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 PURPOSE 2  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 F igur e 1: Rainwate r Har ve sting Sc he matic

PROJE CT BACK GROUND 3  Clie nt: Pro fe sso r Ala ric k Re ib o ldt, E I T , ME NG, L e c ture r  L o c a te d in K a c hina Villa g e F igur e 2: Re side ntial Pr o je c t Site F igur e 3: Existing Gar de n Site 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.

T E CHNI CALCONSI DE RAT I ONS 4   Ciste r n De sign De te r minatio n and De line atio n o f Catc hme nt Sur fac e  Prima ry Sto ra g e fo r distrib utio n syste m  Slo pe a nd a re a o f ro o f  Co nstruc tio n ma te ria ls will b e  Runo ff pre c ipita tio n ro ute c o nstra ine d b y b udg e t  Ir r igation Distr ibution Analysis  Size o f c iste rn will de pe nd o n the  Gra vita tio na l vs. Pre ssurize d de ma nd fo r b o th the irrig a tio n  a nd to ile t use Ge o te c hnic al Aspe c ts  Dra ina g e b e ha vio r  Ciste rn Sta b ility/ L o a d-Be a ring Ca pa c ity  I nflue nc e o f wa te r o n the pro po se d c iste rn  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

ST AK E HOL DE RS 5  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

SCOPE OF SE RVI CE S 6   T ask 3.0 De sign: Catc hme nt Syste m T ask 1.0 F ie ld E valuatio n  T a sk 3.1 Ro o f Runo ff  T a sk 1.1 Site E va lua tio n: Ge ne ra l I nspe c tio n  T a sk 3.2 Gutte r Co lle c tio n Syste m De sig n  T a sk 1.2 Site E va lua tio n: Struc tura l  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 2.0 De sign Standar ds, Spe c ific atio ns, and Co de s  T ask 4.0 Ciste r n  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 4.1 Ca pa c ity  T a sk 2.2 Ha rve sting limita tio ns  T a sk 4.2 L o c a tio n  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

SCOPE OF SE RVI CE S, CONT I NUE D 7   T ask 5.0 De sign: Bathr o o m Distr ibutio n T ask 7.0 Pr o je c t Manage me nt  T a sk 5.1 Distrib utio n De sig n  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 5.2 Pump Se le c tio n a nd Spe c ific a tio n  T a sk 7.2 50% Re po rt  T a sk 5.3 Sto ra g e T a nk  T a sk 7.3 90% Re po rt  T a sk 5.4 Co nstruc tio n Ma te ria l  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 ask 6.0 De sign: Ir r igatio n Distr ibutio n  T a sk 7.6 We b site  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

SCHE DUL E : GANT T CHART 8

ST AF F I NG AND COST 9 T able 1: Staff Classific atio n and Co de T able 2: Pr o je c te d De sign Co sts Cla ssific a tion Code Cla ssific a tion Hours Billing Ra te , Cost, $ $/ hr SE NG Se nior E ng ine e r 13 $ 170.00 $ 2,210.00 SE NG E NG I I E ng ine e r II 117 $ 100.00 $ 11,700.00 E NG II E NG I E ng ine e r I 265 $ 65.00 $ 17,225.00 E NG I GT E CH Ge ote c hnic a l T e c hnic ia n 13 $ 22.00 $ 286.00 GT E CH AA Administra tive Assista nt 45 $ 30.00 $ 1,350.00 AA T OT AL $32,771.00

ST AF F I NG AND COST , CONT I NUE D 10 1.0 Field Evaluation 1.1 Site 2 8 5.0 Bathroom Distribution 10 20 Inspection Distribution Design Design 2.0 Design Research 3 16 Pump 2 6 Standards, Specs, Coconino Selection and Codes County Specification Codes Storage 10 20 3.0 Design Roof Runoff 1 6 Tank Catchment System Construction 4 8 Gutter 8 12 Material Collection Specifications System 6.0 Irrigation Pump 2 6 Design Distribution Design Selection and 8 10 Specification Conveyance System Pipe Design 8 10 Design Distribution 2 4 First Flush/ 7 15 System Disinfection 7.0 Project 7.1 Meetings 5 10 20 3 5 System Management Design 7.2 50% 2 4 15 2 10 4.0 Cistern Design Capacity 3 10 Report Location 3 6 7.3 90% 2 4 15 10 8 10 Report Construction 7.4 Final 2 4 3 5 Material Proposal Specifications 7.5 Final 2 2 3 4 12 Presentation Disinfection 7.6 Website 15 Geotechnical 8 Subtotal 13 117 265 13 45 Evaluation Total 453 Slab Design 10 30

11 QUE ST IONS? 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.