HomeMy WebLinkAboutDrainage Reports - 08/19/1993Final Approved Report
3 Date
FINAL DRAINAGE REPORT
FOR
HOUSKA MINOR SUBDIVISION
AUGUST 9, 1993 '
STEWART & ASSOCIATES, INC.
103 SOUTH MELDRUM STREET
FORT COLLINS, COLORADO 80521
303/482-9331
STEwART&ASSOCIATES
Consulting Engineers and Surveyors
August 9; 1993
Mr. Glen Schlueter
Storm Water Utility
City of Fort Collins
P.O. Box 580
Fort Collins, Colorado 80522
Dear Glen:
This is the drainage report for Houska Minor Subdivision which is located
at the intersection of Riverside Drive and East Myrtle Street. It is in the
Northeast a of Section 13, Township 7 North, Range 69 West of the 6th P.M.
The site is in the Old Town Basin.
The site is made up of the existing property of the Houska Automotive
Services Inc, which is Lot 13, Lesser's Subdivision and a metes and bounds
parcel which has an existing older frame house on it. Lot 13 has the existing
automotive repair business which is entirely developed and has an existing
detention pond for Lot 13 runoff.
Mr. Houska is platting the property into two lots. Lot l is an expanded
Lot 13, Lesser's Subdivision, in order to construct an addition .on the existing
auto repair garage. Lot 2 is for a future auto —related use such as a fast
lubrication business.
It is proposed to construct an additional detention pond on Lot 2 which
will detain the difference of the runoff from the metes and bounds parcel
between.the historic two—year storm and the developed 100—year storm. The
new detention pond encompasses parts of Lots land 2. The new detention pond
will discharge through a proposed eight —inch P.V.C. pipe to the existing inlet
in the existing pond on Lot 1. The volume required in the new pond is 7,518
cubic feet which was determined by a mass diagram. All of the metes and bounds
parcel was used as a contributing area. The allowable outlet rate is 0.49
cubic feet per second.
The detention was calculated according to the proposed site plan enclosed.
If the site plan for Lot 2 is revised in the future, the detention calculations
will need to be revised at that time. The construction will be phased to allow
the addition to the auto repair building and the new driveway to be constructed
as soon as approvals are acquired. The remainder of the detention pond will
be constructed at the time of the construction of the business on Lot 2.
There is 0.25 acres of offsite area that drains the rear lots of several
lots that face Lesser Drive that drain onto Lot 2. The offsite area will
continue to sheet flow onto Lot 2 and will pass through the detenion pond but
was not included in the.calculation of the required detention volume.
James H. Stewart
and Associates. Inc.
103 S. Meldrum Street
P.O. Box 429
Ft. Collins, CO 80522
303/482-9331
Fax 303/482-9382
EROSION CONTROL:
The existing auto repair site is either all hardsurfaced or landscaped
at this time. The area for the building addition and the new driveway will
be disturbed; however, the foundation will be constructed immediately, and
the driveway will be based and paved soon. after the building is started. The
ground cover on Lot 2 that is not included in the Phase I driveway will not
be disturbed in Phase I -construction. As stated above, the driveway will be
paved soon. As soon as the storm drain and new inlet are constructed, a gravel
filter will be placed around the inlet providing a sediment trap. Any area
in Lot 2 that is disturbed and not paved will be reseeded.
The site has moderate wind erodibility and moderate rainfall erodibility.
The effectiveness required is 78.65%, and the effectiveness provided by the
building, paving and sediment is 91.0%
The storm water runoff calculations and the mass diagram are included
as a part of this report. If you have any questions regrding this site, please
call.
Sincerely,
a,
Richard A. Rutherford, P. E. & L.S.
President
jrr
enclosures
103 S. , FORT
STEWART&ASSOCIATES PH. 482-9331MELDRUMFAX 482-938
OLLINS, CO 805212
Consulting Engineers and Surveyors
By: R. At?, Date: I Izol93 Client /�/_l Sheet No. i of
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STEWART&OSSOCIATES
Consulting Engineers and Surveyors
103 S. MELDRUM, FORT COLLINS, CO 80521
PH. 482-9331 FAX 482-9382
By: R A P, Date: 4hol9-3 Client: -D,5�i/jtr Pouj,,cA Sheet No. of
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STEWART&ASSOCIATES 103 S. 938 RFAX FORT gOLLINS, CO 80521
Consulting Engineers and. Surveyors
By: P A P Date: � Client: ?) r= NN i-s / >' n vs h � Sheet No. S` of �
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STEWART&kSSOCIATES
Consulting Engineers and Surveyors
103 S. MELDRUM, FORT COLLINS, CO 80521
PH. 482-9331 FAX 482-9382
By: Q A t;-9- - Date: 6/44-73 Client: DeA-)1jf-r Sheet No. � of?
Project: 14 n u c A Ali, AJ n R J 0 11 r-> I I/ i - r 10
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RAINFALL PERFORMANCE STANDARD EVALUATION
PROJECT: H v v i & a - M , .vo,e ,I vez oSTANDARD FORM A
COMPLETED BY: R 4k- DATE: 4 u .
--------- ---- -------------------- ---------- --------- ------ ----------
DE OPED ERODIBILITY Asb Lsb Ssb Lb Sb PS
SUBBASIN ZONE I (ac) (ft) (%) (feet) M ()
Zzo ,
0:99.g�. - - p. --------
I
-------------------------------------------------------------------�
HDI/SF-A:1989 ( 7
EFFECTIVENESS
----------------------------------------------------------------------
CALCULATIONS
PROJECT: Hovr,ta Mla��z Ju•BDivuio.v
STANDARD FORM B
COMPLETED BY: R 2
DATE: ApR,
I Erosion Control
C-Factor P-Factor
Method
Value
Value
Comment
-------------------
BAn.F S'o1L
-------------
/.00
------- ------ -------------
b0.0
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As, p H q L T � Lo vc, .
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0. 01,
c /'&V
0.09-Ac.
----------------------------------------------------------------------
MAJOR PS. SUB AREA
BASIN
(0)
BASIN
(Ac)
CALCULATIONS
-----
------
73.GS%
-----
------
D,99Ac.
------ ------------------------
--------------
LTD C= '(O•ZI•X /,0) + (6.)4-X 0,01)
w-Tv .P= o.sx0.8 = 0,4-
EFF = E/-. (o.zz x0.¢)]xioa=9/•o%
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----------------------------------------------------------------------�
HOI/SF-B:1989 __ iR
CONSTRUCTION SEQUENCE
PROJECT:
Houixa
Mlivaz .rURDivirioJ,
STANDARD FORM C
SEQUENCE.
FOR 19 93
ONLY COMPLETED BY: i2Ae,
DATE: ¢/Lol
Indicate
Major modifications
by use of a
bar line or symbols when erosion
control measures will be installed.
approval by the City
to an approved schedule may require submitting a new schedule for
Engineer.
YEAR
I
----------------------
MONTH _
i -J - I - -- I ---- I A -�
- - I
--
I A I S
I
I �tJ
OVERLOT GRADING
-l-J
--=------�-
-O
-------------
WIND EROSION CONTROL
Soil Roughing
Perimeter Barrier
Additional Barriers
Vegetative Methods
Soil Sealant
Other
RAINFALL EROSION CONTROL
STRUCTURAL:
Sediment Trap/Basin
Inlet Filters
Straw Barriers
Silt Fence Barriers
Sand Bags
Bare Soil Preparation_
Contour Furrows
Terracing
Asphalt/Concrete Paving'
Other — 13vic.D1.v&
VEGETATIVE:
Permanent Seed Planting
Mulching/Sealant
Temporary Seed Planting
Sod Installation I
Nettings/Mats/Blankets Other
I
II
I
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STRUCTURES: INSTALLED BY MAINTAINED BY
VEGETATION/MULCHING CONTRACTOR
DATE SUBMITTED APPROVED BY CITY OF FORT COLLINS ON
HDI/SF-C:1989
�91
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STEWART&ASSOCIATES
Consulting Engineers and Surveyors
April 28, 1993
Mr. Glen Schlueter
Storm Water Utility
City of Fort Collins
P.O. Box 580
Fort Collins, Colorado 80522 -
Dear Glen:
The following is the cost estimate for erosion control for Houska Minor
Subdivision:
1. Rock Filter $100.00
The cost for reseeding the entire undeveloped portion of the Minor
Subdivision and not including the Riverside area is as follows:
Area = 37,462 square feet
Cost = 37,462 square feet @ $0.029/square feet $1086.40
Collateral = $1086.40 x 1.5 = $1629.60
If you have any questions concerning this estimate, please call.
Sincerely,
6ZjL^z a -
Richard A. Rutherford, P.E. & L.S.
President
jrr
James H. Stewart
and Associates, Inc.
103 S. Meldrum Street
P.O. Box 429
Ft. Collins, CO 80522
303/482-9331
Fax 303/482-9382
TEMPORARY STORM WATER DETENTION EASEMENT
KNOW ALL MEN BY THESE PRESENTS: That the undersigned, being the owners of
Lots 1 and 2, Houska Minor Subdivision, City of Fort Collins, County of Larimer,
State of Colorado, do hereby dedicate and convey to and for public use forever
hereafter a temporary storm water detention easement described as follows;
however, acceptance by the City of. Fort Collins of this dedication does not
impose upon the City a duty to maintain the said easement.
A part of Lots 1 and 2, Houska Minor Subdivision, City of Fort
Collins, County of Larimer, State of Colorado, which begins at
a.point on the West line of said Lot 2 which bears N 000 23' E
82.30 feet from the Southwest corner of said Lot 2 and run thence
N 000 23' E 96.00 feet; thence S 89' 37' E 21.00 feet; thence
N 000 23' E 102.00 feet;. thence N 50°-40' 34" W 27.00 feet; thence
N 390 19' 26" E 21.14 feet; thence S 50' 40' 34" E 144.61 feet;
thence S 00' 23' W 36.91 feet; thence N 89' 37' W 62.00 feet; thence
S 00' 23' W 40.00 feet; thence S 89' 37' E 62.00 feet; thence
S 190 43' 53" W 120.73 feet; thence N 89° 37' W 62.00.feet; thence
N 240 54' 14" W 55.63 feet to the point of beginning.
Witness our hands and seals this day of
Dennis J. Houska Noreen M. Houska
STATE OF COLORADO)
COUNTY OF LARIMER)ss
A. D. 1993.
The foregoing instrument was acknowledged before me this day of
1993, by Dennis J. Houska and Noreen M. Houska .
Witness my hand and official seal.
My commission expires:
Notary Public
ATTORNEY'S CERTIFICATE
This is to certify that on the day of A.D. 19 ,
I examined the title to the property hereon described and established that
the owners and proprietors of record of said property as construed in C.R.S.
1973, 31-23-111, are as shown hereon as of said date.
Signature:
Registration No.
Address:
HOUSKA MINOR SUED/VISION
S/TUATE IN THE NORTHEAST I/4 OF SECT/ON /3 TOWNSHIP 7 NORTH RANGE 69 WEST
OF THE SIXTH Pm, CITY OF FORT COLLINS. COUNTY OF LARIMERT STATE OF COLORADO
11
SCALE-/ �30,
0 M 30 60 LAD
4627V 12" Are•7B.62'07•I6600'
C1wF•N63.49 b6 E 7789'
MYRTLE STREET
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SZ�ATEMENT OF OWNERSHIP, SUBDIVISION AND DED/CAT/ONE -
KNOW AU NEW BY THESE PRESENTS The/ Of wrdrs/pad, being Me owners beat propiie/ars of Me N//o ing 4es ribed /bed, M wit; Lot 13, Lessors SuboMlsiwr,
and 0 /PoCI Of land $iM20 /n Its MwMees/ //4 of SM/far /3, Tom.Nip 7 North, Range 69 Wes/ of /he Si h P.M., City of For/ Collins, Comfy of Lar/mer, State of
Colorado babg more particubr/y descr/EeC m follows; Cone/drip the East line of sold Northeast 114 m b�edeg N000/5'20"E, and with all parings cmfeleed harken
mkffvf /hereto, /s calldnM wM& be bwadwy tiles m&M begin at a pant ableb brows NOO23'00"E 4d.00/Iee/, and again SB9'37'00"E 422.83 feet from Me
Sou/pwealll Comor o/ the Ndrtheest //4 of said hbrMearl //4, allot run Mann N00'23'00'6 133. 30 feet Om /lfe Southeast carter of sad Lot 13; Meade NB9'37'QO°W
125.00 fast to Of Sou/Awes/ comer of sold Co/ 13; thence NOO'23''W E 200.00 feet M Ike Northwest corn Jof sold Lot 13; Marne along Me arc of a /66.00 foot radios
curve. to Me left 0 Often" of 78. 62 lee/, the /erg than of wend/ hems N6d•49'06•E 7LB9 bet; lZa among the are of a /5 00 foal radius cur" to the right
a d/stance of 2113 het, As long chats of "0 Dears S89'23'30"E /9. 43 net; thorn S49'02bDE 4728 fro/; thence N00823'00"E 56.70 feel; Mean
548a2/�30•E 180.59 Net ; theme 500.23'00"W /64.00 /set; thence N89'37'004W 20.00 Net ; Maack SOO.23b0 "W 1/0.9/feet; thence N89037'000W US 76
feet M point o/ beg/ming, containing 70,579 square feet, man or loss. The pbersigme' have caused the above deswlbed land b be surveyed and subf/vld add tab
and fA is as sewn as Mrs plat /o to hewn m a plot of NOUSKA MINOR SUBD/V/5/OS, sadleet to all naiements and rights -of -way over of moard or existing or
41MCOWd M Ms Plot. The undersigned does hemby dedicate, and convey to and for public use, forever, the IreeI aced wsommM m are /aid out and des/grated an
MIS pbq prwroed, hem"r, /bet if acceptance by the City Of tens #w1coen of basements doss not MOOS upon Me Cqy a duty M sweetie Me easements so tiedtcow;
and {/ p/arcs by Me City of Ns pd/nt/m o/ streets does ovl /mposk upon Me Ciy o duty ro ma/nro/n /he streets p dad/cared WIN sun bar as Me sNbts are
Mspeils end aeoRaled. by the City Englower. A// maintenance of the above a4rcr/tad sMels oho// be qA eat by Me unders/ped (and Ms/her successors In /finest/
until sucit" as Me City expressly ossumes, /n wrNahi Me duty of such maintenance.
W~
'hessr Annoy Mee seals M/s_ day of A.D., I99_.
r'
!o, i g✓.v. rhi,
DENNIS ✓. NOUSKA y-NOREEN M. HOUSKA
¢s Slob o/
[Cobradol TM &vVVV1 V ANAl"A n wan aet"W/*abed before me INS— day of A. DHouk ., 199— by Dennis ✓. o o/d by
S. S.
so of County of
Lariat Naresn M. NousRa.
My fi /t
nmm/ssma wires NOTAPY PUBL /C �._
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1
Srob of
Cakinudol The /aregobp abdknlbn was acknowledged before m /Ma—aby of { A.D., /99_ by
• Cy of
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° "ME
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ATTOFRNEY'S
CERT'/IF�,ICATE:
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bet 7hb N
Les
car/Ny /bet an OfAd�eey aT � db
l � F AD., /99�, /man/neat Ms title /o M* property as Awvm and eslaDl/shed Iho/ Me
.
�: owness
proprNloes of rmdrd nt MI held tY m Fo/u/ry n C. R. S. 1973, 3/-23-///, are as shows nelson m of egId dab.
id dam.
ti.
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AT Registration No, p `
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-• SURVEYOR'S
ERTIFICATE;
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/. R"ASon , a dory rsgisbro i ProMssioa/ Engineer and Load Surveyor the Stab of Colorado, to nr/Ify that lots pbt of HOUSKA MINOR SUBDIVISION
Nay a>d
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