HomeMy WebLinkAboutOWTS Design Layoutfie
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CONCR£TJ.
"'-.. SEPTIC TA
"'-.. W\TRAFRrt
"'-.. RATED LltP ~ SLAB I
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{OWTS) DESIGN LAYOUT PLAN
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_..,... -
, Atllar ~ Oap -a-No. SllU
SU. ~r!:
sin. = 1100.6 '
'2-<o
"'o~
N
'
FEET 40 O 40 FEE T
111111 1 1111 I
GRAPHIC SCALE
1 inch = 40 ft.
CONTOUR INTERVAL :::: 5 FEET
NOT£S:
1. CONSTRUCTION ANO INSTALLATION OF (OWTS) SHALL
8£ IN ACCOROANC£ WITH GARAELO COUNTY
STANDARDS ANO SPEC/RCA noNS /( RULES
ANO REGULA llONS.
2 . S£C TYPICAL 0£TAILS ON SH££TS 2 THROUGH 4.
J. CON TRACTOR SHALL CONTACT ENGINEER PRIOR TO
CONSTRUCT/ON FOR SYSTEM LA YOUT LOCATION.
(OWTS) DESIGN
LOT 25 STIRLING RANCH SUBDIVIS ION
GARFIELD COUNTY, COLORADO
APRIL 14. 2016
SHEET 1 OF 4
PINNACLE JJESIGN CONSUL TING GROUP, INC
CONSll. TING CNGINCERS • 0805 BUCK POINT RlJAlJ
CARBONDALE1 CO 81623 e <970) 963-2170
TYPICAL GRAVELLESS CHAMBER PLAN, SECTIONS, AND DESIGN CALCULATIONS ~
TO D/STRIBU710N BOX
2X GRADE MIN.
DESIGN CRITERIA: /NFIL TRA TOR WITH ACCESS
ENO PLATE\ ' AT GRADE 1. HOUSE SIZE -{4} BEDROOMS
2. DESIGN LOADING -525 GPO
3. Ai.£RAGE PERCOLATION RATE -37 MP/ OR LT (LTAR) = 0.5
4. MINIMUM ABSORP710N AREA R£0UIR£D FOR GRAV£U£SS CHAMBERS = (525 GPO /0.5 CPO/SF) X (1.0 FOR TRENCHES) X 0.85(CHAMB£RS}
= 892.5 SF
u NOTE: FULL CREDIT FOR CHAMBERS WAS NOT REALIZED OU£ TO ROCKY SOILS.
S. 892.5 SF/(12 SF/CHAMBER)= 75 (OU/CK 4 INFILTRATOR CHAMBERS J' X 4)
(# CHAMBERS/ 5 TRENCHES) = (75 CHAMBERS/S TRENCHES)
= 15 CHAMBERS/TRENCH IN 5 ROWS
(PROIAOE MIN. 6' S£PARATJON BETWEEN EDGE OF TRENCHES)
6. USE 1,250 CAL SEPTTC TANK PER GARFIELD COUNTY
REGULAl10NS FOR A FOUR (4) BEDROOM HOUSE
~ ~ . ...,..
/NSP£Cl10N
PORT AT
BOTH ENOS
OF TRENCH
6' MIN
6' MIN
I 6 0' I ~ 15 CHAMBERS PER TRENCH .-
PLACE PIPES IN
TOP PORT OF
CHAMBER
A T END PLATES
4' DIA SOR-35 P~
PIP£ (TYP.)
LIMIT
TYPICAL PLAN V7EW -INFIL TRA TION TRENCHES
SCARIFY
BOTTOM
OF TRENCH
GRA VELLESS 'OU/CK-4'
CHAMBER ( 4'X3')
OF EXCAVATION
TYPICAL SEC710N -INFIL TRA TOR TRENCHES SLIP-ON PVC CAP
DON'T GLUE
SLIP-ON PVC CAP
OON'TGLUE ~
4" OIA. SOR-.JS
SEWER PIPE
N.lS.
AN!SH£0 GRAD£ INSULA TEO
=•=1= /COPPER
/ TRACER WIRE
'---II ;9 I""'"*
.f." DIA. SOR-35
INSPECTION PIPE
FILTER MEDIA
N. T.S
ROUND ~ /RR/GA llON
VAL 1€ COVF:R
~ ilJimjP 'NISHED CRADE
(4) 1/4" HOLES DRILLED INTO
SIDE OF PIPE FOR VENTILA TJON
BELOW SLIP-ON PVC CAP
~~'*'
(OWTS) DESIGN
LOT 25 STIRLING RANCH SUBDIVISION
GARFIELD COUNTY, COLORADO
APRIL 14. 2016
SHEET 2 OF 4
TO SEPllC TANK TO HOUSE INSP£CnON PORT DETAIL PINNACLE DESIGN CONSUL TING GROUP, INC.
CLFANOUT DETAIL
N. r.s.
N.lS.
CONSUL TING ENGIN££RS e 0805 BOCK POINT ROAD
CAl?BONJJAL£ CO 81623 • <970> 963-2170
SEPTIC TANK DETAIL
FIBERGLASS CASKETED LID WITH
S TA!NLESS STEEL BOLTS
OR SEALED CONCRETE LIDS
SLOPE GROUND
A WA Y FROM RISERS
PVC RISER WITH GROMMETS
(BOND TO TANK ADAPTER WITH
RECOMMENDED ADHES!VF}
OR CONCRETE RISER WITH
f ~ RUBBER-NEK
"'' 11mw.•rn;:;:!11 q "' ~ ~
INLET TEE
EFFLUENT FROM 4" PVC
SEVER SERVICE@ -2% GRADE
MIN. L!OUID LEVEL ~
t'
TANK ADAPTER (CAST OR BOLTED)
EFFLUENT DISCHARGE @ -2% GRADE
NOTE:
4" ORENCO BIOTUBE EFFLUENT
FILTER OR APPROVED EQUAL
A SEPARATE (OPTIONAL)
HIGH WA T£R ALARM MA Y
BE INSTALLED ALONG
WITH AN ALARM PANEL
AS PART OF THE INSTALLATION
(OWTS) DESIGN
LOT 25 STIRLING RANCH SUBDIVISION
GARFIELD COUNTY, COLORADO
1,250 GAL. BAFFLED SEPTIC TANK APRIL 14. 2016
SHEET 4 OF 4
N. T.S. PINNACLE DESIGN CONSUL TING GROUP, INC
CaNSUl. TING £NGJNE:ERS • 0805 BUCK POINT ROAD
CARBON/JAL£, CO 81623 e <970J 963-2170
DISTRIBUTION BASIN DETAIL
-
PIPE TO FIELD ~ ~
PIPE TO FIELD ...
-i.....
~
OUTLET
NOT USED ._ __
CONCRETE
DISTRIBUTION
BOX
• I I I I
~ , ,
--~--r-I I
.. LJ
I I ---=-__l_I .
BAFFLE AT
INLET END
INLET
' ALLOW ACCESS FROM ~ FINISHED GRADE
U? TH CONCRETE OR
FIBERGLASS RISER
AND COVER
PLAN VIEW -DISTRIBUTION BOX PIPING
N. T.S. (OWTS) DESIGN
LOT 25 STIRLING RANCH SUBDIVISION
GARFIELD COUNTY, COLORADO
APRIL 14, 2016
SHEET 3 OF 4
PINNACLE DESIGN CONSUL TING GROUP, INC.
CONStA. TING £NGIN£ERS • OBOS BUCK POINT ROAD
CARBONDALE. ca 81623 • (970) 963-ZJlO
ru
Nlfl'.fB''4-.,,.-
l.5.,R'
/
o'o --:2~0CA ~ ·.
CONCREn
'-..,, SEPTIC TA
'-..,, W\TRAFRG
'-..,, RA TED LltP ~ SLAB I
~~ . "<~ \) ~+ ':)
'V
""" "' "' """ """ '--
(OWTS) DESIGN LA YOUT PLAN
/1'~
........--
'\
,
10,00· Eu#marif\AT flf4t /
/
./ Af.
//~~
( .. ~1'}gr ~Olp
S~ Na. SllU BmclullArt
EWv. = 'Jt00.6' •
~b
\,,.OJ(,.
N
l
FEET 40 O 40 FEET
1 1 111111111 I
GRAPHIC SCALE
1 inch = 40 ft.
CONTOUR INTERVAL = S FEET
NOTES:
1. CONSTRUCTlON AND INSTALLA TlON OF (OWTS) SHALL
BE IN ACCORDANCE ffof TH GARFIELD COUNTY
STANDARDS ANO SPEC/RCA TIONS ct RULES
AND REGULATIONS.
2. SEE TYPICAL DETAILS ON SHEETS 2 THROUGH 4.
J. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO
CONSTRUCTION FOR SYSTEM LAYOUT LOCATION.
(OWTS) DESIGN
LOT 25 STIRLING RANCH SUBDIVISION
GARFIELD COUNTY, COLORADO
APRIL 14, 2016
SHEET 1 OF 4
PINNACLE DESIGN CONSUL TING GROUP, INC.
CONSlA.. TING £NGINfEJ?S • 0805 BUCK POINT ROAD
CARBONDALE~ CO 81623 • <970> 963-2170
TYPICAL GRAVELLESS CHAMBER PLAN, SECTIONS, AND DESIGN CALCULATIONS ~
TO OISTRIBU"flON BOX
2X CRAD£ MIN.
DESIGN CRITERIA: /NF/l TRA TOR Ptfn-1 ACCESS
ENO PLATE\ . ATGRA0£ 1. HOUSE SIZE -(4) BEDROOMS
2. DESIGN LOADING -525 GPO
3. A llFRAGE PERCOLA nON RA 'TE -37 MP/ OR l1 (l TAR) = 0.5
4. MINIMUM ABSORPTTON AREA R£0UIR£D FOR GRA V£U£SS CHAMBERS
= (525 CPD /0.5 CPD/SF) X (1.0 FOR TRENCHES) X 0.85(CHAMB£RS} = 892.5 SF
o NOTE: FULL CREDIT FOR CHAMBERS WAS NOT REALIZED DUE TO ROCKY SOILS.
5. 892.S SF/(12 SF/CHAMBER) = 75 (OU/CK 4 INFILTRATOR CHAMBERS .J' X 4'}
(, CHAMBERS/ 5 TRENCHES) = (75 CHAMBERS/5 TRENCHES)
= 1 S CHAMBERS/TRENCH IN 5 ROWS
{PROV/OE MIN. 6' SEPARATlON BE~EN EDGE OF TRENCHES)
6. USE 1,250 GAL. SEP71C TANK PER GARFIELD COUNTY
REGULA710NS FOR A FOUR (4) BEDROOM HOUSE
~ ~ -"11-
......_ ___ ., 'v 6' MIN. ., , ,,_.....,. __ _...
; ..._ ----I
LIMIT
/NSPEC710N
PORT AT
BOTH ENOS
OF TRENCH
SCARIFY
BOTTOM OF £XCA VA TION
OF TRENCH
GRA llFLLESS 'OUICK-4'
CHAMBER (4'XJ')
6 ' MIN
6' MIN
I 60 • I
... 15 CHAMBERS PER TRENCH .,
PLACE PIPES IN
TOP PORT OF
CHAMBER
AT ENO PLATES
I .f.' DIA S :/PIP£ (;:,5-Js PVC
TYPICAL PLAN WEW -INFIL TRA TION TRENCHES
~l\'5:· N. T.S.
TYPICAL SECnON -INFILTRATOR TRENCHES
SLIP-ON PVC CAP ROUND
Im /RR/GA TION
VAL~ CO!.£R
SLIP-ON PVC CAP
OON'TGLU£ ~
4., DIA . SDR-J5
SEWER PIPE
TO SEP llC TANK
N.T.S.
ANISHFD GRADE INSULATED
™ /COPPER
/ TRACER WIRE
TO HOUSE
CLEANOUT DETAIL
N. T.S.
DON'T GLUE
e:s1a1k: i 1atm
'NISHEO GRADE
(.f.) 1/4w HOLES DRILLED INTO
SIDE OF PIP£ FOR llFNTllA 710N
BELOW SLIP-ON Piie CAP
( OWTS) DESIGN
LOT 25 STIRLING RANCH SUBDIVISION
GARFIELD COUNTY. COLORADO
APRIL 14. 2016
SHEET 2 OF 4
INSPECnON PORT DETAIL
PINNACLE IJESIGN CONSUL TING GROUP, INC.
N. r.s.
CONSUL TING ENGINEERS • 0805 BUCK POINT ROAD
CARBllNDAL.£, CO 81623 • (970) 963-2170
EFFLUENT FROM 4" PVC
SEVER SERVICE @ -2% GRADE
MIN.
SEPTIC TANK DETAIL
FIBERGLASS GASKETED LID WITH
STAINLESS STEEL BOLTS
OR SEALED CONCRETE LIDS
SLOPE GROUND
A WA Y FROM RISERS
PVC RISER WITH GROMMETS
(BOND TO TANK ADAPTER WITH
RECOMMENDED ADHESIVF)
OR CONCRETE RISER WITH
~ , ~ RUBBER-NEK
o m: I &;;;ti Q II \I f k' ~ y
LIOU!D LEVEL
_LI, ,I I J 1,--., !< ,I
2"
TANK ADAPTER (CAST OR BOLTED)
EFFLUENT DISCHARGE @ -2% GRADE
NOTE:
4" ORENCO BIO TUBE EFFLUENT
FILTER OR APPROVED EQUAL
A SEPARATE (OPTIONAL)
HIGH WATER ALARM MA Y
BE INSTALLED ALONG
WI TH AN ALARM PANEL
AS PART OF THE INSTALLATION
{OWTS) DESIGN
LOT 25 S11RLING RANCH SUBDIVISION
GARFIELD COUNTY, COLORADO
APRIL 14, 2016
SHEET 4 OF 4 1,250 GAL. BAFFLED SEPTIC TANK
N. T.S. PINNACLE DESIGN CONSUL TING GROUP, INC,
CONSLA.. TING £NGIN£ERS • 0805 BUCK POJNT ROAD
CARBONDALE, CO 81623 e (970) 963-2110
DISTRIBUTION BASIN DETAIL
..
~ c. I I I
PIPE TO FIELD / 11 6J ~
PIPE TO FIELD
I ! f......
<.':)
<:
I I
CONCRETE
OUTLET ~--~ DISTRIBUTION
NOT USED --BOX
I I I I
~ '1
I I
•
-"---l I -LJ
I I ---_LI .
~
I 7
I I# I
BAFFLE AT r INLET END
1\
I
INLET \ __
' ALLOW ACCESS FROM ~ FINISHED GRADE
U1 TH CONCRETE OR
FIBERGLASS RISER
AND COVER
PLAN VIEW -DISTRIBUTION BOX PIPING
N. T.S. {OWTS) DESIGN
LOT 25 STIRLING RANCH SUBDIVISION
GARFIELD COUNTY, COLORADO
APRIL 14, 2016
SHEET 3 OF 4
PINNACLE DESIGN CONSUL TING GROUP, INC.
CONSUL TING ENGINEERS • 0805 BUCK POINT ROAD
CARBONDALE. CO 81623 • (970> 963-2170