 236.0 247.5 236.5 224.5 222.5 221.01 236.51 248.0 ¢I c,jin %re , V - ,j"n <I c,3in " " „ „
F'u e F.
Fx ,11e 1m .).logo d�mp .Iw„nd:iu £stave o ps.-iblar3oJ.-.M „mde ms pt„mA 'g muI~I.oe runn.�rcu•wz Exrd<.arvnJ-e GEa, Ftgar9E
P FigumA mPlma aa>miba eel w!m taxal,. R a°"w'aWn<a.w'k< NtiguraA
TYPICAL 3 WIDE OUTLET SWALE ..a-xa<II..,!, ..y.n:a.ae,rclb'a<- .. ewrc� pmdimkfam;.,n W. am dl bl ,m)a wa.�,re-«
S.A.ELEVATION 232.5 236.0 247.5 236.5 224.5 222.5 221.0 236.5 248.0 remx.,w,kxwinxael<.n. k am „„ re nabwa kl imbb,sn,«r<rbm.d ache d r n.ber, metal lb,: n6md anrh°
Yh^w t,,merb,n Maxhnvb Ybndc'ro£InauM DgmF«!w,r ak•Im3o dxl honk ,6,rds ,'la'.,y-,try,.bt,,n.I.Aa
BOTTOM ELEVATION(Includes 1'Sed Storage) 229.5 233.0 244.0 233.5 221.5 219.0 217.5 233.51 244.5 m,g°,ae,a. `• s-I..-1;; lu wrlaaa<mPak:e< � ¢° ,maid °
m de aowae dad LnemPenw,mabla,g.de�:mMde '�' bxn uv let' :fr maema:lrcneb,�•.".'awayaawia.-.11'.I"m
SECTION W/3:1 SLOPES DETAIL b-,,,,,<arl,,�.,:<na,em;x,.-,-elm<,e,jen FigaraE_ „w- xf Ali t F E- '%=, ein!<r!oVt,,mJ"nte:w,aebwuna h - Rnra
d
RaW,(vn ,g.m y
gar
FY E-
ream <m(-soh<:m,xae ; ebw•a, nikm A<m na•aa Fl.m
yes k
SKIMMER SIZE 1.5" 1.5" 1.5" 1.5" 1.5" 2.0 Z.Ox' 1.5 1.5" ti;k "g a' Fw a..E'yF" vi.ma¢I "' Yl... g del Col viaaaal
c^tla Plsoo PaanS-Sujete el Cucrp,del Cgjn a c Piano Para y-Sujete el Cu¢rpu der Coin '::^a .err Plarto
SKIMMERORFICEDiAMETER 1.25" 0.875" 1.0" 1.0" 1.0" 1.5" 1.5" 1.25" 1.5" Paa,s-snjete<Ica¢rpoaelc,jin rPrrx«,n
Darnrdk<u n ax:aaanerxar h ma ,k ate..
era r.1. >,..c.<.<., xamn<c nhaa Io rind`lam w
I)eneercakrtw is kx,a aM,u de.We la met Mmirb xTM'aa'e•t tt~ o-eeemeR xllr M>el PavM 9:ax� ' " tool N naJe an<mle. xwfce«t':m.
EMERGENNCYSPlLLWAY NIDTH 12' 12' 12' 12' 12' 12' 12' 12' 12' wet xryod<�wl. aw , s - m . <
Te.•. 1 .nod rend.I :Metes swrnc<n<,r..o.
, w k Fna.aw eta awjm; e m
a.mn.mD nr-L.w earl.
en 11 s uiemLa ,o eae pamque:n lweda em.W:F arcane sr mlxPia•rnI t�2'•r ae•o-abs Wnem'm1 a!r'wmoa<mua"ba"m la`Fin un'
e avm Uclelz a.nmd<<,In>.n,.,apn P,x We w F 1
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rmnlm:m wtrw,.wad<u,a+enyapr la vnlw,�wmo })Rum B-Vista de Perfil FigureC-Corte do Vista Transversal
IPi.CnlMue rlrM1n pie M,alw-I delde.mba Mm rand•:.^wwucvanu M'ten>Fxl3rape la onlmmcane
de eiu£n• 1 wla^gum F&uygc<I w,m.eala,la coe et rnbfS.,ae Su- Iw
m'wmru:a+no yalx a;.nawa wet' 'Se T4L't A fic.66.drl ProduetarEa ash re.z-,Inaeta,ad+<on el
RafionalMethodQ=CtA(C=0.5,1=varies,A=above 6.2 6.2 3.6 5.1 4.5 10.8 9.4 6.2 8.0 msK.,aEsam<e, „ndx�„ tern° Aplicaci6uaelPrnduc[o/Fslxi6cacianesdeEquival¢nca panaoce.+nwmy.<m.a r.eFIDnDEI F pecicacionesdeEquivalencsa m"d<ngw°y:wmamnmP,KmDF, ApBnci6ndelProducto!EspecillieacioueedoEquivaleneia
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WWin.o.,pado Mexmu ..,.l's-oeI a<idu Wamn:Excel=tor lib:P,Mabrn Relic Conuel ten, Id;1. -,o"rSe Wxnr Excel R-l. uedo W--F.xcelsia .ul:F ..Roll` lazrcn•f<e�Sr�wdo..I. ".r`xlnrin»�nI I
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l'intensi 6.5 6.5 6.5 6.5 6 6 6.5i ,,y"'e x el<br,:s+r&ep.rdm,y irmi,erafa, Eros,6n(PCER),.,m&d<,;..,wnzdeexalxiaunikn,e .,n mmw(cos!da). wl,r ,,Ian Paw a e8unrq cl pet yuedrw;-mdu,u:,nn:rrmarb Em k-FRI f:mdoh u<anma:z...x<,x,m.l .i..m .(wxida)aun.=.olarcJ x ,mraa<guw Wx J1quedewjemdow'uxr:texn E.,i6^(FCI:R),f.,Wode"n i"*.."i°rnnid-.iremenc(-,u.)a solarW.^.Ilea
psmsm.:vq mWxde ac,xmdawficien,emen,r (aerie mdablc ¢x,N<nv71.ax,da at.I del EXCEL R-!e>apmxm:larh:n<n.l8 nwxs.(La vide pit rc.l FlgureE .ra.W- tM TradabkepanrwPerM)la vidae,:!",:X(Fl.lt-1<s ...Adam^ .!8mrxx vi.�dilwa, FiguraF am r una a
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