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JOB NUMBER;
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PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPERVISION AND THAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
AND SEAL.
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DATE: 101 61 14
DRAWN BY: JCW
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1 m ADDITIO0 24 HDPE v";,, INV = 894.8 86 LP of 36' HDPE Rti° 9'x.6 a - I' W _,
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8110NA1 C6 #4 R 903' # C 913# AI A.5
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1 C0� 80 w R M w 895,5 °>r ! ; ' NU - q 9 3 M� A A 6 RIM 0 -
RIM 03,00 ;T INV : � __ R1N g , 90 # Oy -
Q� NU�.B %,� 891,9 HF �° " C"�#1002 ��NV003, tiU, i_� GI
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V a IN F 89 I I I II I #100 INU. ONRL I I I I 9p3 -- �� 9 00, � 5
(, , awl 0 RIM ` 93'5 I t 1, NAI C I ADOi� y %� R �,5 � 9 1 �I A,5
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h 0 @ f aca'�Itl E z `' ADDITIONAL CB :3,: 164 lF � INV r, 5 6 col GU�� GU ,,, �\ \\\ � I
= RIM = 89 - I I I I I \ \ a, . \ . \
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w i , E co\.He j\ �,, \
N 1 c \\'Hc w 'l 'I \\
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f a 24 DP �, ,w'�;' ,I -- �,o
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892 LJ �illll I, NN _ F q R'� ADDITIONAL CB $ ,;ql ' ,, +1v ti Lv '� u ,
N # I �,
NU ADDITION CB hd�'il .�- 'i� �, RIM 897.5 ��� >� , �,Q ,
n RIM = 895 z° "1"�1" - INV = 894.6 p ��' _ N G W I\ _y lj'" --3- F, ,S -- , �v � I- ,iil- �` - G �CP�,
- INV 2,5 50 "! -_ ADDI LCB - G ��I\If I � II;rs G� ���
Y;" RIM = 896.5 v,� �� f
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\ � �' " RIM 898.0 - ! - - - � L - _ - - -_ X11 89 c5 #59
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\C I�Cn CB # 19 m C13 \\ 3', F�ROF05ED D Fill
V 691.0 C5 #9 %% i RIN1 890,0 �\ \ 0
RIIJI 9 17 � � M _ 6 I R7.41L #8 I I 8670 I �\ RETPJI #24
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NV = b�3' w �I I = 8 44 X 6' /% I INU' I I w
144 X 6 G11
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F [A 'I N G f �
P� NV = b; 0 I �� a f , Q RIM : 898.O 5WALE �u S�P� VTP�� I
892.2 15 6 I -
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I^ ��� �c��I�� P"�� Ian°TRND planter �� STPD = 9 3,00 _ c9#3b T� �/250( c�#54 0
II Vg o C9 # 12 1 q,0 �P - _ a I.O L�. ( 901.0
2y9 / / '� ' :895.3 U� o C6 41 RIN4 3.y _ j ARENP C8 #5 _ a o � - RIIP - 5 2 RI �'I -_ b95, I I #
/ IF AIN' q .590 NU 898.0 INv' N 2
IF -' INv = b�2 RIIM - 897.0 PAUERS °, RIM �892,os 0X �
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r 101 LP V I 1 L G �
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W I �'�', i V : 891 1% 17 �P ," .. \;� co
IN TE�TYF)WALE v - _ �� �/� I IP5 950
90 I \ 0 A� 96 LE of 24' HDPE 87 If o 24' HDPE bb
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w - _ - - LX_ n 891.0 U� e 890,0 _ t \�o COVERED VI �'A�p� IEWI BERM /; / I nI RIN° CB.; � �, I�, INv-baa J5#6a cB#53 V Itiv T8g oj ~ x - W� Z , 0,0 01,0 I'.
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ON b6' I ., ll.11� planter STAND planr,Pr o NAND _ 9 �; F ', � R'IP'v 89 RIM = 9 d
Nv' - _ - - - - ENA CB #7 - acB #3'A �\ c' PEfESTRI�N Nv 864' 1 Nv = 663 6 u
`J '', j - AR $98,0 _�___ tiq = 902.0 I . Q 5 #43 � 5
8 a RI a W W
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a /` CB# I k �6b0 RIM -6 20 , �h "�
° r �v I RIM = 897.0 B #3i RETAk' 13 1 R ; NYf INv = bb �1 N o PRTh
FUEL TANK" AND v'?5 :693.5 ' AWA E c 1 g BRI LE
x NU CB° M 902 0 4,4 X 16' �----..--------..--/ 0 N AT F
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i, - RIM = 89 �' ° 3 6 I I RETAIL # ` CB #64 M - 890,0 � ��j CB #45 I �AS� G 0 0
--- - U : 69! .2 N 69 ill1 /X N I �,! 44' X 16' M __ 890,0 W -_ 885,4 �` �' �/ �, � y 0 ��� I� 89 0
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STATE OF NORTH CAROLINA
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UNDER MY DIRECT
SUPERVISION AND THAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
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PROJECT MGR; DWO
CNEET;
14 Of 7 p

ACCEPTABLE FILL MATERIALS; STORMTECH MC -3500 CHAMBER SYSTEMS
PLEASE NOTE:
1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR 44 STONE WOULD STATE: "CLEAN, CRUSHED,
ANGULAR NO.4 (AASHTO M43) STONE".
2. STORMTECH COMPACTION REQUIREMENTS ARE MET FORA' LOCATION 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.
PERIMETER STONE
(SEE NOTE 6)
EXCAVATION WALL
(CAN BE SLOPED OR VERTICAL)
NOTES;
ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL
PAVEMENT LAYER (DESIGNED
BY SITE DESIGN ENGINEER)
'TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED
INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, 2411
INCREASE COVER TO 3o°hBQmml.
(600 mmMIN
12" 1300 mm) MIN I
"101011 911
3RADE SOILS (230 mm) MIN 77" (1950 mm)
(SEE NOTE 5)
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".
45"
(1140 mm)
DEPTH OF STONE TO BE DETERMINED
BY DESIGN ENGINEER 9" (230 mm) MIN
12" (300 mm) TYP
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 SOILIMATERIAL CAN BE PLACED IN LAYER'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER IC'
OR'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.
COVER PIPE CONNECTION TO END
CAP WITH ADS GEOSYNTHETICS 601T
NON -WOVEN GEOTEXTILE
SUMP DEPTH TBD BY
SITE DESIGN ENGINEER
(24" j600 mmj MIN RECOMMENDED)
24" (600 mm) HDPE ACCESS PIPE REQUIRED
USE FACTORY PRE -CORED END CAP
PART #: MC35001EPP24B
MC -3500 ISOLATOR ROW DETAIL
NTS
INSPECTION & MAINTENANCE
STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT
A. INSPECTION PORTS (IF PRESENT)
A.1. REMOVEIOPEN LID ON NYLOPLAST INLINE DRAIN
Al REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED
A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG
A.4. 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
B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW
B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE
1) MIRRORS ON POLES OR CAMERAS MAYBE USED TO AVOID A CONFINED SPACE ENTRY
ll) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE
B.3. 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.
N_
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.
OPTIONAL INSPECTION PORT
MC -3500 END CAP
TWO LAYERS OF ADS GEOSYNTHETICS 315WTM WOVEN
GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS
8.25'(2.51 m) MIN WIDE STRIPS
JOB NUMBER.
13017
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PLAN AND SPECIFICATION
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UNDER MY DIRECT
SUPERVISION AND THAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
AND SEAL.
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BCAE. 05
DATE: 50411 4
DRAWN BY: JCW
CMECKED BY; DWO
PROJECT MGR: DWO
CNEET:
6 0f 17
AASHTO MATERIAL
COMPACTION I 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 SOILIROCK MATERIALS, NATIVE SOILS, OR PER
PREPARE PER SITE DESIGN ENGINEER'S PLANS.
D
OF FLEXIBLE PAVEMENT OR UNPAVED FINISHED
ENGINEER'S PLANS. CHECK PLANS FOR PAVEMENT
NIA
PAVED INSTALLATIONS MAY HAVE STRINGENT
GRADE ABOVE. NOTE THAT PAVEMENT SUBBASE
SUBGRADE REQUIREMENTS.
MATERIAL AND PREPARATION REQUIREMENTS.
MAY BE PART OF THE'D' LAYER
AASHTO M145'
BEGIN COMPACTIONS AFTER 24" (600 mm) OF
INITIAL FILL: FILL MATERIAL FOR LAYER'C'
GRANULAR WELL -GRADED SQILIAGGREGATE 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 mm)
C
STONE ('B' LAYER) TO 24" 1600 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, 68,1,18, 8, 89,
DENSITY FOR PROCESSED AGGREGATE
9,10
MATERIALS.
EMBEDMENT STONE: FILL SURROUNDING THE
CLEAN, CRUSHED, ANGULAR STONE, NOMINAL SIZE
AASHTO M43'
NO COMPACTION REQUIRED. SEE SPECIAL
B
CHAMBERS FROM THE FOUNDATION STONE ('A'
LAYER) TO THE'C' LAYER ABOVE.
DISTRIBUTION BETWEEN 314.2 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 BETWEEN 314.2 INCH (20.50 mm)
3,4
SURFACE. 2'
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 44 STONE WOULD STATE: "CLEAN, CRUSHED,
ANGULAR NO.4 (AASHTO M43) STONE".
2. STORMTECH COMPACTION REQUIREMENTS ARE MET FORA' LOCATION 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.
PERIMETER STONE
(SEE NOTE 6)
EXCAVATION WALL
(CAN BE SLOPED OR VERTICAL)
NOTES;
ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL
PAVEMENT LAYER (DESIGNED
BY SITE DESIGN ENGINEER)
'TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVED
INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, 2411
INCREASE COVER TO 3o°hBQmml.
(600 mmMIN
12" 1300 mm) MIN I
"101011 911
3RADE SOILS (230 mm) MIN 77" (1950 mm)
(SEE NOTE 5)
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".
45"
(1140 mm)
DEPTH OF STONE TO BE DETERMINED
BY DESIGN ENGINEER 9" (230 mm) MIN
12" (300 mm) TYP
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 SOILIMATERIAL CAN BE PLACED IN LAYER'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER IC'
OR'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.
COVER PIPE CONNECTION TO END
CAP WITH ADS GEOSYNTHETICS 601T
NON -WOVEN GEOTEXTILE
SUMP DEPTH TBD BY
SITE DESIGN ENGINEER
(24" j600 mmj MIN RECOMMENDED)
24" (600 mm) HDPE ACCESS PIPE REQUIRED
USE FACTORY PRE -CORED END CAP
PART #: MC35001EPP24B
MC -3500 ISOLATOR ROW DETAIL
NTS
INSPECTION & MAINTENANCE
STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT
A. INSPECTION PORTS (IF PRESENT)
A.1. REMOVEIOPEN LID ON NYLOPLAST INLINE DRAIN
Al REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED
A.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOG
A.4. 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
B.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW
B.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE
1) MIRRORS ON POLES OR CAMERAS MAYBE USED TO AVOID A CONFINED SPACE ENTRY
ll) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE
B.3. 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.
N_
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.
OPTIONAL INSPECTION PORT
MC -3500 END CAP
TWO LAYERS OF ADS GEOSYNTHETICS 315WTM WOVEN
GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS
8.25'(2.51 m) MIN WIDE STRIPS
JOB NUMBER.
13017
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PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPERVISION AND THAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
AND SEAL.
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BCAE. 05
DATE: 50411 4
DRAWN BY: JCW
CMECKED BY; DWO
PROJECT MGR: DWO
CNEET:
6 0f 17

MANIFOLD STUB
MANIFOLDTRUNK
12" (300 mm) MII
STORMTECH
MC -SERIES END CAP INSERTION DETAIL
NTS
12" 1300 mm) MIN INSERTION
STORMTECH END CAP
NOTE; MANIFOLD STUB MUST BE LAID HORIZONTAL
FOR A PROPER FIT IN END CAP OPENING.
UNDERDRAIN DETAIL
NTS
STORMTECH
CHAMBER
L
FOUNDATION STONE
BENEATH CHAMBERS
ADS GEOSYNTHETICS 60
NON -WOVEN GEOTEXTII
L
A FOUNDATION STONE
BENEATH CHAMBER,'
A ADS GEOSYNTHETICS 601T
NON -WOVEN GEOTEXTILE
NUMBER AND SIZE OF UNDERDRAINS PER SITE DESIGN ENGINEER
4" (100 mm) TYP FOR SC -310 SYSTEMS
6" (150 mm) TYP FOR SC -740, DC -780, MC -3500 & MC -4500 SYSTEMS
MC -3500 TECHNICAL SPECIFICATION
NTS
VALLEY
STIFFENING RIB
CREST
STIFFENING RIB
r- UPPER JOINT CORRUGATION
BUILD ROW IN THIS DIRECTION 0
77.0"
(1956 mm)
CREST
WEB
LOWER JOINT
CORRUGATION
FOOT
71.0°
(1956 mm)
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 m')
MINIMUM INSTALLED STORAGE" 178.9 CUBIC FEET (5.06 m')
WEIGHT 135.0 lbs. (61.2 d
NOMINAL END CAP SPECIFICATIONS
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 m')
MINIMUM INSTALLED STORAGE" 46.0 CUBIC FEET (1.30 m')
WEIGHT 50.016s. (22.7 kg)
ASSUMES 12"1305 mm) STONE ABOVE, 9" (229 mm) STONE FOUNDATION AND BETWEEN CHAMBERS,
12" 1305 mm) STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY
STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"
STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"
PART #
STUB
B C
MC35001EPP06T
6"(150 mm)
33.21" (844 mm)
MC35001EPP06B
0.66" (17 mm)
MC35001EPP08T
8" (200 mm)
31.16" (791 mm)
MC35001EPP08B
0.81" (21 mm)
MC35001EPP10T
10 (250 mm)
29.04" (738 mm)
MC35001EPPIOB
0.93" (24 mm)
MC35001EPP12T
12 (300 mm)
26.36" (670 mm)
MC35001EPP12B
1.35" 134 mm)
MC35001EPP15T
15" (375 mm)
23.39" (594 mm)
MC35001EPP15B
1.50" 138 mm)
MC35001EPP18T
18 (450 mm)
20.03" (509 mm)
MC35001EPP18B
1.77" 145 mm)
MC35001EPP24T
24 (600 mm)
14.48" 1368 mm)
MC3500IEPP24B
2.06" (52 mm)
MC35001EPP30B
30" (750 mm)
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.
llililil]Llllnal w
PERVANENT FOCI ELEVATM: 878,5
BOTTOV OF VEGETATED SHELF ELEVAMN: 8'o':
VEGETAME SHELF
-.J= OF VEGETATED SHELF: 879,0
TOP Of FOREBAY:
881,0
SEDWENT CLEANOUT
BOTTOV ELEVATM:
874.5
URAP ITH ILTER FABK
d5O = 12"
SEDNENT CLEANOUT
BOT -0'd ELEVATM:
874.5
86.0" (2184 mm)
INSTALLED
90.0" (2286 mm)
ACTUAL LENGTH
22.5"
(571 mm) -
INSTALLED
25.7'
(653 mm)
BOTTOV OF POND
BOTTOV ELEVAMN:
873.5
TOP OF DAM N.5
10' /
MIN, RIPRAP
d50=12"
/ % / // � % �•.• r w�� �' n
18
MIN,
LEVEL LIP i\ GEOFABRIC UNDERLAY
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.
1 THE LEVEL UP 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.
EIEV' 880.5
ANCHOR BOLTS
TOP GF
STRUCTURE: 880,5
TOP OF
;R4,1 8K5
2'X3' PRECAST BOX WITH
2'X3' FRAME AND GRATE
4" PVC STUBBED
OUT INTO BOX
4" PVC
SCREW TYPE
PLUG
4" PVC IEE'
TEMPORARY poa ELEV.
M. 877.5
4" CAP W/
11/4" ORIFlCE
ESEµ 8785
1,00 CY, OF CONCRETE TO BE
ANCHORED TO B070M OF
OUTLET STRUCTURE
VEGETATED SHELF - HATCHED +++++
+ 4 +
APPROXIMATELY 4000 SQUARE FEET AT ELEV, 8780
1000 PLANTS REQUIRED - 50 PER 200 SF 0 24-36" OC IN RANDOM, MERGING GROUPS
1025 PLANTS SHOWN
PLANT
QTY
MATER AL LIST
PLANT NAME
SIZE / NOTE
LOCATION ON SHELF
100
PONTEDARIA CORDATA
4" POT
PLACE AT LOWER ELEVATION
PICKERELWEED
GROUPS OF 20
100
PELTANDRA VIRGINICA
DP50 PLUG
PLACE AT LOWER ELEVATION
ARROW ARUM
GROUPS OF 10-20
400
JUNCOS EFFUSUS
DP50 PLUG
SCATTER THROUGHOUT
COMMON SOFT RUSH
GROUPS OF 15-25
400
CARER STRICTA
2.5" CAL B&B
PLACE AT UPPER ELEVATION
TUSSOCK SEDGE
RANDOM
25
EUPATORIUM PURPUREUM
1 GALLON CONTAINER
SCATTER ALONG EL 2135 AS SHOWN
JOE-PYE WEED
AS SHOWN
MULCH ENTIRE VEGETATED SHELF WITH 2-3" SHREDDED HARDWOOD BARK
NVERT:875,0
1C' VEGETATNE
FUER S7P
UNED MTH
NAG SC250
LEVEL SPREADER -SEE
DENL ON THIS SHEET
JOB NUMBER;
13017
Q
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PLAN AND SPECIFICATION
WAS PREPARED BY ME OR
UNDER MY DIRECT
SUPERVISION AND THAT I AM
A DULY REGISTERED
ARCHITECT OR ENGINEER
UNDER THE LAWS OF THE
STATE OF NORTH CAROLINA
AS SIGNIFIED BY MY HAND
AND SEAL.
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DATE; 091R 14
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