HomeMy WebLinkAbout010-841-35-5307-LUP-2025-5360
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WATER ELEV. ±1345.0
JUNE 2, 2025
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INFILTRATION BASIN
SECTION A - A
IMPERVIOUS SURFACE AREA SUMMARY
~
IMPERVIOUS SURFACE AREA (BLDG AREAS INCLUDE OVERHANGS)
EX.COND.
POST-CONST.
(SF)
(SF)
OSOsF
HOUSE
1415
3765
30
DECK
776
0
GARAGE & ATTACHED SHED
1199
0
SHED
161
161
�.
ACCESS DRIVEWAY (ASPHALT)
2238
2238
MAIN DRIVEWAY (ASPHALT)
1566
1412
ORIGINAL PLANS PREPARED BY
NORTH DRIVEWAY (ASPHALT)
816
1483
PATIO
217
125
t1A'_II.
STAIRWAY
78
78
'0129124 Paso.
CAFA! I I GUTT.-F: FLOW FROM
TOTAL
8466
9262
SF
R�
" HATCHED ROOF
v e 't `f ti -'•
AREA TO DRAIN TO
TOTAL LOTAREA=25,471 SF
r~ •�S
INFILTRATION BASINS
TOTAL%IMPERVIOUS
- HEATHER J. '� w
30%OF
35.3%
38.7%
nu +-
KAR� O
LOTAREA-7,641 SF
d E-27174
IMPERVIOUS SURFACE AREA EXCEEDING 30% (POST-2025 CONSTRUCTION)
1621
SF
INFILTRATION BASIN VOLUME REQUIRED TO STORE PEAK RUNOFFFROM1621
L�
S !
SF (2-YEAR, 24 HOUR RAIN EVENT)
113
CF
C Ati
I
DATE:._
PROPOSED INFILTRATION BASIN VOLUME
118
CF
PREPARED BY
Surveyor NWBE - B. ZEMBO
Designer NWBE - H. HARRINGTON, PE
Project Manager NWBE - H. HARRINGTON, PE
PROJECT NO: 2522
HWY: 9970N SCHMIDT RD
COUNTY: SAWYER
SWANSON STORM WATER MANAGEMENT
SHEET
E
FILENAME: W:\NWBE_PROJECTS\DESIGN\2522_SWANSON-ROUNDLAKE-LANDUSEPERMIT-SAWYERCO\C3D-24\SHEETS\050201_PN-2522-DWG
PLOT DATE: 9/30/20251:15 PM
PLOT BY: D. HIGHSTROM
PLOT NAME:
PLOT SCALE; IIN:20 FT
LAYOUT NAME - Swan_pn-01
WISDOT/CADDS SHEET 44
1 FRONT PERSPECTIVE
Al N.T.S.
2 AAL<OUT PERSPECTIVE
Al N.T.5
;HEET 1 OF 10
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ISSUED: 06/2 7/25
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MARVIN
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1201
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3041
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563
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2226
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14.54
P05ED NAT LIGHT ..
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656
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2225
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102
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1"1.56
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4510
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160
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5096
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103
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DESIGN
16015W NURSERY RD
HAYWAM. VA54613
THONE (715) 634-4569
NELSONWNBER COU
WINDOW 5GHEDULE
MARK
CITY
SIZE
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BRAND
STYLE
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CASEMENT
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MARVIN
CASEMENT
D
3
60" x 46"
SEE M4DV4 LIST
MARVIN
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E
1
54" x 42'
SEE MVN LIST
MARVIN
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F
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28/25/26 x 40"
SEE NMDW LIST
SEE MPH L15T
MARVIN
MARVIN
AMIN&
CASEMENT
J
3
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SEE MPV4 LIST
MARMN
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1
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3
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W x T-b"
_ TBD
TBD
O H.D.
O H D,
NATURAL LIOT i y[NrILA ill
FNNS BDRM
9O. M.
TOTAL AREA
16066
NAT L16HTREQ
1251
PROPOSED NAT LIbHT.
304'1
VENT. REQ (35%). ._.
563
PROPOSED VENT ..........
2225
tAd4DRAs EIORM
5d FT.
TOTAL AREA._.._.__
161.E
NAT U6HTREQ (6%)—
1454
PROPOSED NAT U HT
30.41
VENT. REQ (55%)—..._
. b3b
PROPOSED VENT.—..
222b
HT
TOTAL AREA
TOTAL AREA
21
21T 02
NAT. L16HT REQ (5%)....
1136
PROP05ED NAT U61T
4610
VENT REO (55%)
760
PROPOSED VENT
�M. k_
509b
9G. FTk_ sCi. FT
TOTAL AREA .......
200 66
NAT LI6HTREQ (6%)
IbOT
PROPOSED NAT LI6HT.
155"7
VENT REQ (35%) ..
703
PROP05ED VENT_— .
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PROJECT NO: 2522 I HWY: 9970N SCHMIDT RD
FIIF NAMF: Vl:\tIWBF. PROJECTS\DESIGt1\2522_Sf/ANSOtI ROUNDLIKE L•WDUSEPERMIf SAWYERCO\C3D-24\SHFFTS\050?01_PN-7527.DW7
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WATER ELEV, ±1345.0
JUNE 2, 2025
IMPERVIOUS SURFACE AREA SUMMARY
IMPERVIOUS SURFACE AREA (BLDG AREAS INCLUDE OVERHANGS)
EX. COND.
POST-CONST.
_
(SF)
(SF)
HOUSE
1415
3765
DECK
776
0
GARAGE& ATTACHED SHED
1199
0
SHED
161
161
ACCESS DRIVEWAY (ASPHALT)
2238
2238
MAIN DRIVEWAY (ASPHALT)
1566
1412
NORTH DRIVEWAY (ASPHALT)
816
1483
PATIO
217
125
STAIRWAY
78
78
TOTAL
8466
9262
SF
TOTAL LOT AREA = 25,471 SF
TOTAL % I MP ERVIOUS
35.3%
38.7%
30%OF LOT AREA -7,641 SF
IMPERVIOUS SURFACE AREA EXCEEDING 30% (POST-2025 CONSTRUCTION)
1621
SF
INFILTRATION BASIN VOLUME REQUIRED TO STORE PEAK RUNOFF FROM 1621
SF (2-YEAR, 24 HOUR RAIN EVENT)
113
CF
PROPOSED INFILTRATION BASIN VOLUME
118
CIF
COUNTY: SAWYER I SWANSON STORM WATER MANAGEMENT
PI 0T DATE : 9/3D%2025 1:15 PM PLOT BY : D HIGHSTROM PLOT HAMF
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INFILTRATION BASIN
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SECTION A - A
ORIGINAL PLANS PREPARED BY
SpCrry1177�F"7gP.
HEATHER J.
HARRINGTON
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DATE: _ _
PREPARED BY
Surveyor
NWBE - B. ZEMBO
Designer
NWBE - H. HARRINGTON, PE
Project Manager
NWBE- H. HARRINGTON, PE
SHEET
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WISDOJ/CADUS 5-1LL 1 44
5
PI OT SCALF; 1 It1:20 FT