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749-01Alpine Job #:
THIS SHEET IS INTENDED TO BE PRINTED IN
COLOR TO FULLY UNDERSTAND THE
INFORMATION BEING PRESENTED.
2025 ENCOMPASS DESIGN INC.C AN AFFORDABLE HOUSING DEVELOPMENT:ROCKY MOUNTAIN FLATSBOZEMAN, MONTANA1535 liberty lane
suite 110b
missoula, montana
59808
phone: 406.540.4437
24.115edinc Job #:
SITE PLAN REVIEW: 05/29/2025
REV. 02: SP RESUBMITTAL #2
C6.3
DETAILS
ISOLATOR ROW PLUS
(SEE DETAIL)
PLACE MINIMUM 12.50' OF ADSPLUS625 WOVEN GEOTEXTILE OVER BEDDING
STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL
CHAMBER INLET ROWS
BED LIMITS
NOTES
•THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET.
•NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT & THE REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE.
STORMTECH SC-160 LP SYSTEM 2-22SCALE: NTS
CONCEPTUAL ELEVATIONS
MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED):11.50
MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC):3.17
MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC):2.67
MINIMUM ALLOWABLE GRADE (TOP OF RIGID CONCRETE PAVEMENT):2.67
MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT):2.67
TOP OF STONE:2.00
TOP OF SC-160LP CHAMBER:1.50
8" x 8" BOTTOM MANIFOLD INVERT:0.58
8" x 8" BOTTOM MANIFOLD INVERT:0.58
8" ISOLATOR ROW PLUS INVERT:0.58
8" ISOLATOR ROW PLUS INVERT:0.58
BOTTOM OF SC-160LP CHAMBER:0.50
BOTTOM OF STONE:0.00
PROPOSED LAYOUT
STORMTECH SC-160LP CHAMBERS
STORMTECH SC-160LP END CAPS
STONE ABOVE (in)
STONE BELOW (in)
STONE VOID
INSTALLED SYSTEM VOLUME (CF)
(PERIMETER STONE INCLUDED)
(COVER STONE INCLUDED)
(BASE STONE INCLUDED)
SYSTEM AREA (SF)
SYSTEM PERIMETER (ft)
MAX FLOWINVERT*DESCRIPTIONITEM ON
LAYOUTPART TYPE
0.96"8" x 8" BOTTOM MANIFOLD, MOLDED FITTINGSAMANIFOLD
0.96"8" x 8" BOTTOM MANIFOLD, MOLDED FITTINGSBMANIFOLD
1.5 CFS IN(DESIGN BY ENGINEER / PROVIDED BY OTHERS)CCONCRETE STRUCTURE
W/WEIR
1.5 CFS IN(DESIGN BY ENGINEER / PROVIDED BY OTHERS)DCONCRETE STRUCTURE
W/WEIR
*INVERT ABOVE BASE OF CHAMBER
94.96'16.58'85.87'14.58'B A
D C
CONCEPTUAL ELEVATIONS
MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED):11.50
MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC):3.17
MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC):2.67
MINIMUM ALLOWABLE GRADE (TOP OF RIGID CONCRETE PAVEMENT):2.67
MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT):2.67
TOP OF STONE:2.00
TOP OF SC-160LP CHAMBER:1.50
8" ISOLATOR ROW PLUS INVERT:0.58
8" ISOLATOR ROW PLUS INVERT:0.58
12" x 8" BOTTOM MANIFOLD INVERT (8" PIPE):0.58
12" x 8" BOTTOM MANIFOLD INVERT (8" PIPE):0.58
BOTTOM OF SC-160LP CHAMBER:0.50
12" x 8" BOTTOM MANIFOLD INVERT (12" PIPE):0.40
12" x 8" BOTTOM MANIFOLD INVERT (12" PIPE):0.40
BOTTOM OF STONE:0.00
PROPOSED LAYOUT
168 STORMTECH SC-160LP CHAMBERS
24 STORMTECH SC-160LP END CAPS
STONE ABOVE (in)
STONE BELOW (in)
40 STONE VOID
3044
INSTALLED SYSTEM VOLUME (CF)
(PERIMETER STONE INCLUDED)
(COVER STONE INCLUDED)
(BASE STONE INCLUDED)
2942 SYSTEM AREA (SF)
301.7 SYSTEM PERIMETER (ft)
MAX FLOWINVERT*DESCRIPTIONITEM ON
LAYOUTPART TYPE
-1.17"
0.96"
12" x 8" REDUCING CONCENTRIC MOLDED FITTINGS (12" PIPE)
12" x 8" REDUCING CONCENTRIC MOLDED FITTINGS (8" PIPE)AMANIFOLD
-1.17"
0.96"
12" x 8" REDUCING CONCENTRIC MOLDED FITTINGS (12" PIPE)
12" x 8" REDUCING CONCENTRIC MOLDED FITTINGS (8" PIPE)BMANIFOLD
3.0 CFS IN(DESIGN BY ENGINEER / PROVIDED BY OTHERS)CCONCRETE STRUCTURE
W/WEIR
3.0 CFS IN(DESIGN BY ENGINEER / PROVIDED BY OTHERS)DCONCRETE STRUCTURE
W/WEIR
ISOLATOR ROW PLUS
(SEE DETAIL)
PLACE MINIMUM 12.50' OF ADSPLUS625 WOVEN GEOTEXTILE OVER BEDDING
STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL
CHAMBER INLET ROWS
BED LIMITS
123.87'27.00'114.33'25.00'NOTES
•THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET.
•NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT & THE REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE.
*INVERT ABOVE BASE OF CHAMBER
AB
D C
STORMTECH SC-160 LP SYSTEM 34SCALE: NTS
ISOLATOR ROW PLUS
(SEE DETAIL)
PLACE MINIMUM 12.50' OF ADSPLUS625 WOVEN GEOTEXTILE OVER BEDDING
STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL
CHAMBER INLET ROWS
BED LIMITS
NOTES
•THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET.
•NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT & THE REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE.
70.06'24.92'64.52'22.92'A
C
B
CONCEPTUAL ELEVATIONS
MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED):11.50
MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC):3.17
MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC):2.67
MINIMUM ALLOWABLE GRADE (TOP OF RIGID CONCRETE PAVEMENT):2.67
MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT):2.67
TOP OF STONE:2.00
TOP OF SC-160LP CHAMBER:1.50
8" x 8" BOTTOM MANIFOLD INVERT:0.58
8" ISOLATOR ROW PLUS INVERT:0.58
8" ISOLATOR ROW PLUS INVERT:0.58
BOTTOM OF SC-160LP CHAMBER:0.50
BOTTOM OF STONE:0.00
PROPOSED LAYOUT
95 STORMTECH SC-160LP CHAMBERS
26 STORMTECH SC-160LP END CAPS
6 STONE ABOVE (in)
6 STONE BELOW (in)
40 STONE VOID
1761
INSTALLED SYSTEM VOLUME (CF)
(PERIMETER STONE INCLUDED)
(COVER STONE INCLUDED)
(BASE STONE INCLUDED)
1713 SYSTEM AREA (SF)
190.0 SYSTEM PERIMETER (ft)
MAX FLOWINVERT*DESCRIPTIONITEM ON
LAYOUTPART TYPE
0.96"8" x 8" BOTTOM MANIFOLD, MOLDED FITTINGSAMANIFOLD
(DESIGN BY ENGINEER / PROVIDED BY OTHERS)BCONCRETE STRUCTURE
W/WEIR
2.2 CFS IN(DESIGN BY ENGINEER / PROVIDED BY OTHERS)CCONCRETE STRUCTURE
W/WEIR
*INVERT ABOVE BASE OF CHAMBER
STORMTECH SC-160 LP SYSTEM 2-11SCALE: NTS
40-YARD CONSTRUCTION DUMPSTER DETAILS5SCALE: NTS
82
14
6
6
40
1544
1508
223.1
CONCEPTUAL ELEVATIONS
MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED):11.50
MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC):3.17
MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC):2.67
MINIMUM ALLOWABLE GRADE (TOP OF RIGID CONCRETE PAVEMENT):2.67
MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT):2.67
TOP OF STONE:2.00
TOP OF SC-160LP CHAMBER:1.50
8" ISOLATOR ROW PLUS INVERT:0.58
12" x 8" BOTTOM MANIFOLD INVERT (8" PIPE):0.58
BOTTOM OF SC-160LP CHAMBER:0.50
12" x 8" BOTTOM MANIFOLD INVERT (12" PIPE):0.40
BOTTOM OF STONE:0.00
PROPOSED LAYOUT
28 STORMTECH SC-160LP CHAMBERS
8 STORMTECH SC-160LP END CAPS
6 STONE ABOVE (in)
6 STONE BELOW (in)
40 STONE VOID
579
INSTALLED SYSTEM VOLUME (CF)
(PERIMETER STONE INCLUDED)
(COVER STONE INCLUDED)
(BASE STONE INCLUDED)
579 SYSTEM AREA (SF)
132.8 SYSTEM PERIMETER (ft)
MAX FLOWINVERT*DESCRIPTIONITEM ON
LAYOUTPART TYPE
-1.17"
0.96"
12" x 8" REDUCING CONCENTRIC MOLDED FITTINGS (12" PIPE)
12" x 8" REDUCING CONCENTRIC MOLDED FITTINGS (8" PIPE)AMANIFOLD
1.5 CFS IN(DESIGN BY ENGINEER / PROVIDED BY OTHERS)BCONCRETE STRUCTURE
W/WEIR
ISOLATOR ROW PLUS
(SEE DETAIL)
PLACE MINIMUM 12.50' OF ADSPLUS625 WOVEN GEOTEXTILE OVER BEDDING
STONE AND UNDERNEATH CHAMBER FEET FOR SCOUR PROTECTION AT ALL
CHAMBER INLET ROWS
BED LIMITS
56.05'10.33'50.28'8.33'NOTES
•THE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBER COVER REQUIREMENTS ARE MET.
•NOT FOR CONSTRUCTION: THIS LAYOUT IS FOR DIMENSIONAL PURPOSES ONLY TO PROVE CONCEPT & THE REQUIRED STORAGE VOLUME CAN BE ACHIEVED ON SITE.
*INVERT ABOVE BASE OF CHAMBER
B
A
STORMTECH SC-160 LP SYSTEM 2-33SCALE: NTS