RE SIDE NT IALRAINWAT E R HARVE ST ING PROJE CT
AL T IT UDE E NGINE E RING, INC. PRE SE NT E RS: HAYL
I E BRE WE R, E RI CA K I E SOW,& BRE T T HI GHT OWE R
DAT E : APRI
L 19T
H, 2016
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RE SIDE NT IALRAINWAT E R HARVE ST ING PROJE CT AL T IT - - PowerPoint PPT Presentation
1 RE SIDE NT IALRAINWAT E R HARVE ST ING PROJE CT AL T IT UDE E NGINE E RING, INC. RS: HAYL I E BRE WE R, E RI CA K I E SOW,& BRE T T HI GHT OWE R PRE SE NT E : APRI L 19 T H , 2016 DAT E PROJE CT
AL T IT UDE E NGINE E RING, INC. PRE SE NT E RS: HAYL
I E BRE WE R, E RI CA K I E SOW,& BRE T T HI GHT OWE R
DAT E : APRI
L 19T
H, 2016
1
De sig n a nd imple me nt a
ra inwa te r ha rve sting c a tc hme nt syste m
Use sto rm wa te r to irrig a te
c lie nt’ s ve g e ta b le g a rde n, a nd supply to ile t flushing wa te r
Re duc e wa te r utility c o st Minimize po ta b le wa te r usa g e
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F igur e 1: Rainwate r Har ve sting Sc he matic
Clie nt: Pro fe sso r Ala ric k Re ib o ldt, E
I T , ME NG, L e c ture r
L
a c hina Villa g e
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F igur e 2: Re side ntial Pr
So urc e : “K a c hina Villa g e .” 35°06’ 37.55” N 111°42’ 27.60”W. Go o g le E a rth. 2016.
F igur e 3: Existing Gar de n Site
Ciste r n De sign
Prima ry Sto ra g e fo r distrib utio n
syste m
Co nstruc tio n ma te ria ls will b e
c o nstra ine d b y b udg e t
Size o f c iste rn will de pe nd o n the
de ma nd fo r b o th the irrig a tio n a nd to ile t use
Ciste rn Sta b ility/ L
Ca pa c ity
Pump Se le c tio n Spe c ific atio ns
Re q uire d po we r, flo w, pre ssure
he a d
De te r minatio n and De line atio n o f Catc hme nt Sur fac e
Slo pe a nd a re a o f ro o f Runo ff pre c ipita tio n ro ute
Ir r igation Distr ibution Analysis
Gra vita tio na l vs. Pre ssurize d
Ge o te c hnic al Aspe c ts
Dra ina g e b e ha vio r I
nflue nc e o f wa te r o n the pro po se d c iste rn
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Clie nt, AL ARICK RE IBOL DT
E
nd use r o f the ra inwa te r ha rve sting syste m
Using fina l de sig n to irrig a te ve g e ta b le g a rde n a nd will pro vide a
b a thro o m wa te r so urc e
Crite ria fo r the de sig n is spe c ifie d b y the c lie nt
Co c o nino Co unty Co mmunity
Munic ipa lity a s a who le c a n b e a ffe c te d b y the ra inwa te r ha rve sting
pro c e ss
T
he ra inwa te r c o lle c te d will no t b e a b le to re c ha rg e the Co c o nino a q uife r
AL T IT UDE E NGINE E RING, INC. PROJE CT ST AF F
Re spo nsib le fo r de live ring a c o mple te d de sig n Re puta tio ns a s future E
ng ine e rs
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T ask 1.0 F ie ld E valuatio n
T
a sk 1.1 Site E va lua tio n: Ge ne ra l I nspe c tio n
T
a sk 1.2 Site E va lua tio n: Struc tura l
T ask 2.0 De sign Standar ds, Spe c ific atio ns, and Co de s
T
a sk 2.1 De sig n spe c ific a tio ns fo r fre e ze pre ve ntio n fo r wa te r utilitie s
T
a sk 2.2 Ha rve sting limita tio ns
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T ask 3.0 De sign: Catc hme nt Syste m
T
a sk 3.1 Ro o f Runo ff
T
a sk 3.2 Gutte r Co lle c tio n Syste m De sig n
T
a sk 3.3 Co nve ya nc e Syste m De sig n
T
a sk 3.4 F irst F lush/ Disinfe c tio n Syste m De sig n
T ask 4.0 Ciste r n
T
a sk 4.1 Ca pa c ity
T
a sk 4.2 L
T
a sk 4.3 Co nstruc tio n Ma te ria ls Spe c ific a tio ns
T
a sk 4.4 Disinfe c tio n
T
a sk 4.5 Co nc re te Sla b De sig n
T ask 7.0 Pr
T
a sk 7.1 Clie nt, T e c hnic a l Adviso r a nd T e a m Me e ting s
T
a sk 7.2 50% Re po rt
T
a sk 7.3 90% Re po rt
T
a sk 7.4 F ina l Pro po sa l
T
a sk 7.5 F ina l Pre se nta tio n
T
a sk 7.6 We b site
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T ask 5.0 De sign: Bathr
ibutio n
T
a sk 5.1 Distrib utio n De sig n
T
a sk 5.2 Pump Se le c tio n a nd Spe c ific a tio n
T
a sk 5.3 Sto ra g e T a nk
T
a sk 5.4 Co nstruc tio n Ma te ria l
T ask 6.0 De sign: Ir r igatio n Distr ibutio n
T
a sk 6.1 Pipe De sig n
T
a sk 6.2 Pump Se le c tio n a nd Spe c ific a tio n
T
a sk 6.3 Distrib utio n Syste m
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Cla ssific a tion Code Se nior E ng ine e r
SE NG
E ng ine e r II
E NG I I
E ng ine e r I
E NG I
Ge ote c hnic a l T e c hnic ia n
GT E CH
Administra tive Assista nt
AA
T able 1: Staff Classific atio n and Co de T able 2: Pr
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Cla ssific a tion Hours Billing Ra te , $/ hr Cost, $ SE NG
13 $ 170.00 $ 2,210.00
E NG II
117 $ 100.00 $ 11,700.00
E NG I
265 $ 65.00 $ 17,225.00
GT E CH
13 $ 22.00 $ 286.00
AA
45 $ 30.00 $ 1,350.00
T OT AL $32,771.00
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1.0 Field Evaluation 1.1 Site Inspection 2 8 2.0 Design Standards, Specs, Codes Research Coconino County Codes 3 16 3.0 Design Catchment System Roof Runoff 1 6 Gutter Collection System Design 8 12 Conveyance System Design 8 10 First Flush/ Disinfection System Design 7 15 4.0 Cistern Design Capacity 3 10 Location 3 6 Construction Material Specifications 8 10 Disinfection 4 12 Geotechnical Evaluation 8 Slab Design 10 30 5.0 Bathroom Distribution Design Distribution Design 10 20 Pump Selection and Specification 2 6 Storage Tank 10 20 Construction Material Specifications 4 8 6.0 Irrigation Distribution Design Pump Selection and Specification 2 6 Pipe Design 8 10 Distribution System 2 4 7.0 Project Management 7.1 Meetings 5 10 20 3 5 7.2 50% Report 2 4 15 2 10 7.3 90% Report 2 4 15 10 7.4 Final Proposal 2 4 3 5 7.5 Final Presentation 2 2 3 7.6 Website 15 Subtotal 13 117 265 13 45
Total 453
Spe c ial thanks to Dr. Je ffre y He ide rsc he idt and Pro fe sso r Alaric k Re ib o ldt fo r the ir time , insig ht and e ffo rts in g uiding te am Altitude E ng ine e ring ’ s CE NE 476 pro je c t to wards suc c e ss.
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