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1 / / / / l / l l / { / / l � l / 1 ! l � � 25' BUILDING ENVELOPE E ` (t ' " ` �`' j `> r
o� - CO i D 102
S�E �\ I ,. ` 10' UTILITY EASEMENT - '
it �
239120300209
ROUND 239110
940201
1000 GALLONS, THREE COMPARTMENTS / // - ` ELEVATION AT / I I W � - ` / 239130100216 )
CONCRETE SEPTIC TANK WITH EFFLUENT / / / _ RISER = 7047 / / / / / { / J J_ I J I I v
FILTER AND ORENCO PUMP ASSEMBLY BY / / / _ - ! ; �� T_ = / / / / I I I
/ / 1 v o / / / { / I J ��
VALLEY PRECAST OR EQUIVALENT / ! ABOUT 50 FEET OF 4 DIAMETER,
SCH40 PVC BUILDINGS ER
{ ND LASTLINE WITH THE FIRST AI I I 2391292002V
11
ABOUT 30 FEET OF 1.5-INCH \ \ { 4 FEET AT 2%SLOPE_ / I SITE
;+ I TEC f
I DIAMETER SCH40 PVC I { \ \ �7 A
A v �I - � � I 3413030(]036
EFFLUENT LINE \\ \V A \� / �-1� �- 1 -� INSUrIing��
�� - / / NVout = (TBD) / �- w
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ROF=1. - { ,'1" znC
-� 9128300225
END MANIFOLD, 1.511Sr�
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1 I I I I { / / DIAMETER SCH40 PVC/ l r\ \ FU `
/ X, / I INVinX \ \ \ I I ST DIO �' I I ! 1 1 \ \ ch at
INSPECTION PORT (TYPICAL IN THE FIR�T� I 7 42' 1 1 I \ /� I I \ 1 1 1 \ �\ it y
AND LAST INFILTRATOR CHAMBER OF EACH \ I I
ROW, INSTALLED IN THE OPENING OF THE I \ I\ LEANOUT / • \ \\ I \ \ \ y \ 1\ )r �y141,
( OPPOSITE OFTHE PRESSURE LINE\� � I
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I � � 7043.7b' \ I . I �\\ / � I \ I \ \ � 33
�62�EET OF 1.5- NCH SCH40 ` I y�- _
LATERAL, PERFORATED WITH 1/8An
-INCH I r -I / �\ \ \ \ 1 R125� \ \ \ \ \ \ \ �\ /i 16'it7i �;F I �3 e d W
HOLES AT 4-FOOT INTERVALS AT THE I \ \ \ \ \ \ `p \ \ \ H; sary�
\ \ CEO \ � 2 U
\ \\ { I F THE PIPE TYPICAL I 1 I �. I 1 ' v \ \ \ \ - \ \ / th rl
TOP O (TYPICAL) I \
\\ \ \ I 1 I I fl I I I I 1 1 1 11 8 1 NVin-7044' \ ��'" � U
_ �� A A V A N I \_ � --
\ �TA BED WITH FOUR ROWS OF 15 I \ I 1 I ' \ \ \ \ \ \ \ \ \ z p ❑ LLI
TRATOR CHAMBERS EA�NYH } i I \ \
\ NFIL\�.�.� \ \ \ \ \ \ 1 \ 1 \\ ��� PROFILE HOLE#1 PROFILE HOLE#2 MAP W
\ \ \\ \\ \ \ \ \ \ \ \ QUICK 4 PLUS, STANDARD + I I 1 \ \ le / 1 \ �� / 0 TO 1.0 FEET TOPSOIL 0 TO 1.0 FEET TOPSOIL WITH ROOTS LU
\ ` `)
INFILTRATOR CHAMBER(TYPICAL) \ I I \ \ I \ \ SILTY
TO 6FEET WHITISH, SANDY, 1.5 TO 1.5 4FFEETBLOCKY CLAY = � 0 VJ
\\\ \\ \ \ \ \ \ / \ \O 11 1 1 l ',: 4;- EXIT I I \\ _ \ \\ J \ \ \ !\ 1 I 1 \/ \y \ SILTY CLAY WITH SOME COBBLES 1.5 TO4FEET WHITISH, SANDY, SILTY -111-20001 ~ U J W
\ \ \\ \ \ \ \ <^ 11 \ \ I \ 12 ,- " I \ \ e Y\+ \ / 1 y y EN GROUND WATER CLAY WITH COBBLES AND BOULDERS Q z 0 Lij_j O
\ \ \\ \ \ \ DRILL ONE 1/4-INCH HOLE All THE INVEf4T OF THE \ 1 INVout = 7049.5' \_`.r/ I f I --- ENCOUNTERED NO GROUNDWATER ENCOUNTERED W Q ❑ J U ry
\ \ \ \ \\ \ \ \ FAR END OF EACH LATERAL FOR DRAINING OF THE \ 1 Q
V (per site plan) V v\ V / 1 p> -1
REMAINING EFFLUENT FROM THE PIPE BETWEE 1 I 1 \� 1 I I - FROM PROFILE HOLE 1 - SAMPLE AT a6 FEET. RIBBON r' -2 EQuaLLY (� LLI Z I- LLI
DOSING AND PLACE A ROCK UNDER ITT \ J \ \ ` \ I i \ 1 I I \ 1 ,-��/J -�� GRITTY AND SMOOTH, TYPE 3SOIL, CLAY LOAM, LTAR=0.35 GPD/SF z a Q Z Q
\ \\ \ \ \ PREVENT EROSION (TYPICAL ON ALL LATERALS 1 \ \ 45.5' 1 1 ' I 1 I / RECOMMENDED: DUE TO LARGE BOULDERS AND COBBLES>50% OF ROCK>3/4-INCH IN PROFILE HOLE #2 LLI J m ❑
V 1 END CAP y }^%�
\\ \ \ \ \ \ \\ \ \ \ \ I• \I \ \ , , 1 I { I �(,�) l:f I 1\ DESIGN: LTAR OUSE PRESSURE F THE IRECEI RECEIVING SOIL FOR TBUTION, WITH 3 FEET OL3 (TABLE 0ED � = 0 65G D/SF D FILTER CONDARY SAND ASSUMED) � < LLI
>z
MEW OINT I I \ \ \ ` I. \ / 1 i N a U
(NP) 1 `� I ( \ \ I' 1 1 DESIGN CALCULATIONS Cn O U ❑
DESIGN LONG TERM ACCEPTANCE RATE RATE = 0.65 GPD/SF _ O -J \
NUMBER OF BEDROOMS: 3 11JLL Y
\FLD$HING ASSEMBLY V A \. A 1 J / I\ 11 ( I \ILI� T�J ( -�� % \� MAXIMUM DAILY FLOW=QMAX r�n U
Qmax = 3 BEDROOMS X 2 PERSONSIBEDROOM X 75 GALLONS/PERSON/DAY v J 0 Q
THROUGH THE EN Q J Q
\ \ \ \ I I I I X \ \ QMAX = 460 GRID
CAPS SEE CIETAIL \ I / / / I / 1 j �j ('j
` \ \ \ I 1 1 \, \ \ \ \ \. 1 1 I / / % /)I I I / SEPTIC TANK
�S� A \ 1 1 V A V ABOUT 45 FEET OF 4" DIAMETER, A 1, A V A 1 1 1 I I / I! �, I I / ��i-' V = 1000 GALLONS FOR 2 TO 3 BEDROOMS PLUS 250 GALLONS FOR EACH ADDITIONAL BEDROOM
SCH40 PVC BUILDING SEWER 1 I \ \ / / I / / / I / / USE 1000-GALLONS THREE COMPARTMENTS, CONCRETE SEPTIC TANK WITH EFFLUENT FILTER, AND HIGH LW o-
\ � ` X N \ \ \ \\\\ LINE WITH THE FIRST AND LAST 1 \ \ j 1 1 I J �00 {+-/ I / I {{ / / / j / HEAD PUMP BY VALLEY PRECAST OR EQUIVALENT APPROVED BY THE ENGINEER. f_
\ \ \ 4 FEET AT 2% SLOPE' // / /
\\\\\ ABSORPTION AREA
\\ \\ BASED ON APPLICATION RATE: z
\\\\�\\\\\\\ 1 I \� \ 1 \I I 1 _\ 1 1 \ / / / r I ( { { /� A=450GPD/0.65GPD/S.F.
\\\ �\ \\\�\\ 1 \ l o
Q
UICK 35.F.
yy /\ QUICK 4 PLUS, STANDARD INFILTRATOR CHAMBER SYSTEM IN A BED CONFIGURATION CONSTRUCTED OVER
\ \ \ 1 I I 3-FOOT OF UNLINED SAND FILTER
PTH
\ I f 1 / SURFACE AREA OF ONE QUICK4, PLUS STANDARD INFILTRATOR CHAMBER = 12 S.F.
BUILDINUSE 60 QUICK4, PLUS, STANDARD, INFILTRATOR CHAMBERS IN BED AS SHOWN ON THE PLAN.
ENVELOPE vV� ti 1 1 I I I ( 1 / �I✓ / I I I / NOTES:
'x " 1 I J A / / 1 1 I / LOT 2
I I / 1. BENDS IN THE BUILDING SEWER SHALL BE LIMITED TO 45 DEGREES.
nHe I 1, I I / / / I I I / STRECEP RANCH, P.U.D.
2. THE SEPTIC TANK SHALL BE INSTALLED LEVEL.
RECEPTION NUMBER 3. THE TANK SHALL HAVE RISERS OVER EACH ACCESS MANHOLE AND ALL RISERS SHALL EXTEND TO OR
LOT 1\ I l i I I I J I 11 V / J I I 1 603325 ABOVE FINAL GRADE.
111 \ \ _ i 4. EACH RISER LEAD WILL HAVE A SECURE CLOSING MECHANISM, SUCH AS A LOCK, SPECIAL HEADED BOLTS
6.871± I IIII JI 1 ` I l i \ 2 /
I I J I =� \ \ J + \ 1 1 J�/ SY / _ �\ I OR SCREWS, OR SUFFICIENT WEIGHT TO PREVENT UNAUTHORIZED ACCESS.
R/S F I IIII IIII Tp� 1 \ \ \\ \ \ \ \ \ I �� \ ' \ \ I n I I 5. THE SEPTIC TANK AND ALL THE PIPING WILL BE BACKFILLED UP TO THE INVERTS PRIOR TO SCHEDULING
/\' �/ ) I ( ' \ I\ / AN INSPECTION. ra
STI RLI N G RANCH, P.U.D. I I I I I I I I \ / l/ 1� -\ \ \ \ \ \ i \ \ \�1 \ \ \�\ \ I \ / I I 6. THE BED WITH THE INFILTRATOR CHAMBERS SHALL BE INSTALLED LEVEL, ALONG THE CONTOUR.
RECEPTION NUMBER 603325 I i I I \ \ \ /��� \ \ \ \ \ \ \ \ \ \ \ \ I �I \ / I \ 7. EXCAVATE TWELVE (12) FEET WIDE BED (EMAIL PICTURES OF THE EXCAVATED BED TO THE ENGINEER)
\ \ ` _ _ MEW POINT \�\ \ ` �/7/n,. I I I 8. THE BOTTOM AND THE SIDEWALLS OF THE BED SHALL BE RAKED (IF NEEDED) TO ELIMINATE SMEARING.
\ \ \ J� ' x `gyp 1 \ / ) \ 8. THE BED WILL BE EXCAVATED ADDITIONAL THREE FEET BELOW THE PROPOSED BOTTOM OF THE z PO \\ \ \ y� \J YYY ��\ \ \ INFILTRATOR CHAMBERS FOR THE SAND FILTER PLACEMENT. x
LACE \ \ x \\\777///,,,"' \ \ \ \ \ \ \ ` �\ \ 9. THE CLASSIFICATION OF THE SAND TO BE USED IN THE BED OF THE SOIL TREATMENT AREA (STA) MUST U
T BE LESS THAN 30 DAYS OLD AND SUBMITTED TO THE ENGINEER PRIOR TO THE SAND FILL PLACEMENT. F
GRAPHIC SCALE \\\ \ \ \ \ \ \ \ \ \ \ \ \ / \ MARK A LINE ON THE BED EXCAVATION WALLS AT THE 3-FOOT DEPTH FROM THE BOTTOM WITH SPRAY O
\ \ \ \ \ -\ \ \ \ \ \ \ PAINT BEFORE THE SAND PLACEMENT (EMAIL PICTURES OF THE MARKED DEPTH TO THE ENGINEER) W
�� \ \ \ ` \ _ _ _ _ - - 10. PLACE THE SEND FILTER IN THE PREPARED BED TO THE MARKED DEPTH
20 0 0 20 40 80 \ ) FO07( PATH \ ti / \ \ \ \ \ \ \ _ 11. ASSEMBLE AND INSTALL THE INFILTRATOR CHAMBERS IN THE BED ACCORDING TO THE MANUFACTURERS
\ T \ RECOMMENDATIONS. a
\ \ \ \Ill 1 1 I PATH WITH
y \ \ \ \ 12. INSTALL THE PERFORATED PRESSURE DISTRIBUTION LATERALS ACCORDING TO THE MANUFACTURERS
\ \ SOLAR\UGHTS _ �� - - - RECOMMENDATIONS.
(IN FEET) \ \\\\ 1 I�IIII�1 6�- 0-\ \ \ ��\�� `
13. SCHEDULE INSPECTION OF THE SYSTEM AND A SQUIRT TEST OF THE LATERALS. �
1 inch = 20 ft. \\ \�a \ \ \\ 1 I I I I I \ \ \ \ \ \ \ \ \ 14, BACKFILL THE SIDEWALL AREA WITH NATIVE ON -SITE SOIL FOR PROPER SUPPORT.
0 15. BACKFILL THE BED WITH A MINIMUM OF 12 INCHES OF TAMPED SOIL COVER.
%; / 16. THE FINAL GRADING OVER THE STA WILL PROVIDE FOR UNIFORM RUNOFF AWAY FROM THE SOIL
TREATMENT AREA, WITHOUT ALLOWING WATER TO PUDDLE ON TOP.
17. AVOID VEHICLE TRAFFIC OVER THE SYSTEM.
18. ALL INSTALLATIONS SHALL MEET THE RULES AND REGULATIONS OF THE GARFIELD COUNTY
FNVIRnNRnFNTAI HFAI TH r1FPARTMFNT AND OWTS REG 43 ADOPTED JUNE 18. 2018.
w m USl R na me.
QUICK44 PLUS STANDARD CHAMBER 19. FOR THE INSPECTION OF THE SEPTIC SYSTEM -NOTIFY THE GARFIELD COUNTY ENVIRONMENTAL HEALTF
PRODUCT SPECIFICATION DEPAF
INOTM.CALIP THE S`
TOP VIEW
INSPECTION PORT
QUICK4 PLUS ALLANANE 12 END CAP
ALL ELEVATIONS MUST BE VERIFIED
PRIOR TO CONSTRUCTION AND
REPORTED TO THE ENGINEER INFILTRATOR SYSTEMS INC.
PRESSe MINTS LQ TEOPE DRILL
53 PDINTSLOCATIOPE QUICK4 PLUS STANDARD CHAMBER
FROST PROTECTION: ALL SHALLOW WOE Vew ENDVIEW aPwCES) TYPICAL BED DETAIL
PIPING WILL BE INSULATED/PROTECTED �' E 4,-;,,�I �18 '� SECTION VIEW
FROM FREEZING. a (NOT TO SCALE)
12" 13"
y I
- �-34"---] IT 1-33- INVERT ESTABLISH VEGETATIVE COVER
_ SIDE VIEW K 'lay
ROUND ELEVATION 48" °`"'°'°° -
iEFFEcnvEI.Er9°rro m s" F- + NATIVE BACKFILL RESSURE
TO BE VERIFIED DISTRIBUTION
PROPOSED 3-BRM SQUIRT TEST OF THE RESIDUAL HEAD OF THE TOPSOIL LINES
*' STA BED LATERALS
RESIDENCE &
-8.5' END MANIFOLD
FUTURE STUDIO LEANOUT ROUND ELEVATION CAN VARY FLUSHING ASSEMBLY ALF-uS-I ,. ,,Lda_. REMOVE THE END CAPS OF THE FLUSHING U-
1.5-INCH SCH40 PVC N.T.S. AND INSPECTION PORT ASSEMBLY IN ORDER TO FLUSH THE LATERALS v �
IL OVER THE STA BED, BUT MAXIMUM CLEAN FROM ANY DRILLING DEBRIS OR DIRT.
- - DO NOT INSTALL THE LAST INFILTRATOR
VERIFY L=7047' DEPTH MUST BE 4 FEET OR LESS VENT CAP VENT CAP CHAMBER SO THAT THE PERFORATIONS ON
THE LATERALS ARE OPEN IN ORDER TO RUN -55
INVout=7049.5' RI.bm t. Q d. THE SQUIRT TEST FOR THE MEASUREMENT OF
._. -. FINISHED ( )
THE 5-FT RESIDUAL HEAD +/-10°/.. THE
}� GRADE PREPARATIONS FOR THE SQUIRT TEST MUST )
Eme / Valve Box
ABOUT 45 FEET OF 4 INCH BE READY FOR THE TEST TO BE DONE DURING
�' X [ i , THE FINAL INSPECTION. AND FILTER
DIAMETER SCH40 PVC, BUILDING ¢ Ball Valve fps IIINSPECTION PORT AFTER THE TEST, INSTALL THE LAST CHAMBER PRIMARY OR
4-INCH DIAMETER ON ALL ROWS. SECONDARY N
SEWER LINE WITH THE FIRST „ � INF TACH RATOR N SOR35 WITH
0 ',-n WITH A RING OR PERFORATIONS ON '
AND LAST 4 FEET AT 2 /o SLOPE .� ANIFOLD PUMP SELECTION
SCREWS THE BOTTOM B-INCHES �• "i '9
:.�....:
„ 12-FT INVin=7042' A DISCHARGE PUMP CAPABLE OFDELIVERING 27.7 GPM AGAINST 13.1 FEET 12-FT
PROPOSED OF TOTAL DYNAMIC HEAD WILL BE USED.
SAND FILL PLACEMENT
1 THE ELEVATIONS BETWEEN THE PUMP
I NVin=7044 INVout=7043.75' OPEN BOTTOM INVERT AND THE INVERT OF THE PLACE THE SAND FILL MATERIAL IN THE EXCAVATED BED.
OPEN BOTTOM DISTRIBUTION VALVE SHOULD BE FIELD THE FILTERING MATERIAL USED IN A SAND FILTER MUST BE CLEAN, COARSE
ABOUT 30 FEET OF 1.5 INCH SCH40 PRESSURE DISTRIBUTION VERIFIED AND REPORTED BACK TO THE SAND, CLASSIFIED AS PRIMARY SAND OR SECONDARY SAND. THE ABOVE
PVC TRANSPORT (EFFLUENT LINE) tATERAL(TYP.) ENGINEER. DESIGN WAS PREPARED BASED ON SECONDARY SAND.
P USE
OWTS X-SECTION SKETCH INSPECTION PORT FOR F50051IHE HIGHHEAARGE EFFLUENT
ORENCO, PF500511 HIGH HEAD EFFLUENT THE CLASSIFICATION OF THE SAND TO BE USED IN THE BED OF THE SOIL
PUMP. THE PUMP DOSING WILL BE ON TREATMENT AREA (STA) MUST BE LESS THAN 30 DAYS OLD AND SUBMITTED
N.T. S N_T. S DEMAND WITH 90 GALLONS PER DOSE. TO THE ENGINEER PRIOR TO THE SAND FILL PLACEMENT.
1000 Gallon Top Seam - 3CP
Item 0Filter & High Head Pum
100000T.9CP-F-HH 97 P
(1500 Gallon Total Volume)
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O VALLEY
+_I PRECAST, Inc.
\ Buena Vista, Colorado
Phone: 71"95-6764
Fax: 719-395-3727
Webelle: www.Valleyp ocasto0m
Email: fioMdesk@valleypregatcom /
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DRAWN BY: L.P
CHECKED BY: L.P
PROJECT NO.: 21-3550
SEE REVISIONS BOX 1
DATE: JANUARY 6, 2022
DRAWING NO.:
21-3550OWTS. DWG
SHEET: C-1