WQ0040375_Site Plans/Maps_20181015

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80 LF 18" CPP
INV 1N=112.90
INV OUT=112.75:
SLOPE 0 0.25%.
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3 'x 6 0'
OFFICE
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SWALE ® 1.80% \
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_ SWALE=104.80CT
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SWALE=100.00
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PAD ELEV=105.30
PAD ELEV=105.30
125.00'
SHOP
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DISPATCH OFFICE
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INV IN=103.0Q
INV OUT=102.95
SLOPE 0 0,25%
1 VLL I�L/`\1VV
f 11=1 3.0
t]rINV OUT=98.50
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4" DRAIN TILE
INvP,89.00
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EARTHWORK CALCULATION DATA
METHOD USED: TIIN
CUT FILL
SHOP BUILDING PAD 840 1440
WASH BAY BUILDING PAD D 330
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1. ALL QUANTITIES ARE IN CUBIC YARDS, AND
FILL VOLUMES HAVE BEEN ADJUSTED BY 15X
2. NO TOPSOIL IS ACCOUNTED FOR IN THESE
VOLUMES.
3. FINISHED GRADE BACKFILL INCLUDES MATERIAL
USED TO CREATE PROPER DRAINAGE, WALKWAY
ELEVATIONS. AND FEEDPAD GRADES AFTER
FOUNDATION WORK IS COMPLETE.
30 15 0 30
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SCALE: 1 INCH=30 FEET
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SHOP GRADING

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WALE=100.00
4" DRAIN TILE �
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INV. 8" PIPE
ELEV=99.65
8" PIPE @ 0.507.
10' WIDE SPILLWAY
ELEV=98.60
OIL/WATER SEPARATOR
TOP ELEV=102.70
INV IN=99.50
INV OUT=99.50
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SLOW PROFILE
SOLID SEr
SPRINKLER
WASH
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LEYE1.99-20
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SEPSPILLWAY
PE7OIAN
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30
6' PIPE
jPMUARY
\
3cTi1[r4T1DN
PIPE
LKXAD
ELEV-87-20
ELEV-87.10
LI VF1-139.20
mozzilimc�i
2+00 3+QU 4+UU )+W 6+LKJ /+UfJ t$+f]U
S t a tio n
9+00 TU+CMU TT+QO 12+00
HORIZONTAL: 1 "=100'
VER11CAL: 1 "=10'
20
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13+ 00 13+50
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30 15 0 30
SCALE: 1 INCH=30 FEET
INSIDE TOP OF DIKE.
STAKING POINT
TOP ELEV = +0.2D'
[24
40 MIL HDPE LINER
ENSURE C"
•: #:_ i.1; '7 r' •••'4- .r �. COMPACTION WEN
_,' ' - r 't' :-' c i_` ? ^ • ti BACKFILLIN(, ANCHOR
`'~ :,�•- ,';` Sol ~ =art•-:';�: TRENCH
t'-.�_ • Y
LINER DIKE CROSS SE 11ON
5torane Basin Volumes
TOP OF DIKE ELEV
EXISTING GRADE
STRIP TOPSOIL BEFORE
PLACING FILL FOR DIKE
NOTES:
1- COMPACT FILL FOR DIKE TO A MINIMUM OF 95%
STANDARD PROCTOR MA)aMUM DRY DENSITY-
2- EXCAVATION. BACIKFILL AND COMPACTION
OF ANCHOR TRENCH BY CONTRACTOR.
3. PLACE LENT OF HOPE LINER BY aTmms.
4. THE SUEhWADE TO BE LINED SHALL BE
PREPARED TO BE SMOOTH AND FREE OF
ALL ROCKS, STONES, STICKS. ROOTS, SHARP O&ECTS,
OR OTHER DEBRIS. IT IS IMPERATIVE THAT
THE SUSGRADE BE COMPLETELY DRY AND
PROPERLY COMPACTED SO AS TO PROVIDE A FIRM
AND UNYIELDING BASF WTHOUT SUDDEN. SHARP.
OR ABRUPT CHANGES OR BREAKS IN GRADE
Freeboard
1st Stage
Permanent Storage
2nd Stage
Temporary Storage
2n€I Stage
Permanent Storage
Top Berm Width (ft)
234
Tap Berm Len th (ft)
117
Max- Liq Width (ft)
214
107
107
47
Max. Liq Length (ft)
105
105
105
45
Bottom Width (ft)
35
47
35
Bottom Length (ft)
Side Slope
33
3
45
3
33
3
3
Lift. Depth (ft)
12
10
2
freeboard (ft)
2
Max, Liquid Volume (ft3)
50,640
63,972
60,750
2,222
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'Baffle Wall Grouted In Pb" I
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By Contractor in F19Id II•^
Plan View
24'0 Gast Iran
R" S Covers Brougt9
TD Grade By CKntmeby k Outlet Tee Supplied d
h,stslk'd By CGultratlof
8•0 Boor
-
1.0 butyl Rubber
Sealant In Ipurt
' 4'0 Pv�c T66
_ BYCPC
•
24' ...
Litterj
Section View
GENERAL NOTE$--
1—PRECAST SPECIFICATIONS OWORM TO LA4'ST ASTM C-913
SPEC FOR-REWORC'ED DDNCRETE WASTE WATER STRUCTURE-.
2-CONCRETE COMPRESSIVE STRENGTH 4000 PSI WNIMUM.
3-STEEL REINFORCING CONFORMS TO LATEST AO-318 SPECS.
FOR REINrORCED CONCRETEL
4—REINFORCEMENT-- H-20-44 LOADING.
5—SECTION JOINTS TO BE SEALED 9ATH 1' BUTYL RtIBBER
BY CONTRACTCR. —
55` 4,•4'
I er
9-
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CPP80OGT - 4'-0" x 61-01' -
[3CP&P 800 GALLON GREASE INTERCEPTOR
452 Webb Road
Cw0e . p" a p,entl, LLC 1 eOD,9ftwe Dunn, North Corolinn 28334
IL0364 TTe0an Rod I AsNiand, VAL2300S (WO) 892-6411 FAX (910) B92-4894 W9b S:t@: WWW,CCPCretepandO.COM
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LAGOON GRADING

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100,
REEL PULLS
100' RESIDENCE SETBACK
_ (SEE SIGNED WAIVER)
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'4 RESIDENCE
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75' PROPERTY LINE SETBACK
(SEE SIGNED WAIVER)
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AND 100 SETBACK
SCALE: 1 INCH=100 FEET
LEGEND
.. � I PROPERTY LINE
'e — CS COMPLIANCE BOUNDARY
R$ --- RB -- REVIEW BOUNDARY
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AG PROTEIN
SITE MAP