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ACCEPTABLE FILL MATERIALS: STORMTECH MC -3500 CHAMBER SYSTEMS
g,uE
mm Jilii�
`TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED
INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,
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24"
(600 mm) MIN*
12" (300 mm) MIN I
EXCAVATION WALL
(CAN BE SLOPED OR VERTICAL)
45"
(1140 mm)
assammmm
L DEPTH OF STONE TO BE DETERMINED
BY DESIGN ENGINEER 9" (230 mm) MIN
9. 77" (1950 mm) 12" (300 THUD) TYR
MITI) MIN
NOTES: TRYON EQUESTRIAN - BED -CROSS SECTION -
1 , MC -3500 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
2. MC -3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
3, "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS,
4. THE "SITE DESIGN ENGINEER" REFERS TO THE ENGINEER RESPONSIBLE FOR THE DESIGN AND LAYOUT OF THE STORMTECH CHAMBERS FOR THIS PROJECT,
5, THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH
CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.
6, PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.
7, ONCE LAYER'C'IS PLACED, ANY SOIUMATERIAL CAN BE PLACED IN LAYER'D'UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYERIC,
OR'D'AT THE SITE DESIGN ENGINEER'S DISCRETION.
SUMP DEPTH TED BY
SITE DESIGN ENGINEER
(24'[600 mm] MIN RECOMMENDED)
7 -
INSPECTION & MAINTENANCE
STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT
USE FACTORY PRE -CORED END AP
O�ART #: MC35001EPP24B
A. INSPECTION PORTS (IF PRESENT)
A.l. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN
A.2, REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED
A,3, USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG
AA. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL)
A,5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
B. ALL ISOLATOR ROWS
BA, REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW
B2, USING A FLASHLIGHT, INSPECT D04VN THE ISOLATOR ROW THROUGH OUTLET PIPE
i) MIRRORS ON POLES OR CAMERAS MAYBE USED TO AVOID A CONFINED SPACE ENTRY
II); FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE
B,l IF SEDIMENT IS AT, OR ABOVE, 3'(80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS
A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 M) OR MORE IS PREFERRED
B_ APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN
C. VACUUM STRUCTURE SUMP AS REQUIRED
STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS: RECORD OBSERVATIONS AND ACTIONS.
STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.
NOTES
1 INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS
OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS,
2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY
v
OPTIONAL INSPECTION PORT
m) MIN WIDE STRIPS
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AASHTO MATERIAL
COMPACTION / DENSITY
MATERIAL LOCATION
DESCRIPTION
CLASSIFICATIONS
REQUIREMENT
FINAL FILL; FILL MATERIAL FOR LAYER'D'STARTS
FROM THE TOP OF THE 'C' LAYER TO THE BOTTOM
ANY S011 /ROCK MATERIALS. NATIVE SOILS, OR PER
PREPARE PER SITE DESIGN FNGINFFR'S PIANS
D OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED
ENGINEER'S PLANS CHECK PLANS I -OR PAVEMFNI
N,A
PAVED INSTALL A] 10NS MAY HAVE S!RIN( ' ;EN -T
GRAOF AROVE NOTE THAI PAVEMENi -,(jBBASF­
SUBGRADE REQUIREMFNTS
"MATERIAL AND PREPARATION PEQUIRLMENTS
MA Y 13 E PAR T H E D ! A Y EIR,
AASHTO M145'
BEGIN COMPACTIONS AFTER 24" (600 mm) OF
INITIAL FILL: FILL MATERIAL FOR LAYER'C'
GRANULAR WELL -GRADED SOILIAGGREGATE MIXTURES, <35%
A-1, A-2-4, A-3
MATERIAL OVER THE CHAMBERS IS REACHED.
STARTS FROM THE TOP OF THE EMBEDMENT
FINES OR PROCESSED AGGREGATE.
COMPACT ADDITIONAL LAYERS IN 12" (300 TOM)
C STONE ('B' LAYER) TO 24" (600 mm) ABOVE THE
OR
MAX LIFTS TO A MIN_ 95% PROCTOR DENSITY FOR
TOP OF THE CHAMBER. NOTE THAT PAVEMENT
MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU
AASHTO M43'
WELL GRADED MATERIAL AND 95% RELATIVE
SUBBASE MAY BE A PART OF THE 'C'LAYER.
OF THIS LAYER.
3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89,
DENSITY FOR PROCESSED AGGREGATE
9,10
MATERIALS.
EMBEDMENT STONE: FILL SURROUNDING THE
B CHAMBERS FROM THE FOUNDATION STONE (W
CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE
AASHTO M43'
NO COMPACTION REQUIRED. SEE SPECIAL
LAYER)TO THE 'C° LAYER ABOVE.
DISTRIBUTION BETWEEN 3/4-2 INCH (20-50 mm)
3,4
PROVISIONS ON SHEET 2.
FOUNDATION STONE: FILL BELOW CHAMBERS
CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE
AASHTO M43'
PLATE COMPACT OR ROLL TO ACHIEVE A FLAT
A FROM THE SUBGRADE UP TO THE FOOT (BOTTOM)DISTRIBUTION
BE EEN 314-2 INCH (20-50 aim}
3,4
SURFACE. 23
OF THE CHAMBER.
PLEASE NOTE:
1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS
ONLY, THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4
STONE WOULD STATE: "CLEAN, CRUSHED,
ANGULAR NO. 4 (AASHTO M43) STONE-.
2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR WLOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (230 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.
3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING
OR DRAGGING WITHOUT COMPACTION
EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS.
g,uE
mm Jilii�
`TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED
INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,
INCREASE COVER TO 30' (750 -)
24"
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12" (300 mm) MIN I
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45"
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assammmm
L DEPTH OF STONE TO BE DETERMINED
BY DESIGN ENGINEER 9" (230 mm) MIN
9. 77" (1950 mm) 12" (300 THUD) TYR
MITI) MIN
NOTES: TRYON EQUESTRIAN - BED -CROSS SECTION -
1 , MC -3500 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
2. MC -3500 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".
3, "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS,
4. THE "SITE DESIGN ENGINEER" REFERS TO THE ENGINEER RESPONSIBLE FOR THE DESIGN AND LAYOUT OF THE STORMTECH CHAMBERS FOR THIS PROJECT,
5, THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH
CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.
6, PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.
7, ONCE LAYER'C'IS PLACED, ANY SOIUMATERIAL CAN BE PLACED IN LAYER'D'UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYERIC,
OR'D'AT THE SITE DESIGN ENGINEER'S DISCRETION.
SUMP DEPTH TED BY
SITE DESIGN ENGINEER
(24'[600 mm] MIN RECOMMENDED)
7 -
INSPECTION & MAINTENANCE
STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT
USE FACTORY PRE -CORED END AP
O�ART #: MC35001EPP24B
A. INSPECTION PORTS (IF PRESENT)
A.l. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN
A.2, REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED
A,3, USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG
AA. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL)
A,5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
B. ALL ISOLATOR ROWS
BA, REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW
B2, USING A FLASHLIGHT, INSPECT D04VN THE ISOLATOR ROW THROUGH OUTLET PIPE
i) MIRRORS ON POLES OR CAMERAS MAYBE USED TO AVOID A CONFINED SPACE ENTRY
II); FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE
B,l IF SEDIMENT IS AT, OR ABOVE, 3'(80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.
STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS
A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 M) OR MORE IS PREFERRED
B_ APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN
C. VACUUM STRUCTURE SUMP AS REQUIRED
STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS: RECORD OBSERVATIONS AND ACTIONS.
STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.
NOTES
1 INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS
OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS,
2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY
v
OPTIONAL INSPECTION PORT
m) MIN WIDE STRIPS
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. . .. .... . . .. .. ....... ........ .. ...
STORMTECH END CAP
also
FOUNDATION STONE
BENEATH CHAMBERS
I
ADS GEOSYNTHETICS 601
NON -WOVEN GEOTEXTIL
STORMTECH
END CAP
FOUNDATION STONE
BENEATH CHAMBERS
I
ADS GEOSYNTHETICS 601T
NON -WOVEN GEOTEXTILE
DESIGN ENGINEER
4" 0 00 mm) TYR FOR SC -31 0 SYSTEMS
6" (150 mm) TYP FOR SC -740, DC -780, MC -3500 & MC -4500 SYSTEMS
VALLEY
STIFFENING RIB
CREST
STIFFENING RIB
MC -3500 TECHNICAL SPECIFICATION
NTS
CREST
WEB
LOWER JOINT
CORRUGATION
%-- UPPER JOINT CORRUGATION
BUILD ROW IN THIS DIRECTION C:>
45.0"
(1143 mm)
77.0" -1 [_ 77.0"
(1956 mm) (1956 mm)
NOMINAL CHAMBER SPECIFICATIONS
MATERIAL- L -IST
QTY
SIZE (W X H X INSTALLED LENGTH)
77.0' X 45,0" X 86,0'
(1956 mm X 1143 mm X 2184 mm)
CHAMBER STORAGE
109.9 CUBIC FEET
(3.11 ml)
MINIMUM INSTALLED STORAGE*
178.9 CUBIC FEET
(5.06 ml)
WEIGHT
135.0 lbs.
(61.2 kg)
NOMINAL END CAP SPECIFICATIONS
400
CAREX STRICTA
SIZE (W X H X INSTALLED LENGTH)
77.0" X 45.0" X 22.5"
(1956 mm X 1143 mm X 571 mm)
END CAP STORAGE
14.9 CUBIC FEET
(0.42 ml)
MINIMUM INSTALLED STORAGE*
46.0 CUBIC FEET
(1.30 m3)
WEIGHT
50.0 tbs.
(22.7 kg)
SECTION B-8
NOTE: ALL DIMENSIONS ARE NOMINAL
CUSTOM PRECORED INVERTS ARE AVAILABLE UPON REQUEST. INVENTORIED MANIFOLDS INCLUDE
12-24" (300-600 mm) SIZE ON SIZE AND 15-48" (375-1200 mm) ECCENTRIC MANIFOLDS.
CUSTOM INVERT LOCATIONS ON THE MC -3500 END CAP CUT IN THE FIELD ARE NOT RECOMMENDED
FOR PIPE SIZES GREATER THAN 10" (250 mm)
THE INVERT LOCATION IN COLUMN 'B'ARE THE HIGHTEST POSSIBLE FOR THE PIPE SIZE.
TEMPORARY POOL ELEVATUNI. 880.5
PERMANENT POOL ELEVATION: 878.5
BOTTOM OF VEGETATED SHELF ELEVATION- 878.0
881.5
Vl-_CFTATIVF SI-FI_
TOP OF VEGETATED SHELF- 879.0
TOP OF FO'REBAY-
881.0
SEDIMENT CLEANOUT -----1
BOTTOM UIT
TOM ELEVATION -
881 .o
7)
RIPRAP WITH FILTER FABRIC
d50 = 12"
22.5"
(571 mm)
INSTALLED
25.7°"
(653 mm)
OF SPREADER STAPLED IN PLACE PER
MANUFACTURER'S
INSTRUCTIONS
NOTES:
1, LEVEL SPREADERS MUST BE CONSTRUCTED ON UNDISTURBED SOIL (NOT FILL
MATERIAL).
2. THE ENTRANCE TO THE SPREADER MUST BE SHAPED IN SUCH A MANNER AS
TO ENSURE THAT RUNOFF ENTERS DIRECTLY ONTO THE 0% CHANNEL.
3. THE LEVEL LIP SHALL BE CONSTRUCTED ON 0% GRADE AS TO INSURE UNIFORM
SPREADING OF STORM RUNOFF.
4, THE RELEASED RUNOFF MUST OUTLET ONTO UNDISTURBED STABILIZED AREAS IN
SHEET FLOW AND NOT BE ALLOWED TO RECONCENTRATE BELOW THE STRUCTURE,
LEVEL SPREADER DETAIL
N.T.S.
T
Ll, U i IUM L. L L A I I U N
874.5 BOTTOM OF POND
BOTTOM ELEVATION:
873.5
NV -T-, H �-- - 1 I � 876.0
Willmass a
TOP OF
STRUCTURE- 880.5
TOP OF
DAM 881.5
VEGETATED SHELF -- HATCHED _'_ _' 4- +
4- � 4 -
APPROXIMATELY 4000 SQUARE FEET AT ELEV. 878.0
1000 PTANTS REQUIRED -- 50 PER 200 SF @ 24-36" OC IN RANDOM, MERGING GROUPS
1025 PLANTS SHOWN
PLANT
MATERIAL- L -IST
QTY
PLANT NAME
100
PONTEDARIA CORDATA
GROUPS OF 10-20
PICKERELWEED
100
PELTANDRA VIRGINICA
GROUPS OF 15-25
ARROW ARUM
400
JUNCUS EFFUSUS
RANDOM
COMMON SOFT RUSH
400
CAREX STRICTA
TUSSOCK SEDGE
25
EUPATORIUM PURPUREUM
JOE-PYE WEED
SIZE. / NOTE LOCATION ON SHELF
4" POT
PLACE AT LOWER ELEVATION
GROUPS OF 20
DP50 PLUG
PLACE AT LOWER ELEVATION
GROUPS OF 10-20
DP50 PLUG
SCATTER THROUGHOUT
GROUPS OF 15-25
2.5' CAL. B&B
PLACE AT UPPER ELEVATION
RANDOM
1 GALLON CONTAINER SCATTER ALONG EL 2135 AS SHOWN
AS SHOWN
MULCH ENTIRE VEGETATED SHELF WITH 2-3" SHREDDED HARDWOOD BARK
INVERT: 875.0
10' VEGETATIVE
FILTER STRIP
1 1 1
NFn WITIF-,
I EVEL SPREADER SEE
DETAIL ON THIS SHEET
J015 NUMBER:
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UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
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