HomeMy WebLinkAboutDrainage Plan - 11/24/1992
,I
1;j~~J7'~
DRAINAGE PLAN COMPLIAI'~CE CHECKL.IST
JOB L 0 CAT ION: / '] ..s:-b AJ..;s;:D ~t!' \-.t--
PROPERTY OWNER/CONTRACTOR: fl/avr/-~ ~ r'l-"\
TYPE OF PROPOSED C,ONSTRUCTIO~ ~si ~~t I &-tP,' Idyl ~
(? ~ --.S~ I>t1. e.. ~ (' f-~ ~ fl r 1-(._ _ _ uro _. ____
AREA OF LOT: b:~~~ (P~-~ /,S6 ~~~)
AREA OF LOT TO BE DEVELOPED: 6J ,/.;2 et<-_._l?),f.l
DRfHt~AGE PLAN REQUIRED: YES ~
OliAHIAGE PLAN APPROVED: YES---2:$.._
1'10
NO
CONDITIONS OF RPPROVAl:
CONDITIONS OF DENIAL:
"'
REVIEW AUTHORITY: Rpproval of plan5 or calculation5 5hall be b~.)
the D'rector of Public Works or des'gnee.
REVIEWED BY:
~~
DATE:
:lIJj9~
it 12- 1li~
~~ P7< ~~~
46
Martenson & Eisele~ Ineo
Consulting Engineering and Land Surveying
Stanley C. Martenson, P.E.
David D. Eisele, P.L.S.
John R. Davel, P.E.
James E. Smith, P.L.S.
Jeffrey W. Schultz, E.I.T.
David Kohtala, P.L.S.
Daniel W. Hoel, P.L.S.
Jeffrey T. Rustick, P.L.S.
Michael S. Siewert, P.E.
Gary A. Zahringer, P.L.S.
Kathleen M. Thunes, P.E.
November 17, 1992
Allyn Dannhoff
Chief Building Inspector
City of Oshkosh
215 Church Avenue
P. O. Box 1130
Oshkosh, WI 54902-1130
Re: Drainage Plan For Carpet Store Addition to Mautz Paint Store site located
in NE 1/4, NW 1/4, Sec. 34, T19N, R16E, City of Oshkosh, Winnebago County,
Wisconsin
Dear Mr. Dannhoff:
On behalf of Bechard Construction of Appleton, WI, I am submitting the
drainage plan and runoff calculations prepared under the seal of John R.
Davel, P.E. for the above mentioned project. The details of the project are
covered in the enclosed report.
Please review this submittal per your usual procedures.
If you have any questions, please contact me.
;;::'1, Qv
~ef~~ey~. Rustick
JTR/nc
enc
cc: Bechard Construction
1919 American Court . Neenah, Wisconsin 54956-1274 · Telephone 414-731-0381 · FAX 414-733-8578
t.
Martenson & Eisele7 Ineo
Consulting Engineering and Land Surveying
DRAINAGE AND DETENTION SUMMARY
FOR
CARPET STORE ADDITION TO MAUTZ PAINT' STORE SITE
Part of the NE 1/4 NW 1/4, Section 34
T 18 N, R 16 E, City of OshkOsh, WiIlriebcigo coUnty, Wisconsin
The above described project covers 0.72 acres and' is covered with grass.
It is proposed that a carpet store and parking lot be constructed on the
site.
Drain Calc, a computer program basBciorrU.S.P=A::lrR:"55 was used to
analyze the runoff. and detentionregp.!~ents..f()r:t}l.i,s project.
In accordance with City of Oahko~'~-t()ii.water'~al~~erregulat:i.ons~"the
site ::is designed ..to.. releaSetlie.J~'i~wg~stOl'i'post~veloPuent runoff
at the pre-developnent 10 year rate.,c:ontrolO;"t;~ruIlOff ,is
accomplisl1ed by means, of a deten.tiOD.l:>asin l#~~a.t.tbe nOI'theas~E!nd
ofthef3itE!:"nurJilg the 1~~}T~8t,c>J:'JIl' water ~!~l~.eover approximately
5OQOsquB.re feet of the . deteIltlon:ar:.ea.:mtl1 a<~ ciepth of 1. 5 ff3E!t.
'. .. .... ... '" . . .... ..,;~,;...:;;;:;+.,;..::;..;."...., ",..' ...1."", .... ., ,.. ..
RtID()ffin~ssof,that generatetf"bytl1e 100 .Yeaf.s~rm will overflow
the detention area and be handled by the existirig ditch system.
1919 American Court
.
Neenah, Wisconsin 54956
.
Telephone 414-731-0381
.
,
J
FAX 414-733-857.1
'b~ A /1J
tALC
EXIST ING SllBCATCHHENT DATA
SUBCAT #1
AREA:::: ,72 ACRES
CN:::: 61
TC:::: 34
PEAK FLOM:::: ,4 CFS ~
RAINFALL:::: },9 INCHES
EXISTING ROUTING DATA
EXISTING HEHORY DATA
EXISTING PONDING DATA
INPUT THE FUNCTION DESIRED~ (O::::HENU) iJ
INPUT THE FUNCTION DESIRED~ (O=HENU) 4
EXISTING SUBCATCHHENT DATA
SUBCAT #.l,
AREA:::: ,72 ACRES
CN= 85
TC= 12
PEAK FLOM:::: },3 CFS ~
RAINFALL:::: 5,5 INCHES
4 AAlALYStS
ff<E.' ]:) tV E L- 0 PM 6 iJ T
<PC1S'T - neVEL.oP/;1DJ7
EXISTING ROUTING DATA
REACH # 1
;~~;-;~~~:, 4 CFS J <8 \1
HAX, FLaM POSS1BLE:::: ,4 CFS
HAX, MATER RETAINED:::: ,09 ACRE-FT,
EXISTING HEHORY DATA
EXISTING PONDING DATA
eMf
- DeA-e'1-f{OK
/0 YEAR
FLoW
100 YEA~
rl-o vJ
1<9\.t1'..e~
projectCt>.. v
BY~
-l
W orksh~t,2:~llI1.ot'f~!-1rve Jlumllel.".3.1ld. ntnQff
Date
Location
Checked
Date
Circle one:
Developed
1. Runoff curve number (CN)
Soil ~me Cover description CNJJ Area Product
and of
hydrologic (cover typet treatment, and N CN x area
I <'" -:r
group hydrologic condition; IN I I cres
percent impervious; N N Omi2
(11
unconnected/connected impervious r-f . . 0%
.0 00 00
(appendix A) area ratio) cu ..-l ..-l
E-< r:. r:.
tl (). 7).....
l! Use only one CN source per line.
Totals ·
CN (weighted) . total product :.______ .
total area
Use CN ·
~I
2. Runoff
Storm #1
Storm #2
Storm 113
Frequency.............................. yr
Rainfallt P (24-hour) .................. in
Runoff, Q .............................. in
(Use P and CN with table 2-1t fig. 2-1t
or eqs. 2-3 and 2-4.)
D-2
(210-VI-TR-55, Second Ed., June 1986)
Worksheet 2: Runoff curve num~J::,~d runoff
; ~: : (' '/; ,"" \-". '-' -,
Project ~7ref ~~e By J rz. Date 1/-/3-72- ,/
f
Location 'O?d _sf},S'~ Checked Date
Circle one: Present ~o~
1. Runoff curve number (CN)
Soil ns,me Cover description CN.l! Area Product
and of
hydrologic (cover type, treatment, and N eN x area
I "" --r
group hydrologic condition; N I I acres
percent impervious; N N Omi2
III
unconnected/connected impervious ...-i . 0%
.0 OIl OIl
(appendix A) area ratio) III ..-l ..-l
E-< rz.. rz..
. J"e,;"" '7;
" .
ti.~ &1' {),25 /6,2-
, 1S (),47 ve. /
l', VI 0 Its
l! Use only one CN source per line. Totals .. () .12- (pI, 3
(weighted) - total'product 01.3 3' 5. , . Use eN- I 3s [
eN a-a"
,.. total area tJ:1'L ,
2. Runoff
Storm HI Storm #2 Storm 113
Frequency.............................. yr
Rainfall, P (24-hour) .................. in
Runoff, Q .............................. in
(Use P and eN with table 2-1, fig. 2-1,
or eqs. 2-3 and 2-4.)
D.2
(210.Vl.TR.55, Second Ed.. June 1986)
S;o \ Is
WINNEBAGO COUNTY. WISCONSIN
SHEET NUMBE
I()() t"EE T
t~-"T';
~RIOR
LOcATlo;J
MAf
I'i'IJ\-
i
i,
!~!~~
351 ! /VEENAfi ,.0. 75 11.11.
~ 24 CO 21 '74./" '. 3272 II SE
.-\.LGOMA TWP .,_.+.~~'-~) uS 451?SHKOSH) '75
_ _ _ _ -' 2 7/C"~~c;.~",~j-_Jl..l.P0! ~L L
, .: '~llCL~r-n ~,
"'~~:J,ll~~
'11 <<-[J[
-" ~~~TH i-i.. i ~"
j-..f-7L I' Wlnnebagol~:,_,..___,-
Post Office bZ)] ,i 8M 775 "I qr~~1 --\~r-j
Pf;i) 0" \ r r- l_ ~I'" PL'.! -",: I j '/> ~;
L~. (:" AV C ":r \i_~~.-,:-=-=_=-....; I --~>;:/ i
T tlFf.:F":::"-:' ".: ~ -" .::-..:.=-=. = =.' :.= ..:::' //__J\.. \
~~adlO Facilltyli 7 / .--,\"..~,
WI' '>.::.: i, // \\ 77,
T T M A NF 1 E L D ' :::-" . 1[/;" X, ~ ; I: (I
'-.~... //\\\.U "
.! /f'~!i.~~-....:~35 oo\."r ..l\
1(/ /I:'~ \,.) yi
.,jl Ii I,., /'1 /1
. I' I II . · j;~~:>i
....( I!i~(y):fi I \.!J:
II I i~.{/;; .11. j~==
i ,. / I,' ALGI
18 Nil ill 'I '
iTN!-O-i. lfZf.TI,,=C:'~A!JuJ ~~i.
:: J1 ' il · r+--,E
! i / Ii Ii L
tf~~l! ,. Ii 01/
! nit-lic,ll~ J.
.. 'i. II I . II I
II i I ij II .' ;A
1--!r,.t-----'---.I/~7..;..
i ' 2t-L-_.Ji
I : /
: /.~
:.~.
11 ",l
L G 0 M
"'
. ,/.
: ",--- ,
/~
-------_.,~_.~--
: I
.~~
- .1-
, '
~ /
,{ .,'.. I , G I
! \ I I
\/_..... : I
, --
-'~""i- ..~ .-~;',;, - ---.-j-' -+~-=
"--") ,li'bOQQII
t,/) =
._...?~':::'- ~c '1".'4.':
'\ , ,WEST !\~
8/~
.'/ : /.,..."---\
,);/
! i: 11-;-
I ,# !
" -I'
Ii,
I'
,I'
,II'WEST
I 799
f; ~;/~
) ~
, I
,
I
RIPPLEi
i
,
I
1c::J
j 0.
,
~
--"~; <
._0:,_