20231130Affidavit R. Keller.pdf

8LOQ24
l
ltlSTALL 180 LF a•
tf'ISTM.L. .. ,5 lF IT PVC
BlOCK12
23
BlOCXll
2
(.� ... ,
� # I
� H I �
5S lF 18" DIP
SEE PRESSURE "'1£AS£V"""' DETAI.. SHEET 2
I --- -JL - ... _ _ -ff
L_ ______ -. -----_-----------'---"= __ -·---�. -------------------------------_ --------
N. HORSESHOE BEND RD/ P&QE'i;c DAflR; STATE HIGltWAY 55 ... _ 92.D WEST STAlE STREET BOISE. ICWtO 83714 PH0I£, (208) 830-B9J9 CONTACT; KEVI\I UCCAFmlY
.llfW.IHR: N,WDR�.uc 18454 WCl.£.00 WAY BOISE. I> a3714 PH0I£, (2011) Dl1Hl34aCONTACT: aJFr 'M:>RDAI..IWI RICHTER
PROJECT
t
OF 1)11[ MMTER NIO HOH-POTABL£ IMIHS SHN.L. BC A . JIN'Rf" tr IS � FOR 11£ IIMTER AND � 0110 AND 11E #OIN-PtfTM/IIL MAM 1$ Lt:$$ TH4N ,a N:H£S '"'1VI --11£ --PUTAIII,.£ - S<OU IIC � •ml Pfll£ fOR A l/tRANC£ Of" 10 ra:T ON Bt11H 5aS OF n..L tlWiTH Qr ilt1TH ,i'4,0, MMI AND NON-POTABLE UN£ AT ff OIOSSN'i. Pl»ir SO 7H41 N.J. JOINTS WILL 8£ .AS FM AS POS$&L W U£U OF CONSTRUCr1HG OR RECONSr1lUC"T1NG H IIK41Di' 1141N �y � EMX5ElJ IN STm.. PIP£ (1/4• ) f'OR A CISTNCf" OF 10 HOIUONTM. FEET ON BOTH SWf5"" SCl>AAADOH �NICE OF 25 F£ET SHAU. 8C IJNHTiMLTJ mot.I �M:C QISPIOSW. Sl'STlM.
,� l.t11S l-f5 OF aoc:::k" 22'. LOJS f-1.f OF m..oarc 2.J. LOlS' 22-21 OF' a.J10t .24 ,tU. �� PRESStlRf" B£1'IElN llO - l¥/£SSIJRC /lfllCJC2HC ""-\6 "' ll£ Hll>I£ SC ICSTMJJJ) IIY ODE1iS.
SCALE: 1 ·=100'
km __ ,.....,....... -.a11-.-snmS11RT ----:::-�:: .. ..,.....
OF 0CMIOM LD1S A1iOl«JfD BY A� R£CU.W.110N � lltA7E1l S'r5'1'EIL RES10EH1W. LaJS IRRIGA110H MU. '"'1DIS"'1lll.
SING!£ SERVICE:
--ltxrsnNG WAID? LJNE:
---l�IS7l,NG BLOW-OFF
�s ! 2
APPROVED FOR CONSTRUCTION
SUEZ 82.48 W. lACTORT RC»D BOIS£.1Wi0 &J701
SUBDIVISION No. 5 -""""' l ._ Ila: JIIUD
5aala-,·.,oo· I _._.lat:__....,.111,c.Cn.. O.--IMY21,at n..�.5K.Z.s.e. 1a -.IJt..ci C.D (I or V
EXHIBIT 1
Page 1 of 3
-----
ASftKA.t.TORl"P-NAV TO LANDSCAPE ta
i--n.a N. McLEOD WAY
MONUMENT S!GN IIEASBAE'/l'FROJI
P SIGN � AVNOR
STOP BAR
PROPOSED40' ..sE/Jl,"f FROM AVIMOR
-------�-�---:
-1-
D
-...
GEBN31N
)
�· , ��������� ��
• ""'.. ",,fiJI' • • -• ·MG�,:;;;; ____ .. ____ •-----------
�- � --=--- --------- -- �--·---. ---------�'f05Ci\2E�-_...; _- ....... -""1l:........�- ------�--
N HORSESHOE BEND RD
I
SITE PIAN DATA;
SITE.DATA: �SF/ACR.ES15.D8 ZON'ING: � COMMERCIAL {?CN) USE. PUBLIC CHARTER SCHOO.
PROPOSED BUILDING COVERAGE (PROPOSED� 17,488 SF" 2.7% PROPOSED BUILDING COVERAGE {FUT, PROPOSEDlt. 34,2911 SF ,. 5.2% IMPERVIOUSAREA:149,018SF=2Z'llo PROPOSED MAX BUILDING HEIGHT: 32'-6" BUILDING SETBACKS: 40'
FRONT 10 SIDE: ICJ' REAR:-1CJ'
PARKING DATA; =._1��=:::1����CODECALCULATIONSJ
1STAI..LPER2STAFFIENPLOYEE(4J):215STALLS TOTALREQUIREDSTAllS= S4STAL.LS PROVIDED PARKING: 65 SPACES PNCLUOES 4 ADMWIRIER FREE SPACES! =��s;,�11�[1 PER5PARKlNGSPACESj
�2���::w:,,s:a��CODECAI.CULATIONSI
1 STAI..LPER2STM'FIENPLOYEE{T.3):J6,5STAl.lS TOTAL REQUIRED STALLS =S4STALLS PROVIDED PARKING: 120 SPACES PNCt.UDES4ADMWUIIERFREESPACES] :::, �:s:.,:P PERS PARKING SP1£ESJ
PARKING STAl.1. DIMEffSJONS: 9' X21' [9' X 21' REC'D PER CODE. 90 DEGREES] PARKING AISLES: 2S 'MOE/26' FOR FIRE ROUTE [25' REC'D PER CODE]
'SEE �DSCAPING PI.ANFOR SHADING COf,11UANCE
• ... , .... e-I
uJ 0-\-Ch'° \-o
4250 N Drinkwater Blvd, Suile 120 Scottsdale, AZ B5251 [phone]
Grand Rapids I Phoenix r Traverse City www1)818digmaeCl:llT1
H■NIIIC:ll■ON ARCHrTEc:nJRE + PLANNINI. 2325 Belmont Center Dr, Suite 8 Belmont, Michigan 49306 I I
ca� E C 0
.,'l i
::::s !l' "
� t 0 _g g-"'m ,,, � g�� "'"'-'
5n�EW • tll012J
DRAWN BY:
CHECKED: DSH
OVERALL SITE
PLAN
PROJECT No • 220728
,-.. -inn
EXHIBIT 1
Page 2 of 3
-----------------------------
' ''-__ _
\ c::ii::N€CT TO £XISTNC t6 .. .0fl 2. -18"' <X>I.RMCS
lll.00(24
l
--�<C.
--:..-=.-::..--:...,,,,,,.
(,r t..e.V-lll.00(12
23
\ \
\..-----
ff ;i Ii
I #
55 LF 18" DtP
RE -•
,,e. C.11" �e"'-
L------------------------------------------------------------
N.HOaSESHOEBENDFID/ STATE -AY S5 fflQ81 OAflZt ... .......,,,... 9233 WEST STATE SIRED � IWfO 8.J714 -(21l8) .,._...,. CONrACT: l<EYN MCCARTlfY
� N<IIY0R DE.\nOPIIENf, u.c 11454 WCI.BX) WAY BOISE. IJ 83714 l'MCIE,(200)030---034.3 cc»ffACT: aJFF WORIW... --
PROJECT
t I
NO SCALE
..V.. SEP�JJOH OF 1H£ MMml' AND HON•l"OTMII.E. � � SC A � ra F£ET. WfER£ ff lS HEaSSNW FOR THE. *'fflf NQ JOI.-POT'N!IU � £},CH arHER AHO 114: HOH-Pt1UIIU WM 8 Lf3S THIN IJI WOl£S NJO,£ IIIC '"'IVI - IIIC --.POTNILE - SHILL B£ � P51 Q.4S" lll10f Pl'! fOlf A 11/!ilANCC OF tO nrr ON (JJ(t1H sas or IMl'lt. O#C fW_ l..CNC1U OF 8(11H Jll,ATlll ¥4M MIO 191-l'O'TABtE UN£ CCJllFR£D Ar TIE 0IOS$N:" PCJHf .SO nk1' liU.. JCJNTS lllt.L B£ AS FAR CAa$Sl!ilC A.S PDSSK£ IN LEU OF COHSfRUC(H; DR � 1A8L£. � r>£ �m, � »-Y « o«::ASED M snn PIPE (rt•· �����·������ MAW TD AIIY $Ull5Ull1'Aa 01:SPQSAt. S'rSTDL
,,. or aoac JJ. WTS 1-15 OF si.ooc .u.. LDJS ,_,,. OF Sl.DCK 2.1. 2---<t � t01'S 22-2S OF 11..00t 2.f KL IM� PRESSUR£ BETIEEH 80 1'7- - - � 11£1)(.C>t; IMLl£S"' llfC JOE NID SKW. BC l'C5'1MJ.tl) fl'f OTHER$.
SCALE: 1 "=100'
I I
--tlalll'laD� 1111..srmm� ---"::-�::
7S PMMOED BY A� R£CLAMIDCW lER S')SJEJL R!SJDEH1Mt. LDrS lfRIGA710N MU rtR =nl<
APPROVED FOR CONSTRUCTION
No. 5
�-==::.,:i:::""��:I�lt::J=='=-�'-'--=-7icr.-?1-E;:· E•-��::::::::::::::::::j��11
.sa.: 1·-100· s..-� ........... k.,ca.. O..-IIIIT:t:7, r�.--z.s.c. ta cc.it, a..t: o.o , or 1J
EXHIBIT 1
Page 3 of 3
1
Rick Keller
From:Brad Pfannmuller <[e-mail]>
Sent:Wednesday, May 24, 2023 10:15 AM
To:Rick Keller; Curtis Thaden
Cc:Cole Coba; Stephen Lambert; Vincent Kane; Dan Richter
Subject:Avimor Phase 5 approved Suez Water Plans - School Site
Attachments:SUEZ stamped approved plans.pdf
CAUTION: This email originated outside the State of Idaho network. Verify links and a achments BEFORE you click or open, even 
if you recognize and/or trust the sender. Contact your agency service desk with any concerns. 
Good Morning Richard, 
         Thank you for taking the me to talk about the school site and the approved Suez plans. The first sheet calls out 
“see pressure release valve detail sheet 2” at the loca on of the 12” line headed to the school site. This line was not 
installed as shown on the approved plans to the school property in 2016. On sheet 2 of the approved plans the 12” line 
is shown to head to the school site and the 16” has a blowoff shown. The school lot in Phase 5 has always been the 
school site and was planned for this service with the 12” line from the PRV as shown on the approved plans. let me know 
if we could have a mee ng with the PUC and Veolia to discuss this and move forward.  
Thanks, 
Brad R. Pfannmuller
General Manager
208.899.1061
[e-mail]
EXHIBIT 2
Page 1 of 1
40 39 38 3736
I I
35 34
BLOCK 24
1
;!; ::,
b
, .. ______ _
INSTALL 1,720 LF 12" PVC
33 32 28
29
30
INSTALL 575 LF a• PVC
11
10
INSTALL 160 LF 6" PVC ,,- - --,.9,,.,1.....,... _ ---i..7 I" 14 ,, � ,, l 1--------1
8
,. .--....
·�13
12
�� <!� �<S' s'<)
4''<)
9
8LOCK22
I" ,.;• . INSTALL 600
Q\ i. -------LF e• PVC
1\\ "'"'· '«>:"'
INSTALL 1,145 LF 12" PVC
BLOCK 13
2
N. GLENISLA AVE.·so 1 1 0
15"S
BLOCK23
8 7
5
4 3 6 5
as.<• os.ld. MCLEOD WAY
OS.tl ------------�-INSTALL 315 LF - - _ -12" PVC
INSTALL 415 LF 12" PVC
BLOCK 12
23
I \ \
/ -
FUTURE PHASE
\ CONNECT TO EXISTING 16" DIP2 - 1 6" COUPLINGS
\ \ ----
----
INSTALL 345 LF 16" DIP
----------------------------------------------------------
N.HORSESHOE 8ENO RO./STATE HIGHWAY 55
PROJECT ENGINEER· KM ENGINEERING 9233 WEST STATE STREET BOISE, IIJAHO 83714 PHONE: [phone] CONTACT: KEVIN MCCARTHY
D&LQPER· AVIMOR DEVELOPMENT. llC 18454 MCLEOD WAY BOISE, ID 83714 PHONE: (20B) 939-0343 CONTACT: CLIFF WOROAL DAN RICHTER
NO
PROJECT
t
LINES SHALL BE INSTALi.£[} IN ACCORD>JICE SUIT SPECIAL SPECIFICATIONS DARO DRAWINGS.
ocJow RELAn:s TD THE WAn:R SYSTEM DESIGN ONLY. ALL QTHEJI U11Lm£S, F WAY AND RELATED SURVEY DATA ARE SHOWN FOR /NFORMATJQNAL PUl?POSES THE H 'ZONfAL SEPAf?ATJON OF THE WATEf? AND NQN-PQT)BLE MAINS SHALL BE A MINIM OF 10 FEET. WHERE IT JS NECESSARY FOR THE WATER AND NON-PQT)BLE MA/NS[ CR�SS EACH OTHER AND THE NON-POTABLE MAJN IS lESS THAN 18 INCHES 8£1.0W ABOVE" TJJE WA/ER MAIN. THE NON-POTABLE MAIN SHALL BE CONSTRUCll:D WITH 1 >P PS/I CLASS WA7FR PIPE FOR A DISTANCE OF 10 FEE:T ON 80TH SIDES OF mE W, 1ER M?,JN. ONE FULL LENGTH OF BOTH WAIF/? MAIN AND NON-POTABLE UNE SHALL CENTERED AT THE CROSSING POINT SO THAT ALL JOINTS WILL BE AS FAR FROM E Cf?OSSING AS POSSIBLE. IN LIEU OF CONSTRUCTJNG OR i?ECONSTRUCTJNG 7NE -PQTNJLE MAIN, THE WATER MAIN M-\Y BE ENCASED IN STEEL PIPE (1/4"I.IJN/1,/fJ WALL THICKNESS) FOR A DISTANCE OF 10 HORl'ZONTAL FEET ON BOTH SIDES OF n-11 CROSSING. A SEPARATJON DISTANCE OF 25 FEET SH/ILL BE MAINTNNE:D FROM THE I R ,,N TO ANY SUBSURFACE DISPOSAL SYSTEM.
LOTS 14 OF BLOCK 13, LOTS 1-15 OF BLOCK 22, LOTS 1-H OF BLOCK 23. AND � , 2-4 AND LOTS 22 -25 OF BLOCK 24 WILL HAVE Pf?£SSUR£ B£1WffN 80 AND (' PS1IAN0 WILL REQUIRE PRESSURE REDUCING VALi-ES IN THE HOMEPLUMBi G AND SHALL BE INSTALLED BY OTHERS.
SCALE: J"-100'
ENGIMUllS . SUAVtYORS . PLANNERS 923.:1 MSr '.U"A1t STREET IIOISE, IDAHO '3714-
PHONE (20&) 639-6939 fA)( (2Cl6) 63.9-6930
JOB IIIO.: 15-082
•
0
N
'->-
�s11
IRRIGATION
ND
ROPOSED WATER LINE
ROPOSED ARE HYDRANT
ROfOSED BLOW-OFF
ROPOSED GATE VALVE
ROPOSED SINGLE SERVICE
R010SED COMMON SER�CE
XIS7ilNG FIRE HYDRANT W/VALVE
x1s711Nc GATE VALVE
XISfNG SERVICE
XISTING WATER LINE
X/1/NG BLOW-OFF
2
APPROVED FOR
CONSTRUCTION
SUEZ B248 W. VlCTORY ROAD BOISE, IDAHO 83709
SUBDIVISION No. 5
WATER PLAN Dlvwn Sy: LCK Mop IVo.: 1-----,---tHi;---;0!07-4 Rot. No.: 16().]0
Scale: 1•,;;100·0118-1 • I r«wieions: Dots: MAY 27, 29= II
Sower Oist:. Avimor Weter Rec_ Co_
Twn,Rg,t,Sec. 5N .• 2£, Sec. 18
Sheet: C7.0 (1 OF 2)
EXHIBIT 3
Page 1 of 2
NO.
J 2 J
4
5 6
7 B
9 10 II 12
7J
,. ts t6 17 18 19 20 21 22 2J
24 25 26 27 28 29
JO
JI 32
JJ
J<
J5
J6
GENERAL NOTES -UWID DESCRIPTION OUANT. 4'" FLG,cMJ GtlTE VALVE'-4" Of P£x� (4'-2'" L.ONG) F1£LD VERIFY<" R£TA/N£R Gu.ND (INSIDE & OUTSIDE) 15"x15'"x1/4'" STEEL PLATE (INSIDE & OUTSIDE)4" COUPLING (RESTRAINED) J/<" TAP WrrH CUR8 STOP <" DI SPOOi.. FLGxPE (J' -s• LONG) FIEI.D V£RIFY ADJUSTABLE PIPE SUPPORT 4" ENDRESS + HAUSER 5.J1H-PLGB1N<18MM 4" DI SPOOL FLGXF1.G (8" LONG)
4 • FLG CLA-VAL STRAINER MODEL X4JHL H-S1Yl.£ 4-.. )('.}'" FLG REDUCER
J"-90G-01 BCSV. BRONZE TRIM, CLASS-150, 15-75 ADJUSTEMENT4" DI SPOOL Fl.GxPE (.1'-9" LONG) FJELD VERIFY 8'"x6'" FlG RE1JUCERJ/4" TAP Wl1li CURB STOP 12" DJ SPOOL FLG>tP£ (2'-10'" LONG) F1£W VERIFY16")(8" MJxFLG TU: 8'" FlGxMJ GUE VALVE 8" DI SPOOL FLGxP£ (J'-9" LONG) 8" RITAIN£R GLAND (INSIDE &: OUTSIDE) 22"x22"x1/4" STEEL PLATE (INSIDE ct OUTSIDE) 8"-90G-01 BCS\/, BRONZE m,u. CL.ASS-150, 15-75 ADJUSTEMENT8" FLG Cl..A-VAt STRAJNER MODEL X.f..JHL H-STYI.£ 8" DI SPOOi.. FLGxFLG (1'-4" LONG) 8" £],JORESS + HAUSER 53W2.H-PLGB1AK28MM a· DI SPOOL FLGxPf: (2'-o" LONG)FIEI.D VERIFY B" COUPLING (RESTRAINED) B" DI SPOOL P&PE (4'-0" LONG) FIELD VERIFY 12"x4" MJxFLC Tff 12"x8" MJxfl.G r££ 16" DI SPOOL FLGxPE (2'-10" LONG) FIELD VERIFY 16.xf" MJxFLG T'EEJ/f'" PE:xFJP FORD BALL VALVE .J61.J61-3J-NL16 .. FlGxMJ GATE VALVE 12" FLGxMJ G4TE VALVE"
BILCO .3'-0"x.3'-0'" ALUMINUM HATCH UDDEL J-4AL H-20
2 t • • 1 2 1 6 1 1 1 2
1
J 2 4
J
J 2 1 • •
1 1 1
J 1 1 1 1 1 1 1 2 1 1
INSTALL 1-1/2" SCH. 80 PVC DRAIN PIPE FROM rRAME Cf-lANNcL TO FRENCH DRAIN PROVIDE /10 M£SH STAINLESS STffL SCREEN ON HATCH f:ND OR ENGINEER APPROVED EQUAL
INSTALL 24 •x24 •x 7' DffP FRm<:H DRAIN USING 2" DR.'JN ROCK
INSTALL .J' or 1-112· PVC PERFORATED DRAIN PfPE
SURROUND DRAIN ROCK W/WOVEN G£0TEXnLE FABRIC
' ,._
7
•...
.·
SEE SITE PLAN FOR CONNECTION 1--1----
INSTALL J 4 PE FROM SADDLE THRU CONCRETE VAULT WALL
2" l?OUND HO!.£ 20• FROM TOP FOR POWER
PRESSURE TRANSDUCER LIN£ INSTALLED BY SUU AFTER BAf.L VALVE
11 • -o• PRESSURE TRANSDUCERS (SUU INSTALLED)
1-1/2" • HOLE JB"OFF FLOOR, FORPRESSURE SENSINGLINE (TYP.)
28
12" DI SEE SITE Pl.AN
6
FOR CONNECTION /'.-------JHf-,f---
4 I FRENCH IQ L DRAIN _J'.,
1 " DI
INSTALL
12" DI 31
J 4 PE FROM SADDLE
SEE SITE Pl.AN ��-"FOR CONNECTION
HOLE IN TOP OF VAULT F"OR 4 •• AIR EXHAUsr VENT PIPE
CONCRETE VAULT
SEE SITE PLAN �1------iFOR CONNECTION
AU. MJ FTTnNCS SHALL THRU CONCRETE VAULT WALL
FIELD VERIFY RtSER HEIGHT
. . . . ••.•• � .. "..�•.r•�
HA VE RESTRAINER GLANDS
PLAN VIEW
SCALE: NTS
- -- ----- -- -- -- ---
8/LCO 3'-0 .. x3'0• ALUU/NUW HATCH MODEL J-#J. H-20 OR ENGINEERED APPROVED £:QI.I'll FIEI.D VERIFY R/S£R 1-/EJCHT
•.
·•·
. .
:c • , • 2ei-<48" 20-••• /t--.;;._--+-----'----+__.;:c:.,-H· •
'• ,. ..
4 •SCH 10 WELDED STffL.AJR VENTS -BOTTOM OF VENT CURVE TO 8E 24" ABO\/£ GROUND LEV£L
4,. DUCT FAN 150CFM FANTECH MODEL FR 100
4 "io SCH. 80 PVC AIRVENTS -INTAKE 6'" Off FLOOR
HATCH CHANNEL DRAIN SECTION ED SCALE: NTS SCALE: NTS
30-300 LIQUIDPRESSURE GAUGE
PRESSURE TRANSDUCER (SUEZ)
1/2" BAlL 1-1/2"¢ HOLEIN VAULT
1/2" BALL VALVE \_ 3/4" COPPER THRU VAULT 1-3/4" 90" ELL7-3/4x1/2" REDUCER7/2" COPPER
TRANSDUCER SCH£MATTC
N. T.S.
VAULT SPE.C/FICATIONS
INSIDE DIMENSIONS
LENGTH: 1 1 '-0"
WIDTH: a·-o· HEIGHT: 7 '-0"
OLDCASTLE REINFORCED CONCRETE VAULT OR EQUAL
WALLS: MINIMUM 6" THICK REINFORCED CONCRETE
FLOOR: MINIMUM 6" THICK REINFORCED CONCRETE
TOP: MINIMUM 8" THICK REINFORCED CONCRETE REQUIRED FOR TRAFFIC RATING HS-20
ACCESS HATCH
BILCO 3'-0"x3'-0" TYPE J-4AL H-20 FLUSH MOUNT
(OR ENGINEER APPROVED EQUAL) AND WATERPROOF
CONCRETE STEM WALL PROVIDE 1 -1 /2" DRAIN COUPLING FROM CHANNEL TO OUTSIDE OF CONCRETE RISER
BILCO J'-0•)(.3'-o" ALUMINUM HATCH MODE:L J-4-AL H -20 OR ENGfNffR APPROVED £QI.I'll
..
•.
BJlCD l.AODER UP POST MODEL LU-4 OR ENGINEER APPROV£D EQUAL R01) VERIFY RISER HEJGHT
;.:. ....�. _ .. _ ..... ·_ .. :, ..... -:_ . :" ':-.... ..
....
ALUUINUM LADDER HALLIDAY PRODUCTS SERtES L 1 D OR ENGINEER APPROVED EQUAL
LADDER DETAIL
SCALE: NTS
I I _J
-
APPROVED FOR
CONSTRUCTION
PROJECT ENGINEER: KM ENGINEERING 9233 WEST STATE STREIT BOISE, IDAHO 63714 PHONE: [phone] CONTACT: KEVIN MCCARTHY
QFYFIOPFR· ENGINEERING
SI
ALdlw. ANDIS THE\ iS RICflTS
------
PRV VAULT
t
t \-\ t
PLAN
LE: NTS
LJNES SHALL BE INSfALLW IN ACCORDANCE SUEZ SPECIAL SPECIFICATIONS DARO DRAWINGS. BELOW RELATES TO THE WATER SYSTEM DESIGN ONLY. ALL OTHER unuTIES, F WAY AND RELATED SURVEY DATA ARE SHOWN FOR INFORMATIONAL PURPOSES OTHN½'li. E.j IZONTAL SEPARAllON OF THE WATER AND NON-POTABLE MAINS SHALL BE A MIN/MU OF 10 FEET. WHERE IT IS NECESSARY FOR THE WATER AND NON-POTABLE MAINS CROSS EACH OTHER AND THE NON-POTABLE MAIN IS LESS THAN 18 INCHES B£!P.W R ABOVE THE WATER MAIN, THE NON-POTABLE MAIN SHAU. BE CONSTRUCTED wm'II 1 • PSI CLASS WATcR PIPE FOR A DISTANCE OF 10 ITET ON BOTH SIDES OF THE W. R MAIN. ONE FULL LENGTH OF BOTH WATER MAIN AND NON-POTABLE LINE S�L E CENTERED AT THE CROSSING POINT SO THAT ALL JOINTS WILL BE AS FAR FR0fi1 • E CROSSING AS POSSIBLE. IN LIEU OF CONSTRUCTING OR RECONSTRUCTING THEj� -POTABLE MAIN, THE WATER MAIN MAY BE ENCASW IN STEEL PIPE (1/4•
OFMINI�WAU THICKNESS) FOR A DISTANCE OF 10 HORIZONTAL FEET ON BOTH SIDES ROSSING. A SEPARATION DISTANCE OF 25 ITET SHALL BE MA/WAINED FROM TH1 WA R MAIN TO ANY SUBSURFACE DISPOSAL SYSTEM.LOTS 6 14 OF BLOCK 13, LOTS 1-15 OF BLOCK 22, LOTS 1-14 OF BLOCK 23, ANqlL 2-4 AND LOTS 22-25 OF BLOCK 24 WILL HAVE PRESSURE BE1WEEN BOANCJ 1 PSI AND WILL REQUIRE PRESSURE REDUCING VALVES IN THE HOMEPLu. Bl ANO SHALL BE INSTALLED BY OTHERS.
WI I
SURE /RR/GA TION IRRIGATION OF COMMON LOTS PROVIDED BY AV/MOR RECLAMATION THl?OUGH A RECLAJMED WA rER SYSTEM. RESIDENTIAL LOTS IRRIGA TIDN WILL D BY OOMESf/C WATER SYSTEM.
2
OR
SUEZ 8248 W. VICTORY ROAD BOISE, IDAHO 83709
SUBDIVISION No. 5
WATER PLAN AVIMOR DEVELOPMENT, LLC 18454 MCLEOD WAY BOISE, ID 83714 £NGIN[fRS. �Ull'iE"ORS. P\.ANNERS 9233 WIST STATE STREET BOlSE, 10Af10ll3714 PHOHE j208) 639-6939 FAA [208) 639--6930
f-Dro-•_n_8y..:.._: _LC_K7I_H---.j /,lap No.�Scola: 1 ,.=,001( g!��=� Ref. No.: 16030
PHONE: [phone] CONTACT: CLIFF WORDAL DAN RICHTER J08 NO.: 15--082
Date: MAY 27.j �01 Revisions: CtAc II
Sower Dist: Avimor Water Rec. Co. Twn,Rge,Sec. 5N., 2£, Sec. 18
Sheet: Cl. 1 (2 OF 2)
EXHIBIT 3
Page 2 of 2
1
Rick Keller
From:Rick Keller
Sent:Thursday, May 25, 2023 10:11 AM
To:Curtis Thaden
Cc:Mike Louis
Subject:Veolia - Line Extension (Avimor)
Cur s, 
Here’s my assessment following review of the tariff and the two calls with Avimor and now the Company. 
1.Under the original development’s design, no service connec on was made to the proposed school property. This
in effect qualifies Avimor’s connec on as a “Line Extension”.
2.Based on my review, the Company is following the requirements of the tariff.
3.The Company’s proposed design for the line extension places the new main in the road within the sec on of N.
Mcleod Way not currently served by the Company. The benefit of having the line extension main in the roadway
is that it lowers the overall cost of maintenance for the Company throughout the main’s life.
4.The Company believes the difference for the installa on cost would be comparable when considering the
requirement to use duc le iron pipe for each of the two bored piping sec ons in Avimor’s sketched design. The
Company would also require tees to be installed versus taping into the Company’s exis ng main lines.
5.In selec ng the line size for the line extension within the Company’s design there is no significant difference in
using 12” versus a minimum 8”. The smaller size would need to be confirmed by flow requirements to the school
and the required firewater flows.
Thanks, 
Richard Keller, P.E. 
Engineer – Staff 
Direct 208‐334‐0348 
Idaho Public Utilities Commission 
11331 W. Chinden Blvd. Building 8, Suite 201‐A 
Boise, ID 83714 
EXHIBIT 4
Page 1 of 1