1998-07-22 First Plan Review08112/1998 14: i1 612-497-4908 JOINT POWERS
~'~ ~, Greet CO~'1'11~0' i~'
CONSORTING ENG1Nt:ERS
July 22, 1598
File' St)4480J
Donna Kipka
Joint Powers Water Board
P.O. i3flx 1~
Albertville, !uIN 553Q1
RE: tv111~,NEAP4US OUTt.ET MAlI.
FlR.3T PLAN REV11;,W
Dear Ms. it pka:
Pr~GE i 9
1r~T U i ~
'~
-.~
e~~neae~
COllftkr p ~rP7I6ry
Wa have n~viewed the plena received on July 9~', 1988, for the abov®-referenced Araject, artd
at'ferth® foi~cwing commerss_
• This project adds a tarnporary dead ertd watermain 2,375 feet in length. The main (inQ that
runs through the project will not be looped urltif such time as watermain is constructed, as
part of ~~uture projetts~ either to the east or west and t>,en back to the south across 135.
This on~.e again raises the temporary deed main issue for the Board's vongide~ration.
• This project also contains a.permanent deaf end main that branches. from the 1z-snob Une.
There i;.=. a 6-Inch water seiyice for #I~ west h~rtf of the protect 815 feet down this Ilne; the
line then extends another 5Oo feat to provide hydrant coverage for the wes# side of the
project. An attempt shod ~ »tade to find a way to bap the water system through this
Project.
• 1'he plan does not must the firs hydrant coverage requirements of the Board. The +nrest_
nvrthwest'COrnerend east•nvrtheast corner of ttre outlet center are more than 250 feet from
a hydrant. Improvements should i7e made to the hydrant coverage an, this (xojeCt.
• There i; another issue with hydrant covera~ in that aiC Of the hydrants are on the same
side of ttie tsuildings. 6ince the butldir-g6 are very long, there would be nc~ svoass to fire
hydrann;; atang most of the back side of the btiildinps. While this is not t~hnicaily egair~st
board n~quiremenis, it does preclude the type of access to water supply that the Hoard's
st:sndarG tries to address.
• Parts of lots 3, 4, end 5 are not with 250 fe4t of a hydrant, but since no inforrr~~l#ion is given
as to btrslding type or location, it is not pnsalbls tv determine if hydrant caveragp meets the
Board's standards.
a;~~oj~aoaaao.raec~72~ o.iW
1~ E °ergy Park Drive • St. Paul. MN 65108 • 6T?J64q-4ggg Tax 8; 21sa4.8448 tail face 8ts8~;i89-4388
68f 12f 1998 14::1 E,12-497-4908 JOINT PO~~RS P?~GE 1 E,
p.p3ie~
MS. (~anrra {ipKa
July 27, 7958
Rage two
• The en~3 GI' the t2-inch line on the north end of the project is shown as stubbed off with a
plug. ~. temporary hydrant should be added at this point tv allow ftushit~g of the line, as per
Board requirements.
• No speclflcations were suprnitted with the plans. A copy of the project spsCifcativris should
be prop: ided to the board.
The plans specify ductile icon pipe for the waterrnain. Board opiioy requires that ail
proAos ale for bids shall include PVC watermain as s base bia ar as are alternaiiva~ ~,~ Itern.
• 7~he pir.ine CIO rtct Si5t7iV saserneri~ *;.r the ~'8te.r?1'~r1iR Or hy;trarrtA. Sinoe :ail of the watermain
is Or! ~~rivate property, a utiUty es$ement must by provided and shown on the plans ar on a
plat.
Profile plans for the utilities were not provided, which makes it irripossiale tv determine if
there ire separation conflicts between the waterms_i:-+ (r~ +t~ athcr ~rtil~f ~*_ !,!tilitY ;~rOf`IIF ;?I~+ns
shoul~ be submitted for review.
• The plans call for the use of buttsrtly valves on the 12-Inch watermain. enard standards
require gate valves on t2-inch lima, .:~d Lne C~~tza s'i~.~~.M k~a changed to shave gate vavies.
Joint Pavers Watar Board Standards for Watermain Construction ere trot ref+arenoed on the
plans< This is neceg9ary, since the plan detail sheets do not show 30me. specific
requirements of the Board.
Until the above items are addressed, we do nat recommend apprcval of the plans for this
pr4feet, i `you have any queziions, please call me.
Sincerely,
HvwarC 'i'~. Gresn Co,
~ ~~ ~~~~,
Randy C~. Surbeugh, PE
Praje+ct ~ ngineer
RD6_mw
CC. ,rChre 88rtslSOt1
,,ohn Oliver 8~ Associates, Inc.
'.y81) ppdya Avenue
Elk River, MN 5330
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