2013-08-19_REVISION - M1990057

• Permit No: M1990057
• IBM Index Class Name: REVISION
• Doc Date: 8/19/2013
• Doc Name: ADEQUACY REVIEW NO. 2: RESPONSE TO ALL QUERIES
• From: OPERATOR
• To: DRMS
• Type & Sequence: TR4
• Email Name: MAC
• Media Type: D
• Archive: No

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METAL MILL
BUILDING
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BLHLJDP
SEPTIC�IANI(�
NEIIII
EMERSEZIC( SPIL2WAY \ \ \
1 I CPPE ENV -99888 7D 1OCi'
+� ti 9s \ __0
CREST ELEV. 9725 + \ \ \
\ SCALE \
30' 0
CONTOUR INTERVAL T'.
GOL LINER (BENTOUT DN, OR APPROVED
EQUAL) TO BE INSTALLED BY OWNER
APPROVED LINER INSTALLATION SPECIALIST
AND AT SALE TIE AS 45 MIL
POLYPROPYLENE AND TEXDRAIN 30D -DSB
(OR APPROVED EQUAL) LINERS
SUB BASE COMPACTED TO 9511
STANDARD PROCTOR, +/- 2X
OPTIMUM MCISTLW-
TEXDRAN 300 -DS5 (OR APPROVED
EQUAL) TO BE INSTALLED BY
DOER OVfD LINER INSTALLATION
SPECIALIST AND AT SAYE TIME AS 45 MIL
POL"ORMENE AND GQ LINERS
1_ SURGRADE SURFACES CONSISTING OF GRAN" SOILS OR
GRAVEL. ARE NOT ACCEPTABLE DUE TO 11HEIR URGE VOID
FRACTION AND PUNCTURE POTENTIAL
2 SIBGRADE SURFACE SHALL BE SA007H AND FREE OF
VEGETATION, 9fARP -EDGED ROCKS, STONES• STCXS.
CONSTRUCTION DEBRIS AND OTHER F0004 MATTER THAT COULD
CONTACT THE SOL TIRE S1BG ADE TO BE Rolm NTH A
SMOOTH -DRUM COMPACTOR TO REMOVE ANY WHEEL RUTS, FOOT
PANTS, OR OTHER ABRUPT GRADE CHANGES.
3. AL PROTRUSIONS EOENDING MORE THAN 1/2' FROM SJBORADE
SHALL BE REMOVED, =O' OR PUSHED INTO SU&RADE WITH
A SMOOTH -DRUM COMPACTOR.
FINISHED SURFACE SHALL BE
FIRM AND UNYIEIDINC. WTHOUT
ABRUPT ELEVAT.. •OHAKGES.
VOWS, LUCKS ICE OR
STANDING WATER.
UNDISTURBED AREA
BkMION CHANNEL \
NOTES
1. MNT BETWEEN SUMP BARREL TOP AND AROUND PIPE INTO SUMP SHALL
7 BE WATERTIGHT.
� 2. ALL CONCRETE WORK SHALL COMPLY WITH LATEST Atl -318
SPECIFICATIONS.
j 3. ALL EXPOSED BARE CONCRETE SURFACES ON INSIDE AND OUTSIDE OF
SUMP TO BE COATED WITH 2 APPLICATIONS OF SPRAY ON POLYUREA
COATING.
Ibis document was prepared by me or under my direst superviwan and the information
presented is true and CXarect to the best of my knowledge and belief
p0. RAE
ToO C
Kenneth W_ CuLfIDell VI
Colorado PH, PLS 25620
MCIP�-
4' C-90D PVC
PIPE INTO SUMP '
PIPE PENETRATION CASKET
PLACED M CORE TO
ACCEPT PPE KOR -N -SEAL.
A-LOK, OR EQUAL
PRE -CAST /
M —_ �ANHOLE TOP /� /
n
&IT
1
i f\ PRE -UST MANHOLE BASE AND
_E \ ZO MONOU HIC A SECTION CAST
YOHT- AS1I- ON
N 1 ` •u
B 5. / B
om LINER 2 FEET OF BOTTOM
l 2 FEET OF PIPE O SUMP
2' TRANS1nON FOR 7E1Q7RAN/ JOO -D56 (OR ` I / / 12• WIDE STRIP OF TEMMAM
APPROVED EQUAL) FROM mil- EQUAL) B AC APPROVED
TOP OF COL. ro SUMP ( EQUAL) PLACED Nro YANHOE
soTs
(TYP OF 4)
PLAN VIEW
SCALE: 1'.Y
JOINT SEALANT BETWEEN TOP
AND BARREL, RUBBERNECK OR r46 MIL POLIPROPY11M LINER
APPROVED EQUAL
TEXORAN _3DO -DS6 (OR -I' MATERIAL LAYER TO BE
iE]OTRAIN 300 -DS6 (OR APPROVED EQUAL) ' COMPACTED IN d LBWS
APPROVED EQUAL) ( LAYER PER PROJECT SPEpFICAnONS
2 12' TOTAL IDFrTH
r-Kxi LAYER 11 -
-1• MATERIAL LAVER TO BE
COMPACTED IN B• LIFTS
PER IiRQfCT SPEpPICAnONs
24' TOTAL DEPni
Y TRANSITION FOR (•.— 20'
TDORAIN 300 -DSO (OR
APPROVED EQUAI�)ANFND
GC1 FTi011 TOP SUTNf•A(E
OF TSF TO SUMP
FILL SUMP WITH /
2• TO 3' CLEAN. ROUND
RrV R ROCK
2
\ 12' \^
\ I 4' C-DOG PVC
PIPE INTO SUMP
4ID•
PIPE PENEIRATIOH 1
PLACED N CORE -TO
ACCEPT PPE- KOR-
A -WK OR EQUAL.
I'< 12' 125' i1 -�-
I _� J 24'
4.0' CPA ----
8• '.•ae
1.0' ; W -10' —
SECTION B —B
SCALE 1'.Y
EXTEND TExnRAJN 300 --DW
(OR APPROVED EQUAL)
127 DOWN INSDE WALL OF
I SUMP (TTP FOR 4)
I ; 12A-
"•l 12'
'1, 11T r
J.�
ar aT _ •.
12-
12'
{---E�
PLACE 4' -WIDE t7LLFUL.AA
1 f
BENIONITE uVFA
111
- VERTICALLY BETWEEN GOL
L 4.
I
AND STRUCTURE EXTEND �.
12 BELOW BOTTOM OF
GCL 1ERMNUS
- B' PIPE
PEN&TRATION
ANGLED
45 MIL POLYPROPYLENE UNER TO BE
' FROM VERTICA
_ L
.. -- _ -.. -_ ELLY- 9688.7
INSTALLED BY OWNER APPROVED
LINER INSTALLATION SPECIALIST AND
AT SAME TIME AS TEWMAIN 3OG -DS6
(OR APPROVED EQUAL) AND DO-
LINERS
TEXDRAN 300 -DS5 (OR APPROVED
EQUAL) TO BE INSTALLED BY
DOER OVfD LINER INSTALLATION
SPECIALIST AND AT SAYE TIME AS 45 MIL
POL"ORMENE AND GQ LINERS
1_ SURGRADE SURFACES CONSISTING OF GRAN" SOILS OR
GRAVEL. ARE NOT ACCEPTABLE DUE TO 11HEIR URGE VOID
FRACTION AND PUNCTURE POTENTIAL
2 SIBGRADE SURFACE SHALL BE SA007H AND FREE OF
VEGETATION, 9fARP -EDGED ROCKS, STONES• STCXS.
CONSTRUCTION DEBRIS AND OTHER F0004 MATTER THAT COULD
CONTACT THE SOL TIRE S1BG ADE TO BE Rolm NTH A
SMOOTH -DRUM COMPACTOR TO REMOVE ANY WHEEL RUTS, FOOT
PANTS, OR OTHER ABRUPT GRADE CHANGES.
3. AL PROTRUSIONS EOENDING MORE THAN 1/2' FROM SJBORADE
SHALL BE REMOVED, =O' OR PUSHED INTO SU&RADE WITH
A SMOOTH -DRUM COMPACTOR.
FINISHED SURFACE SHALL BE
FIRM AND UNYIEIDINC. WTHOUT
ABRUPT ELEVAT.. •OHAKGES.
VOWS, LUCKS ICE OR
STANDING WATER.
UNDISTURBED AREA
BkMION CHANNEL \
NOTES
1. MNT BETWEEN SUMP BARREL TOP AND AROUND PIPE INTO SUMP SHALL
7 BE WATERTIGHT.
� 2. ALL CONCRETE WORK SHALL COMPLY WITH LATEST Atl -318
SPECIFICATIONS.
j 3. ALL EXPOSED BARE CONCRETE SURFACES ON INSIDE AND OUTSIDE OF
SUMP TO BE COATED WITH 2 APPLICATIONS OF SPRAY ON POLYUREA
COATING.
Ibis document was prepared by me or under my direst superviwan and the information
presented is true and CXarect to the best of my knowledge and belief
p0. RAE
ToO C
Kenneth W_ CuLfIDell VI
Colorado PH, PLS 25620
MCIP�-
4' C-90D PVC
PIPE INTO SUMP '
PIPE PENETRATION CASKET
PLACED M CORE TO
ACCEPT PPE KOR -N -SEAL.
A-LOK, OR EQUAL
PRE -CAST /
M —_ �ANHOLE TOP /� /
n
&IT
1
i f\ PRE -UST MANHOLE BASE AND
_E \ ZO MONOU HIC A SECTION CAST
YOHT- AS1I- ON
N 1 ` •u
B 5. / B
om LINER 2 FEET OF BOTTOM
l 2 FEET OF PIPE O SUMP
2' TRANS1nON FOR 7E1Q7RAN/ JOO -D56 (OR ` I / / 12• WIDE STRIP OF TEMMAM
APPROVED EQUAL) FROM mil- EQUAL) B AC APPROVED
TOP OF COL. ro SUMP ( EQUAL) PLACED Nro YANHOE
soTs
(TYP OF 4)
PLAN VIEW
SCALE: 1'.Y
JOINT SEALANT BETWEEN TOP
AND BARREL, RUBBERNECK OR r46 MIL POLIPROPY11M LINER
APPROVED EQUAL
TEXORAN _3DO -DS6 (OR -I' MATERIAL LAYER TO BE
iE]OTRAIN 300 -DS6 (OR APPROVED EQUAL) ' COMPACTED IN d LBWS
APPROVED EQUAL) ( LAYER PER PROJECT SPEpFICAnONS
2 12' TOTAL IDFrTH
r-Kxi LAYER 11 -
-1• MATERIAL LAVER TO BE
COMPACTED IN B• LIFTS
PER IiRQfCT SPEpPICAnONs
24' TOTAL DEPni
Y TRANSITION FOR (•.— 20'
TDORAIN 300 -DSO (OR
APPROVED EQUAI�)ANFND
GC1 FTi011 TOP SUTNf•A(E
OF TSF TO SUMP
FILL SUMP WITH /
2• TO 3' CLEAN. ROUND
RrV R ROCK
2
\ 12' \^
\ I 4' C-DOG PVC
PIPE INTO SUMP
4ID•
PIPE PENEIRATIOH 1
PLACED N CORE -TO
ACCEPT PPE- KOR-
A -WK OR EQUAL.
I'< 12' 125' i1 -�-
I _� J 24'
4.0' CPA ----
8• '.•ae
1.0' ; W -10' —
SECTION B —B
SCALE 1'.Y
EXTEND TExnRAJN 300 --DW
(OR APPROVED EQUAL)
127 DOWN INSDE WALL OF
I SUMP (TTP FOR 4)
I ; 12A-
"•l 12'
'1, 11T r
J.�
ar aT _ •.
12-
12'
{---E�
PLACE 4' -WIDE t7LLFUL.AA
1 f
BENIONITE uVFA
111
- VERTICALLY BETWEEN GOL
L 4.
I
AND STRUCTURE EXTEND �.
12 BELOW BOTTOM OF
GCL 1ERMNUS
- B' PIPE
PEN&TRATION
ANGLED
DOWN AT 11T
' FROM VERTICA
_ L
.. -- _ -.. -_ ELLY- 9688.7
COMPACTED
1-E 3/4' SCREENED RDIK
1-O' r
12Y WIDE X 1• DEEP CHANNEL.
CAST INTO TOP OF BARREL SECTION
FOR TEXDRNN 3OG - -DS6 (OR
APPROVED EQUAL} (TYP -4 PLACES)
- PRECAST FIAT TOP
WITH NG LIP
PLACE 4• -WIDE GRANULAR
BERTOUTE LAYER N]RTICALLY
BETWEEN OC- AND STRUCTURE
END tY
EXTEND BELOW BOTTOM
OF OCL TERMINUS
PRECAST REINFORCED CD40 M
MANHOLE BARREL PER ASTM -0478
PERFORATE BOTTOM
2 FIST OF PIPE N SUMP
PRE -CAST MANHOLE BASE MID
FIRST BARREL SECTION CAST
MONOLITHIC ASTM -C478
= 1,1•;. . ICI 11 f
1•►