HomeMy WebLinkAboutEngineer's OWTS Design Plann
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625 Airport !load SYSTEM DESIGN & CONSTRUCTION NOTES:
fi :Ts - T 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CDPHE REGULATION 43 ONSITE WASTEWATER TREATMENT SYSTEM (DINTS) REGULATION
Springs, ,
- - - - Glenwood S � L. -
--- ,. =. ,` . -: MOST CURRENT EDITION AND LOCAL AGENCY REQUIREMENTS WHICH MAYOR MAY NOT SPECIFICALLY 8E NOTED ON THE DRAWINGS. THE
-------------- -
CONTRACTOR SHALL BE RESPONSIBLE FOR KNOWING AND CONFORMING TO SUCH SPECIFIC DETAILS AS ARE REFERRED TO IN THE ABOVE
--- -
- - County of Garfield,
_- MENTIONED REGULATIONS. THIS DRAWING DOES PERMIT. PERMIT MUST BE OBTAINED FROM APPROPRIATE LOCAL
...,.,. P
a ��. " ' `>- `` � " AGENCY. THE CONTRACTOR MUST CONTACT ?HE LOCAL AGENCY HEALTH AND THE PROJECT ENGINEER FOR INSPECTIONS OF THE
State of Colorado �'
'Ps�r °` ",'' CONSTRUCTED SYSTEM BEFORE BACKFILL. A REQUEST FOR INSPECTION BY THE PROTECT ENGINEER AND THE COUNTY ENVIRONMENTAL HEALTH
- -_--_ Airport Road s�
---- - P'arCel o.. ,,� 813�'�27ie®m ; , 's "= v OFFICER MUST BE MADE AT LEAST 72-HOURS PRIOR TO THE DESIRED TIME OF BACKFILLING.
Xis a 2. DEMAND CALCULATIONS( SEC.43.6A.2.h)(TABLE6.1)
r ' = - ` ;. •., > _ ' ao ', 2.A. SIX (6) OFFICES AND A 150 PERSON EVENT CENTER (FACILITIES WITH SHORT-TERM OR TRANSIENT VISITORS) USING TREATMENT LEVEL 1 (TL1).
2.8. AVERAGE DAILY WASTEWATER FLOW (ADWF) AND ORGANIC LOAD RATE (BOOS):
"`° •.. _: £ 2.B.1. OFFICES: 15 gpdc & 0.06 BODE Its/dayPER EMPLOYEE PER EIGHT -HOUR SHIFT.
LATER gp & 0 02 BOOS Ibs/
Y PER PERSON 2 B 2 EVENT CENTER; 5 tic da P
213.3. ADWF:
2.13.3.1. OFFICE = 15 gpd * (6 OFFICES * 2 PERSON6/OFFICE) + 5 gpdc * 150 PERSONS = 930 gpd.
x �"•"° ''""'"" 2.8.4. BOD = 0.06lbs/day * (6 OFFICES" 2 PERSONS/OFFICE + 0,02 Ibs/da 150 PERSONS = 3.72 Ibsida .
A
IE' ' BOB, mg/L = BODs*1,000,000 = 3.721bs/dav*1,000,000 = 479.62 rl
ADWF*8.34 930 gpd*8.34
2.6.5. CBOD, = BOD50.85 = 4081ng/L.
3. SEPTIC TANK.(SEC.43.9.B.2.a):
U IV VOLUME 48 30 d * 48 HOURS 4 HOURS PER DAY)= 1860 GALLONS.
_.. -. 3.A. REQUIRED MINIMUM EFFECTIVE E ( HOURS DETENTION). 9 gp ( R
.. p,„»_. i; ",'3,'.:�i` • , ? ?,' 3.8. EXISTING TANK: 1000-GALLON TWO COMPARTMENT CONCRETE TANK.
S.D. INSTALL AN ADDITIONAL 1,000-GALLON SINGLE -COMPARTMENT TANK UPSTREAM OF THE EXISTING TANK.
„
Vicinity Map h- - 3.D. THE TANK IS NOT SUBJECT TO BUOYANCY.
4, ABSORPTION AREA CALCULATIONS:
4.A THE ABSORPTION AREA WILL BE REGRADED TO BE RELATIVELY FLAT
' . 4.B. LONG TERM ACCEPTANCE RATE (LTAR) FOR TREATMENT LEVEL 1 (TL1) OF 0.50 gpd/SF (SEE SITE & SOILS EVALUATION NOTES/DETAIL).
4.C. MINIMUM SOIL TREATMENT AREA, A:
A = A�WF = 930 = 1960 S.F.
--_ .- -- - LTAR 0.50 gpd/S.F.
_.-. -.. PCPERT'(LiPF
0 4.D, SIZE ADJUSTMENT FACTORS: PRESSURE DOSED BED .= 1.0; ROCK = 1.0 (TABLE 10-1 A),
40.7. A,adj = 1860 SF * 1.0 " 1.0 = 1860 SF
----- o OSMOSIS ABSORPTION rIEL711J � r RETIRE THE EX. ABSORP 4 D 2 INSTALL TWO (2) EQUAL 930 SF GRAVEL ABSORPTION BEDS (1860 SF TOTAL) WITH A DISTRIBUTION VALVE
-- -- -- '- - 5 OR FLUSH FLOWS FOR REVERSE OSM UNITS OR
.-------' ------ - � '---- - ' PLACE (DISCONNECT PLUNIBIP!G� THIS SYSTEM IS SIZED FOR TYPICAL OFFICE &EVENT CENTER WASTES ONLY. BACKWASH FLUSHING F OW
WATER SOFTENERS AND/OR FILTERS SHOULD NOT BE INTRODUCED INTO THIS SYSTEM.
300 IT F I n sC NOTE
r0 rl - '- : THE EX WELL IS LOCATED 1 CO'
---- - , - OUTH OF EX. ABSORPTION TE_D To View
0I � �,. .r 6, CLEAN OUTS ARE REQUIRED AT THE BUILDING AND AT ALL BENDS AND AT LEAST EVERY .100-FEET BETWEEN THE BUILDING AND THE SEPTIC TANK.
R�P��FI I JST:L!�ITF 4�BEi IDS,Nu ,C EE>JLS INFILTRATION.
_ 24"O IRON FRAME &SOLID
,x, 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WATER TIGHT COMPONENTS THROUGHOUT THE SYSTEM TO PREVENT
LID WITH THE WORD 'SEWER. 8. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS PORTS TO FINAL GRADE. PORTS SHALL BE MARKED IF CAPS ARE TO BE BURIED.
Y '.,.-: . . ,>„ ... , <. . „ 9. INSTALL BLUEBOARD INSULATION AROUND THE SEWER AND EFFLUENT PIPE WHEREVER DEPTH IS LESS THAN 3.5-FEET (SEE DETAIL). UNDER NO
^!STALL T0(2)-FNEDISTRIBUTIOPi . - .__'� ,----- ------ CIRCUMSTANCES SHALL COVER BELESS THAN 2-FEET.
` .,U.E (SEE DET I) F A VEI':ICLE
1F E]COI „RJE P4FNHOLE�''\\ - - tXi IIJG-c COPiC=CTC -..�.- q 1 10, LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED.
MANHOLE DISTRIBUT,II' -
1 - VAULT & PUMP TO REM niu F PRESSURE DISTRIBUTION SYSTEM & DESIGN:
_ 0
11 A TENT 48 O CONCRETE MANHOLE WITH ORENCO DOSING PUMP ASSEMBLY. MANHOLE VOLUME - 93 GALLONS /
(RESET THE PUMP CONTROLS l ,
-- - PER DESIGN NOTES) EXISTING DOSING SYSTEM; NHOL ENCO PFEF50
- - o
u;ISTI':c uDD-GAlur -
" -1v0-COMPARTMENT E
- D d,,,1 ,p ORENCO ZONE 1 1/2"O FO T OF DEPTH.
tEX. �III� in[j ASSEMBLY
VALVE .. DOSES PER
rx' __ __ �-� SPTIC TANK TO REPo9rIL I - _ - - ---- ASSEMB (V 40 11.ED. DOSE SIZE: 3AGALLONS (FLOATS SHALL BE RESET BY AN ORENCO AUTHORIZED REPRESENTATIVE) F
Cc ,1 OR
�" - --.--- ,�. _ - La25 Airport Rd ° 36 C E RATE CONCRETE 11.F. PUMP ON TIME. 206 SECONDS 27 GP
" G
LY 6 2A)
-� r o
. -- ,-: >�_ _ _ MANHO MANHOLE ( OM J .. - .
-_- --- - - � 1b�0 GALLON SINGLE � "
CORE CHECK LLE 36� IN. 11 G TRANSPORT DIAMETER/MATERIAL: ATER AL i 1 PV
--- -.- _ - JI:-'" ARTMENTSEPTIC D RMt /2OSCH40 C
"---_---" -:j NSTALLA NEV- - dPIK UPSTREAM OF THE VALVES 11.D. LATERAL PIPE IDIAMETER/MATEAIAL.�1.1/2"O OR SCH.40 PVC
VEHI
----- TWO-WAY EXISTING TANK. EXTEND I1.E. ORIFICESIZE/SPACING:1/4'OAT5'OC.
AND CONNECT THE cE TANK OUTFLOW TO TO FIELD - 111. OPERATING HEAD AT THE DISTAL END ORIFICE: 5'
9ULDIN3 PLUMS NL TJ F'.E EXISTING TANK
HIT fJF' S 'TIC T' J' [;FLOW CHAMBER W/ 11.G. PUMP INFORMATION: EXISTING ORENCO MODEL PFEF50 EFFLUENT PUMP (1/2 HP, 115/230V, 1"0)(DESIGN POINT OF 70 GPM), OR
--- ---- a SCH. 40 PVC @ FROM PUMP MANUFACTURER APPROVED EQUAL.
-"- --_--- --"- -
Oa. MIN,TANKSHALI.
~- 17.H. DRAIN -BACK VOLUME BEFORE MANIFOLD; 0 GALLONS
`-I-'SC SBd 40 PVC ---- - - iE VEHICLE LOnD RATED. GRAVEL BASE
DISTRBI BILLION PIPE ' 11.1. DESIGN SOFTWARE REFERENCE: ORENCO SYSTEMS PUMPSELECT V: 2.20, PUMP DATA FILE 1.15 (2023.). Automatic Distributing Valve
6 MhV0
Scale: N.T.S. MAINTENANCE NOTES
- _ 1. TO ENCOURAGE THE HEALTH AND LONGEVITY OF THE OWES SYSTEM, THE OWNER SHALL CONSIDER THE FOLLOWING:
I.A. MINIMIZE THE AMOUNT OF WATER THAT GOES DOWN THE DRAIN, THE BETTER YOUR SYSTEM WILL WORK.
I / I.B. MINIMIZE SOLIDS GOING DOWN THE DRAIN.
TRAFFIC RATED IRRIG. VALVE BOX I.C. ELIMINATE GARBAGE DISPOSALS OR KEEP THE USE OF GARBAGE DISPOSALS TO A MINIMUM.
REMOVABLE CAP I.D. MINIMIZE GREASE AND OILS THAT GO DOWN THE DRAIN.
r' N� `� d S " ) i'=•'; !_ 1.E. USE LINT FILTERS ON LAUNDRY MACHINE DRAINS.
I.F. KEEP SAND AND DIRT OUT OF THE BUILDING DRAIN
EACH CORNER, TVP. , gall rin;�rrn
1 G AVOID FLUSHING SANITARY NAPKINS OR PAPER PRODUCTS OTHER THAN TOILET PAPER
all all nl fin 1.H. DO NOT USE LYE -BASED DRAIN UNCLOGGER CHEMICALS SUCH AS DRAINO, OVEN -OFF, OR OTHER STRONG CLEANING AGENTS.
--"--` - - 1.1. DO NOT PUT ANY"ROOT DETERRENTS"DOWN THE DRAIN.
11 DO NOT POUR PAINT THINNER, PESTICIDES, PAINTS OR PHOTO LAB CHEMICALS DOWN THE DRAIN
DISTRIBUTION PIPE I I =I - 4" O SOLID PIPE 1.K. MINIMIZE USE OF CHLORINE BLEACH AND TOILET ADDITIVES.
'I _ _ 2. THE OWNER SHALL FOLLOW THE GUIDANCE OUTLINED IN THE OPERATION AND MAINTENANCE (0&M) MANUAL PROVIDED BYTHE MANUFACTURER.
=I I= ' =) I= I 3. THE OWNER SHALL CONTRACTWITH AN ORENCO AUTHORIZED SYSTEM INSPECTOR FOR ROUTINE INSPECTIONS AND MAINTENANCE AS REQUIRED BY
- THE 0&M MANUAL. THE INSPECTOR SHALL ALSO REMOVE AND PROPERLY DISPOSE OF ACCUMULATED GREASE AND SEDIMENT AS NEEDED TO
o PERFORATE THE PIPE ENSURE PROPER FUNCTION OF THE SYSTEM.
MIRAR 140N INSIDE THE ROCK
- - - FILTER FABRIC DISTRIBUTION BED WITH
8 14"0 HOLES WRAP
SOLID CAP FOR UPPORT ')X , WITH FILTER FABRIC
@INFILTRATIVE SURFACE ,{
---- _ inspection Port
--� -
Scale: N.T.S.
s auk _ai 1iis;..
SITE EVALUATION SOIL EVALUATION -
1. SITE AND SOIL EVALUATIONS WERE PERFORMED BY: SOIL WAS CLASSIFIED BY THE GEOTECHNICAL ENGINEER (GEO SOIL TREATMENT AREA (STA): 1-112"0 PERF. SCHAO PVC PRESSURE
DERIC J. WALTER, PE KEWNDYE, PE QUEST (PROJECT NO.25-127, JUNE 16, 2025)AS USDA SANDY INSPECTION PORT DISTRIBUTION PIPE LATERAL, TYP.
BOUNDARIES UNLIMITED INC. CEO QUEST LOAM, TYPE 2A AND AN LTAR OF 0.50 GPD/SE. 1. THE INFILTRATIVE SURFACE AND DISTRIBUTION LATERALS MUST BE LEVEL. (SEE DETAIL) TO"-1W AMENDED TOPSOIL
923 COOPERAVE., STE 201 PO BOX 1372 2. THE INFILTRATIVE SURFACE MUST BE NO DEEPER THAN 3-FEET BELOW J Pump Selection for a Pressurized System - Commerical Project
GLENWOOD SPRINGS, CO 81601 RIFLE, CO81650 GRADE. .ql ,%, n n a s,Re, 25013-625 Airport Road / Gravel Bed (2 Zones) 1000Gallon�, ae P
970.945.5252 970.318-6784 3. THE FINAL SURFACE LAYER SHALL BE IW-12" OF AMENDED TOPSOIL - - e$�lMY' ?`+
I
SUITABLE FOR VEGETATION PLACED UP TO THE FINAL SURFACE GRADE OF /.ICP
2. EVALUATION DATE(S): JUNE 2026. THE SOIL TREATMENT AREA. / / / / AFI 14 N / / // PararrLeters
0. 4. FOLLOWING CONSTRUCTION, THE GROUND SURFACE MUST BE GRADED TO / // / j M +' JL R EAB IC/ / / / -----
/ Discharge Assembly Sae 2.00 Holes
3. SETBACK REQUIREMENTS FOR A TREATMENT LEVEL 1 STA TRENCH/BED, UNLINED SAND FILTER - DIVERT STORMWATER RUNOFF OR OTHER OUTSIDE WATER FROM THE SOIL / / // / Transport Langm l3erore was aoo rest
�. Ton
DR SEEPAGE PIT (PER TABLE 7-1) AND AN ADWF< 1000 gpd: SURFACE TREATMENT AREA. THE AREA MUST BE PROTECTED AGAINST EROSION. , / � / Tren P
sport Pipe Class 40 DESIGN NOTES
3.A. SPRING WELL OR POTABLE CISTERN-100' as SUBSURFACE DRAINS UPSLOPE OF THE SOIL TREATMENT MAY BE Transport U. size tw ,nd, V1eW
3.B. POTABLE WATER SUPPLY LINE=25 �� ��' �S'I�� �� INSTALLED TO DIVERT SUBSURFACE FLOW AROUND THE AREA. \\ \ \ \\ \ \ \ \ x \ \ \ Dlsmbuting valve Model 6402 80 + Design
performance teat per
\� \ \ `12"RDCKANDPIPE` \ \
3.C. STRUCTURE W/ BASEMENT/CRAWL SPACE=20 / / 5. BACKFILLING AND COMPACTION OF SOIL TREATMENT AREAS MUST BE \\ \. \. DISTRIBUTION BED\ . \ \, TrenspoR Length After Valve 30 rest . Top surface area 46.25 ftr
3.D. STRUCTURE W/O BASEMENT/CRAWL SPACE=10 / / / / / / ACCOMPLISHED IN A MANNER THAT DOES NOT IMPAIR THE INTENDED Transport Pipe Class 40 fee 28 days; concrete = 6,000 PSI
3.E. PROPERTY LINE, PIPE DR LINED IRRIGATION DITCH=10' Lb YSAND� / Trensport Pipe sae tso inches Min.
FUNCTION AND PERFORMANCE OF THE MEDIA AND Section View 70SIR
31. INTERMITTENT IRRIGATION LATERAL, INFILTRATION STRUCTURE=25' / SOIL TYPE 7 0.80 GPD/SF / SOIL AND DISTRIBUTION LATERALS, ALLOWS FOR THE ESTABLISHMENT OF N.T.S. Max Elevation Lift 5 feet Installation-
( ) (N.T.S.) MaNfold Len 12 feet • Tank to be set on 5" min. sand
3.G. LAKE, WATER COURSE, IRRIGATION DITCH, STREAM OR WETLAND=50 / , GRAVEL, SAND, COBBLES, / VEGETATIVE COVER, MINIMIZES SETTLEMENT AND MAINTAINS PROPER Manifold Pipe uses 40 bed or pea gravel TANK ,
3.H. DRY GULCH, CUT BANK OR FILL AREA=25' - / TILE 0 NPEA TI ITY SILT, CLAY, RED, DRY, // DRAINAGE. Manifold Pipe size 1.8o horns _ gp is Tank to be backfilled uniformly on '.I
3.1. SEPTIC TANK-5' / - a
roimber of laterals per cell z all sides in lifts less than 24" and '•
O / u
/ r mechanically compacted
3.J. RESTRICTIVE LAYER OR GROUNDWATER (VERTICAL): 4' (TREATMENT LEVEL 1, GRAVITY / / / / PRESSURE DISTRIBUTION LATERALS: Lateral Length 72 last _ I I„
FEED) - _ // / / / / / / / - DLID 1-1/2"O3CH.40 PVC FORCEMAIN Lateral Pipe Gass 40 0 - • bockfiExcav/teprovided material
arme stoneabe seadefar �,i. ,e • 7- -r7
1. DISTRIBUTION BETWEEN LATERALS IN A SOIL TREATMENT AREA MUST BE AS FROM THE DOSING TANK _ lateral Pipe size t5o inphN 50 " 9
- _ removed
3. SETBACK REQUIREMENTS FOR THE SEPTIC TANK SHALL BE (PER TABLE 7-1): LEVEL AS POSSIBLE. once sae 114 maws • Excavation should be dewatered and
\ onrlce spacing 5 feet = tank filled with woter prior to being
3.A SPRING, WELL OR POTABLE CISTEflN=50' \ \\ \\ \\ \\ 2. TO PROMOTE EQUAL DISTRIBUTION TO THE SOIL TREATMENT AREA, THE OLIO 1-1/2"0 SCH. 40 PVC s put in service for installation with
\ \ \ \ Residual Head 5 feet 'E P to C7raide
3.3. POTABLE WATER SUPPLY LINE =10' \ SAND Lb \ FORCEMAIN MUST BE CONNECTED TO AS NEAR TO THE MIDDLE OF THE DISTRIBUTION HEADER FlowMeter None inures A 40 water table less than 2' below grade
3.C. STRUCTURE W/BASEMENACRAWL SPACE=5' \ \SOIL TYPE 2A 0.50 GPD/S \ DISTRIBUTION HEADER AS POSSIBLE. i, • Meets C1644-06 for resilient
( F) - Add-pn' FrKaon Losses 0 feet
3.D. STRUCTURE W/0 BASEMENT/CRAWL SPACE-5, \ \ 3. ORIFICES MUST BE ORIENTED DOWNWARD. ; ° -- --- --- - connectors
\ SAND, GRAVEL,COBBLES, \ 3 • Inlet and Outlet identified above pipe
3.E. PROPERTY LINE, PIPE OR LINED IRRIGATION DITCH=10' SILT, CLAY, RED, DRY, LOW 4. THE SEPARATING DISTANCE BETWEEN THE PARALLEL PERFORATED Calculations
3E. INTERMITTENT IRRIGATION LATERAL, INFILTRATION STRUCTURE=10' \\ \ DISTRIBUTION LATERALS MUST NOT EXCEED FOUR FEET, AND THE OUTER t .i 30 Delivered complete with internal
3.G. LAKE WATER COURSE, IRRIGATION DITCH, STREAM OR WETLAND=50 \ PLR$\ IN \\ DISTRIBUTION PIPES MUST BE LOCATED WITHIN THREE FEET OF EACH 1 Minbnum Flow Rate per online 1.73 gpm piping Fle7t1 42
.rs,
\ \ I '* Number a omkes per Zone 15 • 4' Maximum bury depth s'•71
3,H. DRY GULCH, CUT BANK OR FILL AREA- 10' \ \ \ \ \ \ SIDEWALL AND ENDWALL IL +° 3;, Boot Rubber
3.1. STA TRENCHBED, UNLINED SAND FILTER OR SEEPAGE PIT=5' \ \ \ \ 5. THE ENDS OF THE PARALLEL PERFORATED DISTRIBUTION LATERALS SHALL BE Taal Fbw Rate per Zane 28.8 gpm y
e NumberaLaterelsperZone 1 20 Seeirmt
CONNECTED WITH A SOLID PIPE. %Flow Cieerentiai isMI ast once 9.3 % I[�
Site & Soils Evaluation y TransportWeary Before Valve 4.2 be A
O t kx Trampon VootlryAfter Vave 4.2 fps I'
INSPECTION PORTS: I ROCK & PIPE SOIL
Scale: N.T.S.
I TREATMENT AREAS
1. A 4-INCH INSPECTION. PORT ACCESSIBLE FROM GROUND SURFACE MUST BE I m (STA) WITH (2) 6 LF
INSTALLED AT EACH CORNER OF THE ABSORPTION BED SYSTEM. THE > SOLID 1-112"0 SCH.
BOTTOM OF EACH INSPECTION PORT TUBE MUST EXTEND TO THE I -- 1W 40 PVC DISTRIBUTION
10
Frictional Head Losses
Lass through D,seharge 1.4 fast
Loss in Transport Before valve 12A teat
00
ATTACH REMOVABLE CAP OR
INFILTRATIVE SURFACE AND NOT BE CONNECTED TO THE END OF A I 5 MANIFOLD AND (2)
Loss mmugh wive 5.9 feet 10 20 30 40 50 60 70 80 90
THREADED CLEANOUT ASSEMBLY.
DISTRIBUTION PIPE l ��
a 72 LF 1-1/2"O
78
Loss in Transport after VSNe 1.3 feet Net Discharge(gpm)
INSTALL MARKER IF CAP IS TO FINISH GRADE
2. THE TOP OF INSPECTION PORTS MAY BE TERMINATED BELOW THE FINAL o
s <: PERFORATED SCH.40
Loss in Menton- on feet
BE BURIED.
GRADE IF EACH IS HOUSED IN A COMPONENT SUCH AS A VALVE BOX FOR A I s
PVC DISTRIBUTION
Loss in Laterals t2 feet
LAWN IRRIGATION SYSTEM AND HAS A REMOVABLE COVER AT THE GROUND �, w
LATERALS.SPACE
Loss through Rowmeer. 0.0 feet
'AddIon'Fnaion feet PumpData Legend
SURFACE. I i- LATERALS AT6'o.C.
Lossas 0..0
�\
AND DRILL 1/4°0
PFEF40 Effluent Pump S»tnmCo. -
Pipe Volumes 4/10HP, 115a30V 16
2"HIGH DENSITY
STORAGE/DISTRIBUTION MEDIA - ROCK AND PIPE: r, C
Vol of Transport Lino Before calve 31] 9Me Pump CUM :�
SIR
4' PVC IEURISER '. 5
4- PVC n:E/RISER
k
I
IC •.
y
,os Section
BLUEBOARO I VICFW
Vol of Manifold 1:3
1, THE PERFORATED PIPE MUST BE SURROUNDED BY CLEAN, GRADED GRAVEL i Vol of Transport Line Afkr Valve1 Bab Pump Control Range
gale
RANGING IN SIZE FROM 1/21NCH TO 21/2 INCHES. AASHTO M 43 SIZE NO.3
4"B PVC RISER m PLACED BELOW THE ' ' �, yxTHE;� Vol of Lateral. per Zone 7.e gala
COARSE AGGREGATE MEETSTHISMUSTBE SPECIFICATION. I Torero" Berore Valve 3i.7 gale 0perebng Pant ---- --
2.1
rt
AT LEAST SIX
HES OF
4"OPVCTWO-WAY. 2 TGRAVEL HE OPOFSTHEDISTRIBUTIONEPIPEUND THE PEAND BEATLEAST TWO INCHES ABOVE MSPECTIONPORTAT '1 `,.,,LF - " TomlVmAtuwva puiremteMa galeDes�n�a® iDi99on9 xP7C5Wide Inlete0utlet Length WidthnHei-ht Cap
pOtcity Lid �Neiclnki ht Total
CLEANOUTTEE AOADBASE 3. THE BOTTOM TOP AND SIDES OF THE PLACED GRAVEL MUST BE COVERED EACH CORNER, TYP! �_ �PV-CON E T ass epm 56" below inlet 56"II 53" ( 119° 6d� Height
1042 gal 2620 Ibs 897b Ib 1 �
o PIPE WITH NON -WOVEN PERMEABLE GEOTEX(ILE MEETING A MAXIMUM
I 32.6feet
FLOW THICKNESS RATING OF 2.0 OUNCES PER SQUARE YARD OR EQUIVALENT
Pi► p a Insulation PERVIOUS MATERIAL. MIRAFI 140N FILTER FABRIC MEETS THIS Plan View4"O SEWER LINE - SPECIFICATION. S I
Scale. N.T.S. (N.T.S.) ry 0^
P. one 719-v9 7
Two-wayCleanout f ` ' ' 7i2-3372°7
Soil Treatment Area (STA) - Gravel Bed 1 t J RI o We�ft: l-valley stern
Scale: N.T.S, Scale: N.T.S. '\, ,�i� A' & Vista, CWaradaE s 5s1' $?ffir1t i ^;E"( r.+s�neypn'�Ne s°�SF+:,fi?
ALLOWABLE BURY
Based on Water Table
WATER TABLE
ALLOWABLE
EARTH FILL
0' - 0"
2'- - 0'
1, 0"
3'-0'
2' 0"
3' 0"
BOUNDARIES
UNLIMITED INC.
CIVIL ENGINEERING,
LAND SURVEYING £ BEYOND
923 Cooper Avenue, Ste.201
Glenwood Springs, Co 81601
lele:970.945.5252
www.bu-inc.com
Engineer or Surveyor Seal
0
�t4n
6/20/2,5!
371 10
/ONAI.E��
Client Information:
Ernesto Cuc
625 Airport Rood
Glenwood Springs, CO 81601
97OA04.2224
Subsurface Utility Engineering (SUE)
Required Project: No
If "Yes", SUE Certification II
Firm: NIA
Job#; NiA
Date: NIA
NORTH
0 20' 40'
Scale: 1" = 20'
Know what's below.
Call before you dig.
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Agency Approval
Agency:
Dept
By:
Date:
Comments:
Date
Revision
Project No.:
Sheet
25013
Filename:
g Dsi
esignner:er:
De
Coil
Ill
Drafter:
0JW
Date:
WZW25