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MATCH INTO
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GRADES
41.
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%7=m
SCALE IN FEET
Construction Stormwater Special Waters Search
rvInnesota Pollution. Control Agency
Lat!tL1 le, 45. 2 3L',2 Lo i I(I Itl ic Ie -_92 8687
Find Special Waters�1
Features Selll Ant
= ClearSulfet
-N-
GOOSE LAKE
1 MILE RADIUS SEARCH
I.
L
TOWNSHIP
Legend
LATITUDE
LONGITUDE
WASHINGTON
14
32N
1 20W
1 45.255610
-92.813654
S eei,-1l+Va
PER SOIL BORING LOGS AND WEB SOIL SURVEY
0
1,1FICALlstel.i :.Alcareolts Fen
EA
21
A
AC
1.9
DNR Listed Calcareous Fere
Wilderness Area
Mississippi River
0
• f
I � `
05 •� 9-
I
PROJECT LOCATION
I
A
14c-�rse�
SITE LOCATION
1 i)
COUNTY
SECTION
TOWNSHIP
RANGE
LATITUDE
LONGITUDE
WASHINGTON
14
32N
1 20W
1 45.255610
-92.813654
RECEIVING WATERS
• a
X Z elk lit il
"• _
r . �
NAME OF WATERTYPE
BODY
OF
WATER
BODY
SPECIAL
WATER
IMAIRED
WATER
TYPE OF
SPECIAL
WATER
HWY 97 ROW DITCHES TO ROADSIDE POND
POND
NO
NO
REGIONAL PONDING (PREVIOUSLY CONSTRUCTED)
1 TO 8 FEET
SILTY SAND
ON-SITE SOILS CONSIST OF SANDY SOILS WITH SILT,
PER SOIL BORING LOGS AND WEB SOIL SURVEY
0
INLET PROTECTION
EA
21
TURF RESTORATION
AC
1.9
PERMANENT STORMWATER MANAGEMENT
X
INFILTRATION
MATERIAL DESCRTION
STORMWATER HARVEST AND REUSE
X
FILTRATION
1
PIPE STORAGE / IRRIGATION
TOPSOIL
REGIONAL PONDING (PREVIOUSLY CONSTRUCTED)
TYPICAL SUBSURFACE SOIL STRATUM
STRATUM
DEPTH TO BASE OF STRATUM
MATERIAL DESCRTION
TEMPORARY ROCK CONSTRUCTION ENTRANCE
BELOW EXISTING GRADE
1
1
0TO 1 FEET
TOPSOIL
2
1 TO 8 FEET
SILTY SAND
ON-SITE SOILS CONSIST OF SANDY SOILS WITH SILT,
PER SOIL BORING LOGS AND WEB SOIL SURVEY
ESTIMATED QUANTITIES
DESCRIPTION
UNIT
QUANTITY
TEMPORARY ROCK CONSTRUCTION ENTRANCE
EA
1
PREFABRICATED CONCRETE WASHOUT
EA
1
SILT FENCE (STANDARD)
LF
1,950
ROCK LOG
LF
0
INLET PROTECTION
EA
21
TURF RESTORATION
AC
1.9
CALL BEFORE YOU DIG!
Gopher State One Call
TWIN CITY AREA: 651-454-0002
TOLL FREE: 1-800-252-1166
EROSION CONTROL LEGEND
SF SILT FENCE
0 INLET PROTECTION
EXISTING DRAINAGE PATTERN
PROPOSED DRAINAGE PATTERN
WARNING:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING
UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR
SERVICE AND / OR RELOCATION OF LINES.
THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48
HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS,
PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE
CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING
CONSTRUCTION AT NO COST TO THE OWNER.
MARTIN PL VZNER
ENGINEERING
8o3o Old Cedar Ave. S
Bloomington, MN 55425
Voice: 95"854-r&76
Fax; 952-854"1948
LTI
KRECH, O'BRIEN,
MUELLER & ASSOCIATES, INC
Architecture Structural Engineering Interior Desigir
6115 Cahill Avenue
Inver Grove Heights
Minnesota 55076
651.451.4605
fax 651.451 .0917
komainc komainc.com
.
LroucKs
PLANNING
CIVIL ENGINEERING
LAND SURVEYING
LANDSCAPE ARCHITECTURE
ENVIRONMENTAL
7200 Hemlock Lane, Suite 300
Maple Grove, MN 55369
763.424.5505
www.loucksinc.com
CADD files prepared by the Consultant for this project are instruments
of the Consultant professional services for use solely with respect to
this project These CADD files shall not be used on other projects, for
additions to this project, or for completion of this project by others
without written approval by the Consultant. With the Consultant's
approval, others may be permitted to obtain copies of the CADD
drawing files for information and reference only. All intentional or
unintentional revisions, additions, or deletions to these CADD files
shall be made at the full risk of that party making such revisions,
additions or deletions and that party shall hold harmless and indemnify
the Consultant from any & all responsibilities, claims, and liabilities.
I hereby certify that this plan, specification or report was
prepared by me or undermy rdire on and that
I am a duly Licen es I En r under the
laws of the at fm n sota A '
c J ell - I' 1v
is o. 41352
Date 6/19/17
CITY
SUBMITTAL
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PROJECT: 16174
DRAWN BY: GAJ
CHECKED BY: VJV
DATE: 6/20/2017
REVISIONS:
6/19/17 Bid Pack 1
6/20/17 City Submittal
SWPPP
1 OF 2
C5