SW6170401 - The Crossings at Cumberland (4)

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SUPPLEMENT-EZ FORM COVER PAGE y Cnviranmeru�
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Please indicate the types,quantities and locations of SCMs that will be used on this project:
Quantity Location(s)
Infiltration System . 3 : '-North,East and Southisides of-Property'- Project Name:
Bioretention Cell __ ° '
Wet Pond - ' The Crossingi-at Cumberland,
Stormwater Wetland - - - •
Permeable Pavement , , ° - ,, - ;`'i�' , � �' - Address
Sand Filter " • 7051 Rockfish Road " -
Rainwater Harvesting . 1
Green Roof w
Level Spreader-Filter Strip - , -
Disconnected Impervious Surface - .. City/Town
Treatment Swale ` _ ` _ ` Fayetteville
Dry Pond , - " -w
Designer information for this project: Applicant:
Name and Title Jeffrey A.Nobles,PE - z . - ; Company Cumberland AL Investors,LLC ‘ ,
Organization Larry King&Associates,RLS,PA = Contact Aubury'Holmes °.
Street address. 1333 Morganton,Road,Suite-201 e - Mailing Address. 4423 Peasant Ridge Road,Suite 301 >.,;;; , _
City, State,Zip: Fayettevilkit:e 28305 " _„ , City,State,Zip. Roanoke,VA 24014
Phone numbers) 910-483=4300- - Phone number(s). 540-774-7762 - ,
Email. [e-mail] - , - Email [e-mail]
Designer
Certification Statement
�......�
���a � 11re� I certify, under penalty of law:that this Supplement-EZ form and all supporting
`�,,,a% '(�,,,AR° et information were prepared under my direction or supervision;
:.. -1.*E.SS/0 ,4.,� ,1. -that the information provided in the form is,to the best of my knowledge
Q� y< ' 1 and belief,true,accurate,and complete,and
SEAL _ J�Th
Signatur D-i -that the engineering plans,specifications, operation and maintenance
31459 r.= agreements and other supporting information are consistent with
the information provided here
e cafes
frjC ",,,,,,,.. Se oe a 2 �1 I am aware that there are significant penalties for submitting false
i�jilA. ©• J—J l —I I information including the possibility of fines and imprisonment for knowing
�‘,'/CS %%.- Date violations as well as a report being made to my professional board.
Cover Page 1 11 00 AM 3/31/2017

INFILTRATION SYSTEMS The Crossings at Cumberland
THE>DRAINAGE AREA :1
...�,.,.. �� � .,..,.�
(Drainage area number Infil Basin-1 ;Break down of BUA in the drainage area(both new and existing):
Total coastal wetlands area(sq ft) sf -Parking/driveway(sq ft) g(•.
Total surface water area(sq ft) • " sf' -Sidewalk(sq ft) _ 4215 sf `
Total drainage area(sq ft) :, 92187 sf <, , -Roof(sq ft) 41194 sf a
BUA associated with existing development(sq ft) sf_, , -Roadway(sq ft) ,,
Proposed new BUA(sq ft) 45409`sf -Other,please specify in the comment box below(sq ft)
Percent BUA of drainage area 49% Total BUA(sq ft) 45409 sf
COMPLIANCE WITH THE APPLICABLE STORMWATER PROGRAM _ "' :f
Stormwater program(s)that apply(please specify) Design rainfall depth(in) 10 in
Phase II ,' -(Minimum volume required(cu ft) ' 3790 cf
�2a. - Design volume of SCM(cu ft) 22806 of
GENERAL MDC FROM 02H.1050 _.. . .,..
#1 Is the SCM sized to treat the SW from all surfaces at build-out? Yes ; I#7 If applicable,with the SCM be cleaned out after construction? Yes `
#2 Is the SCM located on or near contaminated soils? - No ( .
-,--�#8 Does the mainetenance access comply with General MDC(8)? . Yes' ,
#3 What are the side slopes of the SCM(H V)? , ,, ; 51 #9 Does the drainage easement comply with General MDC(9)'? Yes
'#3 Does the SCM have retaining walls,gabion walls or other engineered side slopes? ;; ,No #10 If the SCM is on a single family lot,does the plat comply with General MDC(10)? ,;,
#4 Are the inlets,outlets,and receiving stream protected from erosion(10-year storm)? Yes #11 Is there an O&M Agreement that complies with General MDC(11)? .Yes
#5 Is there a a bypass for flows in excess of the design flow? No #12 Is there an O&M Plan that complies with General MDC(12)? Yes
#6 What is the method for dewatering the SCM for maintenance? Pump(preferred) t#13 Was the SCM designed by an NC licensed professional? Yes
INFILTRATION SYSTEM MDC FROM 02H 1051 ��' - =.,
#1 SHWT elevation(fmsl) u,, 176 ft ,_",#5 Length(ft) -224 ft
'#1 Was the soil investigated in the footprint and at the elevation of the infiltration system? Yes '#5 Width(ft) 35 ft "
•#1 Soil infiltration rate(in/hr) 10.8 in/hr:_, ,(#5 Depth/Height(ft) "3 ft,"
#1 Briefly describe the hydraulic properties and characteristics of the soil profile #5 Surface area of the bottom of the infiltration system(sq feet) 7602 sf
I , _ �" - i#5 ofthe designvolume(in)
,- - ,• - �� _ ��"�t � f�, - � Ponding depth 6 ia`�
Estimated
- ' 5 Es imated dewatering time(hours) 1 firs,, - a 'r
#5 For trenches only Perforated pipe diameter,if applicable(inches)
#2 SHWT elevation(fmsl) 178 ft ,#5 For trenches only Number of laterals
#2 Bottom of the Infiltration system(fmsl) 178 ft #5 For trenches only Stone type,if applicable
3#2 Is a detailed hydrogeologic study attached if the separation is between 1 and 2 feet? i#5 For trenches only Stone void ratio(%)
#3 Proposed slope of the subgrade surface(%) 0% '#5 For trenches only Is stone free of fines?
#3 Are terraces or baffles provided? k NoJ#5 For trenches only Is the stone wrapped in geotextile fabric?
#4 Describe the pretreatment that will be provided #6 Is the infiltration system located underground?
'Rip Rap forebay has been provided , �` • , :� „-�, , v #6 If so,has at least one infiltration port been provided?
I
;ADDITIONAL INFORMATION ,. _
N A� T N ,,.. . ati„ n
'Please use this space to provide any information about this infiltration system that you think is relevant to the review
Dewatering time based on bottom surface area with assumed vertical walls with infiltration rate of 0,5 in/hC ,
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Infiltration 1 11 09 AM 3/31/2017

INFILTRATION SYSTEMS The Crossings at Cumberland
E,DRAiNAGE AREA f -; , '"',.—-,.'- ,,-.-4:1::' .-;'-'..,-",-- i'-',',i;"':-.-'::' : ''':"-`'''' -.., , '' " f. e,'''::04 - ' —:' '-.2:',.-' ",-.::1-'/' : ,-,'' '..:-- .,..' ':: `..,`,'>, ;.,..;;' ",,e.... .,.' .,-,-:' ''' \-::''':.-. <.'- `;-'''',,..'' -F''
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Drainage area number '‘',..trifil Basin-2‘,,`;- Break down of BUA in the drainage area(both new and existing):
Total coastal wetlands area(sq ft) '1:P, '''''...,sf .';'', -Parking/dnveway(sq ft) ,o,.'28794sf-
Total surface water area(sq ft) , -Sidewalk(sq ft) ,-2.19,3,sf
- • , ,,,
Total drainage area(sq ft) - '.88125<sf: i -Roof(sq ft) '',','.•,..16-363 af
BUA associated with existing development(sq ft) " .. jsf,,. :,..` ' : -Roadway(sq ft)
Proposed new BUA(sq ft) 5-‘ -,47350Pz',:ke, -Other,please specify in the comment box below(sq ft)
Percent BUA of drainage area --22,"f ,1%„* 1.%":!,i Total BUA(sq ft) ,;" 4736Q-Sf
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COMPLIANPEVITH THEAPPLJCABLEOTORMWATER PROGRAM••;.;°<''',:,- ,,, ‘':,''':-::: ', -7.' . l':- ':, ,4' - .7` '',;:•' •,.'- -':..-.;?';---'''S'', ‘:,,i1.,..:° :, `,.-'''',''::`•'''''''' :.! ..t''''; ': ' '' '' '-: s:'.0"":",.:'- .,— '., '-'•;‘‘--.1-,,, '...!•, .- '.:
Stormwater program(s)that apply(please specify) Design rainfall depth(in) ,,--,' t4M
.. " .. ,- _ •._i
Phase II,..,,,'—'-, ..',"%;` ",;"1:"e `,", ;:,, <", ,=. ';`,`: ' ''"--':''.'' :',.`',,, i''.', ,'i ‘''-:'F'" - ‘‘'," ' '''':"' ''','-, Minimum volume required(Cu ft) ,',.,,.-_,,` 390 of ',,','YJ :
' :,-,,,'-'-",,,''i•'''. :,-',P,'''.. .2-: _', : '''_-_ '''.' ,_°",--, ' '- _..;,:"I'';'.,- ,,t',.,,,1,• '',. ,i'. '4,,,:,, ',‘„','F...‘.. 1..,'; ,,' ." ,. Design volume of SCM(Cu ft) ''-'' ,3088 of
GEPIERALM00FROW02if.1050c,,:,,,.;',' ,1,, 'Z'A -%7- 4 i:. , '-; ,'4-.A.',` ;';: ..;,, ,,,,ii, ,.:: ' J''',- ,,:- ' ---,- `.. '':' ' ,;'w'' :'4:-,7,' '','''',,"-,:kt,,
„.. .„. •
#1 Is the SCM sized to treat the SW from all surfaces at build-out? :, Yes #7, ;#7 If applicable,with the SCM be cleaned out after construction? ,,,n1;4Yes
#2 Is the SCM located on or near contaminated soils? -4 -'No < ,,g5” #8 Does the mainetenance access comply with General MDC(8)9 ''',- :- --,IA
#3 What are the side slopes of the SCM(H.V)? ' ' ' 31: ,--.":- 1 .#9 Does the drainage easement comply with General MDC(9)? :9 Yes-','„,:,
#3 Does the SCM have retaining walls,gabion walls or other engineered side slopes? - '.,•‘,. '',Isto, ., ; 1#10 If the SCM is on a single family lot,does the plat comply with General MDC(10)?
#4 Are the inlets,outlets,and receiving stream protected from erosion(10-year storm)? • Yes,'1 Yes ,#11 Is there an O&M Agreement that complies with General MDC(11)? ,-;,",`' : ,Yo.*";,-,
#5 Is there a a bypass for flows in excess of the design flow? ', :00 '' ,i#12 Is there an O&M Plan that complies with General MDC(12)7
#6 What is the method for dewatering the SCM for maintenance? INmp(preferred).<F,#13 Was the SCM designed by an NC licensed professional? .fc- .! '•'Ye.,, '-''''',''
INFILTRATIONSYSTENUMDC FROM 02H A051 !,,,,:
#1 SHWT elevation(fmsl) i', '4, >1/7„,.ft f'•,'' #5 Length(ft) -1,'' ,!'4$6,11'.,'-%
#1 Was the soil investigated in the footprint and at the elevation of the infiltration system? ;.,;; Yes ' :, '"#5 Width(ft) ','-;:226A''',
#1 Soil infiltration rate(inthr) ..( J3:1,initir.,"::",;; #5 Depth/Height(ft) .--:•,'';'Z--fr.
#1 Briefly describe the hydraulic properties and characteristics of the soil profile* #5 Surface area of the bottom of the infiltration system(sq feet) '...'':'"13324 0
:-...q-, ,%, AI:,,-, ,. ',,,,i,:;3-,,- -,- •,.., ;,<.,. ,-.1,T.,;,,,,,, ,,',_, ::.'„ ' ,- -'" ',,',. 1,,;,,, -,,,,,,.q.',- '''...". v, , ''.k.....-','' ,7'-'11#5 Ponding depth of the design volume(in) .1-,:i „.'.,..:-..4 iti';,,
,..k,, , ,,,„,,,,.:,,. ,, ., ..,, .,„,, ,,, - ,, .„,.,, • , .,. .;--,,, ,;...•;,, „) Ito , ..,,,,, ---,.,,,,,, ..,,J.
. , - '-,.,----- , ,--,:-, — -4, ' - ,',-' ', .,;`'.,',,' .`,, ‘ •,,, , -),-„,,, - '',,,,',, , --- .‘,',' '. :4;#5 Estimated dewatering time(hours) ','("',1''`<1.,-'-,-,
- -c,.„; '..,-- -7, ,--f,-, :-', '",.,„ '- , ' ,'-, '„,'"'", ,'.."'', .'• ,,,', -"r",",'-"..--- 7' -,'-':,41- "'' -,
,., ,,,,:i ,v,"„; :,-,1; - "; ,,... ' '',,,,--,:"-,!, ,,'- ...1,--- '',.. '',,"%,"., ''-",-p„, ‘-,",,, , .. a,,,f,, --":">-•.4' ' .-,.#5 For trenches only Perforated pipe diameter,if applicable(inches)
#2 SHWT elevation(fmsl) .i '177N -r-' :#5 For trenches only Number of laterals -:!:!7:--:-- -,' 1: --.: •,''''.!
#2 Bottom of the Infiltration system(fmsl) c,-;,'. -179 ft '',.-=- #5 For trenches only Stone type,if applicable
, .
#2 Is a detailed hydrogeologic study attached if the separation is between 1 and 2 feet? ,#5 For trenches only Stone void ratio(%)
#3 Proposed slope of the subgrade surface(%) ?':- QTis,"' -: #5 For trenches only Is stone free of fines?
#3 Are terraces or baffles provided? %: NO.,-..,*`'..'-' #5 For trenches only Is the stone wrapped in geotextile fabnc? _:'.•. .-;.,-;,.,- -',-.,,,.i';-! !
#4 Describe the pretreatment that will be provided #6 Is the infiltration system located underground? ..,-.-4."
RIO Rap_foreVay at inlets ' -,',.‘7•2 -'''` ,,, -- .' ,'',:''' I,',:-,-:' F #6,.,,:1'4', ' , ' ; -,,''--„:;,.',-;'-',--! — - ' ,#6 If so,has at least one infiltration port been provided?
40DITIONAL INFORMATIOPV-'5: :-.-, ' ---'' • ---`;':i'' '':zi;'' -", '':-%"'"'-j' '":'' '' ''',;-:'"- -" ,t: :1--:'- .:: ' ` , ''-:':',--"aV '`''- - : ' ''''. '' ;''-: ''''''''''''''''''.'P:'; ''t,''' ' .-.,'c 1.---',',.‘::•-,..,,P,
Please use this space to provide any information about this infiltration system that you think is relevant to the review.
Peirateriogitirne based britottom*fade area with st-umedvortical iiab;iivithfinfiltratiori rate of 3 liniji'r. -‘— ,',', '-%";">,.-r: l',,..',-; ',' '-',' .' ;,. ,,'.',.- -,':''.;‘,-'` "; --;.-‘'. .:-.r' ..., v,.,.,,. 1-.,r".L.,',q-
---v .., , . , ,. /,,,, 4, --,.. , ,,,,, . ,.-" ,. ,, ,,,.. -- _ ,,,,,,; 4 : .,:'''..',: "-''' -'' ' "".;:1 -, ''.." „-",
'' ' ' i-: ',' ''''''-- , C' ' ''''*' '' ,q''''''. ' > '',.''. ' ' '' '' ''''''''"''''' '''' ' ''''''.4''. ' --'''""; :e ':' '0''',. :,^.;,P t' „ , 0`.. ,
;;' ":''' ' 't'''';' '',a, ". ,-`' '' '''''' ' ' ',' i' ,
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n.-",°? ''-'4'.,- ,;', ; n, ,„,;- ;.- .T.,,,-„,, „- ,72 .,,,,.„,,,,-,-,
' ''''''''''''''''- : ' --1,-':"' '''•1>i, ‘; ',1*7 '-'' , ..' '''',','v: ''''''•:.1'.....:-':' 1."(.,=e ''''' ; 1;, ' ' '''l' •-• "''. ',1.1i'- ' -,. ,' ' -N'..-'"::,',:.-- -..,-.,.. ? "--' t$-''' ,::,-. :, , l'r ,---,-. .,'' ''• '
Infiltration 2 11.09 AM 3/31/2017

INFILTRATION SYSTEMS The Crossings at Cumberland '
fiii'iiiiiiiiikoaA'7a47:::'7,f5,,C,,----: ',',''''''' „,.7'.-,,;fT-,',,':,-'-"-- „I'•'il,i•T,';',,,'",-',",:•_,,, 2., .....--,,, ,. •:, .,,- - ,. , •--,,,„ .,, •. %,7' "',•- "";, r,''„-•.,,,,,,-.,,,,. , ' -,-, , ,---•:-.-,:',,•:, ' ",-••-;:7 '...,.',- •.'• "k-i.,- , -, , '
Drainage area number -; *Infit Basin-3 ;1,Break down of BUA in the drainage area(both new and existing):
Total coastal wetlands area(sq ft) , „. .".„.' -;--,- -Parking/driveway(sq ft) -", 12221 sf
Total surface water area(sq ft) '' '''."..-,1-, '4' .4‘ -Sidewalk(sq ft) ''' \1905,sf„-,
Total drainage area(sq ft) 4- -' 68048 Sf, ,";.--,,,, -Roof(sq ft) ' ''' ,16322V,,,'',
BUA associated with existing development(sq ft) - •*‘,,,,, -`„,*,sf -Roadway(sq ft)
Proposed new BUA(sq ft) 30448 sf',,: -Other,please specify in the comment box below(sq ft) •,*''' - ''''t.4r ;!
Percent BUA of drainage area 'A' 45%:,,,4,' Total BUA(sq ft) `,:.:-,30448-sf:,,,,,,,
COMPLIANCEWITIITHE APPOCABLESVRIVIWATER,PROGRAMI't :`:::''.:',.,. '' s''''"j: -. ": :" . 4,*,',ar`;'.'s,.-,;"f!'••--''s!f",;::"0":"--. 4Wi. ",sf- ',1:',,,'" ,,-'";1:',;,.,•-::;.:4-: —', ''.;,1 "•:.•::: '..,,-,"-','i,Z'; '.,...„::‘,-f„...,,,.;',:,- .,'-',.,‘,ki.,7j.;...,,,,',S.>.:-', .4',,,.:
Stormwater program(s)that apply(please specify): Design rainfall depth(in) :.-' •'i--, 1.0 in,
Phase II -:' :: ,-,'-,,','' >-`, - -,-..ir ---- ,'-,','-_-,'-,),,, ---.;',i ;;',--T-,-,:,,: -i.i PK , ,,...' -- -','-''' Z: '',. -',---- -,:z4,, Minimum volume required(cu ft) ' 2567 of
Design volume of SCM(cu ft) ,"" 26279 c(.1
" EistERALIMDC FROM 02H;,-1.0SO. s;ls"--' ""Y'--—'' " "%.,I.Y 'S - `"M.",- s- '„,.,"...,,,,,.-...,,, , -„,42,,,,,„-; , , , • , s - „,-,;,;,. ,s ,,• „,,, , „ ' ' , ,•,,.,,.,,, , ,,.., ,,,,. ,,:,,.. „:„'; „...„„,,,,,-. , „, i
#1 Is the SCM sized to treat the SW from all surfaces at build-out' ° '1:1.-'-Yes -;'...i!'' ':-,#7 If applicable,with the SCM be cleaned out after construction? '''' r-YesP'''
#2 Is the SCM located on or near contaminated soils? ,',' ,NO‘-`i4‘ •;,'-;Z,#8 Does the mainetenance access comply with General MDC(8)? ,,,,.1.''''',
#3 What are the side slopes of the SCM(KM)? ''''-- ',6'.1', y ' '* #9 Does the drainage easement comply with General MDC(9)? ' Ye& -,
#3 Does the SCM have retaining walls,gabion walls or other engineered side slopes? '„:" ''449 -:-,,.,„--:,., #10 If the SCM is on a single family lot,does the plat comply with General MDC(10)?
#4 Are the inlets,outlets,and receiving stream protected from erosion(10-year storm)'? ,,,i-;'Yes„.,1:.-7 ,#11 Is there an O&M Agreement that complies with General MDC(11)? i"' :4."- Yes
#5 Is there a a bypass for flows in excess of the design flow? " -' NO, ' ,.',.'i#12 Is there an O&M Plan that complies with General MDC(12)?
#6 What is the method for dewatering the SCM for maintenance? ,-'Pirmji,(preferred)- #13 Was the SCM designed by an NC licensed professional?
INFILTRATION SYSTEM hirockliim 02H 1051 ' '_-''.•-""' , -, •.:, -' ,r,,s-. 7-'12,1,,s -.-':';,-, -:',-": ' tik":-,;-1 "" `-'5ns,-' , '41, - ;4' :1- '"' -VA.- '.,.;'.,;.,-,',''':-,,,.'ss,'S,''s.,....;, 1.-s,„: ''- -'.".--• '.: ''',.-.'.. '.'=' ''''.0.',,-'`--'-'ij ''`
#1 SHWT elevation(fmsl) `...%_ 175 ft' *-'>- #5 Length(ft) ' '4151(-
#1 Was the soil investigated in the footpnnt and at the elevation of the infiltration system? 4 ,Np..:1.','; #5 Width(ft) '-'1*, 4.1,',211t-';',';' iii?4''-,,,
#1 Soil infiltration rate(in/hr) \ 7;71n/lir' ,,,„ #5 Depth/Height(ft) ‘,",-;e,-;,21ft
#1 Briefly describe the hydraulic properties and characteristics of the soil profile #5 Surface area of the bottom of the infiltration system(sq feet) V.-,--4;''8633 sf
--,:',„,,, :',a -'-, :,,,-,ti,?,.. -,..-,i,',,,,--`.,,,. -,,„, ,-2. El'-,--• ,.,:i.',.,>;:" ,,,..;:„ ; ''-",i,, -, =!_--- ,,,,„,,,,-,,,,-,',,',=,, ''`,',';', ''':-.\`--#5 Ponding depth of the design volume(in) '.', ..:"*--4 in.?:,'
, ' ,„, , .4 _ , ,-,,,--,,,,,' ',. „, ,-.. ,,,-_-,4,-,-, „"•,,p, , ', „ -,,,,,,, - ' ,,,,,,,, .--,,,..-:,=.,,,,„,„.„ ,4 ,,,,, ., '
,Z,, -.,. ,,d_ 7-A, ,''4,, ,`1';' ‘,* '„ ' , ' ,,'. - '.„"^„:- ,.'‘,-- '''' „'- '," •-n' `-',A"'.,,, , ','f,,- .:" #5 Estimated dewatenng time(hours)
r=, '- --,, -,p.,f-,- ' -t-', -",-;= , -", '. ' -, ,,,,,,-,-. •=,',44', ''' -,.' , ; "-- '
#5 For trenches only Perforated pipe diameter,if applicable(inches)
#2 SHWT elevation(fmsl) --','"2„ 075 ft-,.--,.'. #5 For trenches only. Number of laterals
„ -
#2 Bottom of the Infiltration system(fmsl) ,-- ',.„1;178 ft ,.-°„..`, - #5 For trenches only Stone type,if applicable
#2 Is a detailed hydrogeologic study attached if the separation is between 1 and 2 feet? ,' ',.''' #5 For trenches only Stone void ratio(%)
#3 Proposed slope of the subgrade surface(%) ,;>.- -,-..:.' 0*-.,-;,; `f-#5 For trenches only. Is stone free of fines? ,,,,J'-`
#3 Are terraces or baffles provided? ':-'' No „-A, #5 For trenches only Is the stone wrapped in geotextile fabnc? ?--- ,;''''' '„. ,,' ' ,:.-
#4 Descnbe the pretreatment that will be provided: #6 Is the infiltration system located underground?
Rip Rap forebay@afea provided at each Inlet-s.•'- -.,' '-',; ,,i-',- :-,-;-x--;' Ac,- ,' , „, #6 If so,has at least one infiltration port been provided? - -,,- ,-.,'-- ,,,,,-,,„"•'-',..
DbiTIONAL INFORWktiQW, s:''1 ,,, ',--,AL yg,:,, ,',." :.' --,.,,,,,,,:,. ,"''' ,, ,,., . .Z.,-`,-:-.1.L.St --, , -,,,, : '' .7' ',7- ' -,'`'',:
Please use this space to provide any information about this infiltration system that you think is relevant to the review
DewatePng time based on bottom surfacearea with assumed vertical walls wittf infiltration rate ot2 in/hr. ,..,',,,% - F:''' %„--„'' •-`„-^ -.%-,--' ;:'''''-',- . f-' :,;',f ' ',,- , ',' ' ,
' ''"' '''''- '' '''' ---‹ '-',' ' •-- '' '''' '' "' ' ';' - ''' ''' ' ' "•'''' '" --", ''''' ,',7- ,A,,, '• , ,,-,,;' • ",''',.; ' = ,•,' ,' ''',- „=-" &'.,=-'
,'',,, ' A -,,:"- ,, ,,-,''''", -"'',- ---- ''„,- '''''' ; ,` --'' = ,'''' - -, -,:4' "g•-„7."'=-,,• , , '' 3;,- ;$-4,, , - .-, -': ,,, ,`' .
,T, , ',-,-,'' ,'s ' ',., ' ‘'',4-' '
„, ' ' ",-,-.,' '-j.=,',,-;.,, %;=,•,;t,, '',. ",,,” -' '',4 , ''' ,i'',„-' '''' ''q ' ',''',:' :''', 1-= ''' ,:,—' , , ', ,,-,,,,,, ",, , ,,,,, -,,,, .4„.r..;,,,,-, ,,, '''..''.',,- S.:".' ''•":"''.!`4';',7''",=,',„":.'' ,:"."' ' • "4", 4 , '''',.' '','Z, ,''.- a,
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, ,.= ' -= ,' -'(`' „.70;, '"''' , . -;';,,, - ',...,-'T; ::'.,',-=-; -==='',=', -`1;‘,',' :'" "•,' --'-",-',' ', ' ' ;? '- \.; y,, -r•,,'-:: '';`,"-„""T,/ ' — ,•?,i',.Cj", „ „-==A ''-''''''( :f"„`",i.:=,--",,, ,,r.: .:-,=,„-s',";" ,- ,z, r,„,,,"-'51 47 ',=',";-•-
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Infiltration 3 11:09 Am 3/31/2017