HomeMy WebLinkAboutEngineer's OWTS Designai
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SITE EVALUATION SOIL EVALUATION
1. SITE AND SOIL EVALUATIONS WERE PERFORMED BY: SOIL WAS CLASSIFIED BY THE GEOTECHNICAL ENGINEER
KUMAR &ASSOCIAIFS, INC. (KUMAR & ASSOCIATES, INC. (PROJECT NO, 24-7-269.02,
LUSH VALVE AT THE END ATTN: DAWD YOUNG, PE AUGUST 1, 2025) AS USDA CLAY, TYPE 4 AND AN LTAR
iF EACH LATERAL, TYP. 5020 COUNIYROAD 154 OF 0.20 GPD/SF.
p GLENWOOD SPRINGS, CO 81601 -
970.945.7988
y
r 2. EVALUATION DATE(S): JULY 2025.
�AJ�f FG:6515.50 e / & SETBACK REQUIREMENTS. FOR A TREATMENT LEVEL 1 STA TRENCH/BED,
/✓• //,�++ UNLINED SAND FILTER OR SEEPAGE PIT (PER TABLE 7-1) AND AN ADWF< SURFACE
k/ INSPORTf GA.1000 SPRING, WELL OR POTABLE CISTERN=100'
PEC NAT EACH CORNER / 3.8. POTABLE WATER SUPPLY LINE=25'
SPACE 2
STRUCTURE W BASEMENT/CRAWL
j0F EACH BED /TVP. 3.0 /
3.D. STRUCTURE W/O BASEMENT/CRAWL SPACE=10'
3.E. PROPERTY LINE, PIPE OR LINED IRRIGATION DITCH=10' /� (GRAVELLY, VERY STIFF,
3INTERMITTENT IRRIGA
LATERALT INFILTRATION ATION STRUCTURE-25/
.SLIGHTLY MOIST, BROWN,
3G LAKE, WATER COURSE, IRRIGATION DITCH, STREAM OR WETLAND=50'
STRONG BLOCKY
OR FILL AREA=25'
3.1. DRY GULCH, CUT BANK / STRUCTURE)
SEPTIC TANK=S' / ! 3.1. SE / SDILTYPE 4 (D,20.GPD/SF)
3.J. RESTRICTIVE LAYER DR GROUNDWATER (VERTICAL): 4' (TREATMENT
LEVEL 1, GRAVITY FEED)
3.. SETBACK REQUIREMENTS FOR THE SEPTIC TANK SHALL BE (PER TABLE 7-1):
? S.A. SPRING WELL OR POTABLE CISTERN=50
3.B. POTABLE WATER SUPPLY LINE 10
RE IDENCE ( INSTA TWO-WAY , J
-° CLEANOUT OUTSIDE THE AUTOMATIC o�, ��,, / / s' j 3.C. STRUCTURE W/BA3EMENT/CRAWL SPACE=5'
---" o BUILDING (SEE DETAIL) //DISTRIBUTING VALVE -�, �/ // ! / 3.D. STRUCTURE W/0 BASEMENT/CRAWL SPACE=5
���� (SEE DETAIL). MUST �,n 10, &E. PROPERTY LINE, PIPE OR LINED IRRIGATION DITCH=10'
Q CO SCH.40 C BE AT HIGHER / i / 3.F. INTERMITTENT IRRIGATION LATERAL, INFILTRATION STRUCTURE=10'
-- N E / / A ON THAN TH
® SEWER 2%. MIN.
LEV TI �
3 G LAKE WATER COURSE IRRIGATION DITCH STREAM ORWETLAND 5
INSPECTION PORT AT
EACH CORNEA OF
EACH BED, TYP.
:y
FG:6514.5
.. .. . �jdj Ij►
l 'rive ON
t�OWN
a ABSORPTIO BEDS <yF 3.H. DRY GULCH, CUT BANK OR FILL AREA=10'
'!jJ/
6 f /// / Ss IT=S'
� / / /� 3.1. STA TRENCH/BED, UNLINED SAND FILTER OR SEEPAGE P
PVC SEWER, „� / /
Site E Soils Evaluation
�+ - Scale: N.T.S.
FG:6519.50 \ J w� INSTALL 1000-GALLON Qp\`IE �o
--�"` TWO -COMPARTMENT m j f
TANK AND 500-GALLON
G:6519.50'---- _F+DOSING TANK( DETAILS)
Pump Selection for a Pressurized System -Single Family Residence Project
Zanetich / BUI #25019
Parameters
NOTES ObmargeassamGv Slza 1,25 inches 300
n_ r -••'® \ /" 6510 �O ` /J Transpon Lengthaetorevalve 50 feat
�1. PROPERTY LINES AND WELL ARE Transport PIP class 40
U FG:6574:5D'/- ! BEYOND THE MAPPED AREA AND Transpon Line Sir* 1.26 inches
qq pOR
BED ��• �_'•-• „_.✓' � /✓ j BEYOND THE MINIMUM SETBACK Dwtniueng Valve Model 6402
MFICM+TORUNIIS (4x11)
ECTION PORT THE J REQUIREMENTS FROM THE OWTS Transport Lergm AfterVaKe 140 teat 250
S ARC36 UNITS(-�NL]Of THE TRENCH BACKWASH AND/OR FLUSHING -,� ./ / ,/ COMPONENTS. Transport Pipe Sizes Transport Pipesize t1.
36 AD'INFILTRATION SYSTEM: -
BASEELEV'b512,5 �-- �/' . 25 Irknas
T06ELEVE 21NFILTRATORQUICK4UNITSOR._--� ! MaxfoldLanoth 9 teat
Ll / /
(BOTTOM OF BED S ,ems „/' / 2. LOCA710NS OF ALL COMPONENTS MAY
(SEE SETBACK Nam) '- 2 ADS ARC3fi UNIT / / / / �/ BE VARIED AS NECESSARY AS LONG AS Manifold IpmC g teat
✓^' '-'---- .�--^- �/ � / / / MBNfOld Rpe Class 40
✓ �' _� - / ALL MINIMUM DISTANCES AND SLOPES Manifold Rpe Size 1.25 inches 200
Hunter of Laterals par cell 4 m
.�••� /� Y'^ -„�„` ® ,.o-- / // // LaOaml usno 44 Not a..
-a.a ®,••- �. ,�- -. ��� // / O / / Lateral Pipe Class 1. O
"^ F
Js� s••�� /// / %/ lateral R S¢e 1A inches a
`-j ^" -"-•-` �- -„s- S / / / �/ / < // // Orifi®Sim. 1k inches
Orifins,l Head s rant .2 t50
Residual Head 5 feat E
Flow Meter None inches I
'Ad6on'Fdcean tosses 0 feel
12" SO. NYLOPLAST H-20
Calculations 1=
SOLID COVER ASSEMBLY
REMOVABLE PVC CAP
FLUSH WITH SURFACE
24"x24"x6" CONCRETE
IN HARDSCAPE
ATTACH REMOVABLE CAP OR
THREADED CLEANOUT ASSEMBLY.1
INSTALL MARKER IF CAP IS TO 1 rFINISH GRADE
BE BURIED.
PVC RISER
4"0 PVC TWO-WAY
CLEANOUT TEE
G
FLOW
4"0 SEWER LINE
IN LANDSCAPE
Two-Wa Cleonout
Scale: N.T.S..
GENERAL ABSORPTION AREA NOTES
1, INSTALL CHAMBER UNITS IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS.
2. ABSORPTION BEDS SHALL NOT EXCEED 12' WIDE BY
100-FEET IN LENGTH, SHALL PARALLEL THE TOPOGRAPHY
AND SHALL BE INSTALLED IN A RECTANGULAR PATTERN
WHENEVER POSSIBLE.
3, THE BOTTOM OF THE ABSORPTION BED SHALL BE LEVEL
AND THE BOTTOM AND SIDEWALLS MUST BE RAKED TO
REMOVE ANY SOIL SMEARS INCURRED DURING THE
EXCAVATION. FAILURE TO DO $0 MAY REQUIRE THE
CONTRACTOR TO REPLACE THE ABSORPTION FIELD AT
HIS/HER OWN EXPENSE.
1-1/4"O PRESSURE DOSING PIPE.\
WITH 1/4'0 HOLES DRILLED EVERY
b
r"
5' 0 C., FACING UP, AND ONE (1)-
OF -
HOLE FACING DOWN AT THE END \�
EACH TRENCH (FOR WEEPING),I-
INSTALL A 12" PAVER OR SPLASH /\ _
�\\
STONE BELOW THE DOWN FACING -
�/
o
HOLE TO PREVENT SOIL EROSION.
7
BOTTOM TO BE LEVEL AND FLAT OVER ENTIRE "
AREA TO WITHIN OA'.t. (TYP.). IF NECESSARY
TO ACHIEVE THIS SURFACE, IMPORT CONCRETE'
SAND TO USE AS LEVELING MATERIAL. REMOVE ,
ANY ENCOUNTERED BOULDERS AND BACKFILL
u
WITH LOAMY SAND OR SANDY GRAVELS. DO ,\
m
NOT USE COMPACTED MATERIALS.
0
N
0
F
U
a
o,
z
4. DRAINAGE $WALES ARE TO BE PROVIDED ABOVE AND
AROUND THE FIELD, AS NECESSARY, TO PREVENT SURFACE
RUNOFF FROM ENTERING ABSORPTION AREA.
5.. NO EXCAVATION OF THE ABSORPTION FIELD IS TO BE DONE
DURING WET WEATHER AND USE OF RUBBER TIRE
VEHICLES OVER THE ABSORPTION AREA IS STRICTLY
PROHIBITED.
Top View
100
Minimum Flow Ratelax Orifice 1.73
gpm
Numberof Orificesper Zane 1B
Total Flow Rate par Zona 31.6
gpm
Numheroflusarsaper Zone 2
% Flow Differential lsNLast Orifice 4.4
%
Transport Vebciry SabreValve 6.6
fps 50
Transpon Velocily After Valve 6.6
fps
Frictional Head Losses
-- -
Loss through D'echaroe 8.9
feet
Loss in Transport Before Valve 6.1
feet
00
Losamrough Valve 7.5
feet 5 10 15 20 25
unsin Trarepora/ier Vwve 17.0
feet Net Discharge(gpm)
Lose in Manifold 0.3
feet
Lass in Laterels 0.6
feet
Loss the, h Flowmeter 00
feet
STYROFOAM INSULATED FIBERGLASS
g
'Ada -on' Frlcden Losses
0..0
feet
PumpDato
LID WITH STAINLESS STEEL BOLTS
PF3006 Nigh Head Elauent Pump
AND URETHANE GASKET -
Pipe Volumes
30 GPM, i2HP
Vol of Transport Line Before Valve
39
gals
115=V 10 e0Rz, 2o0V 3060Hz
vol. ofTmmprt LlneAfter Valve
10.9
gas
ORENCO2ZONE1-1/2"O
Vol of Manifold
0.7
gels
DISTRIBUTING VALVE
va of Laramie Per Zone
6.8
gale
ASSEMBLY (V6402A)
Total Vol Before Valve
3.9
.gels
24"0 PVC
Total Vol After Valve
18.4
OBIS
ENCLOSURE
CHECKVALVE(S)
lquirements
31.6
gpm
0.5
feet
1-1/2"0 SCH.80 PVC
FR01vTPL1
O
GRAVEL BASE.
Automatic Distributing Valve
Scale: N.T.S.
6. UNSUITABLE MATERIAL EXISTING WITHIN THE FIELD SHALL
BE EXCAVATED AND BACKFILL SHALL CONSIST OF
IMPORTED LOAMY SAND OR SANDY GRAVEL. THE ENGINEER
SHALL BE CONTACTED IF BEDROCK OR GROUNDWATER IS
ENCOUNTERED IN THE EXCAVATION.
7. TOPSOIL COVER MAY BE VARIED (1-FOOT MINIMUM,
3-FOOT MAXIMUM) TO ALLOW FOR LANDSCAPING.
8. WHEN MULTIPLE BEDS ARE USED, BEDS SHALL BE
SEPARATED BY 6-FEET MIN. OF UNDISTURBED SOILS.
9. SECONDARY" SAND MEDIA REQUIREMENTS (43.11.C.2.d.3):
9.1. EFFECTIVE SIZE: 0.15460 MM
9.2. UNIFORMITY COEFFICIENT: < 1.0
9.3. PERCENT FINES PASSING #200 SIEVE: g 3.0
9.4. A GRADATION OF THE SAND MEDIA USED MUST BE
PROVIDED. THE GRADATION MUST BE DATED NO
MORE THAN ONE MONTH PRIOR TO THE
INSTALLATION DATE. HOWEVER, A GRADATION OF
THE ACTUAL MATERIAL PLACED IN THE EXCAVATION
IS RECOMMENDED.
GRAVELLESS CHAMBER SYSTEM:
INFILTRATOR QUICK 4, ADVANCED
DRAINAGE SYSTEMS ARC36 (STANDARD),
OR ENGINEER APPROVED EQUAL.
-
COVER THE CHAMBER UNITS WITH A NON -WOVEN
FILTERILANDSCAPE FABRIC TO LIMIT FINE
MIGRATION INTO THE CHAMBERS
CIRCULAR IRRIGATION -STYLE VALVE
BOX & COVER - LID COLOR PURPLE
OR GREEN - LABEL "SEWER"
STANDARD INSPECTION PORT, TYP. (4"0 PVC
SOLID PIPE CUT TO FIT. LOCATE PER PLAN
VIEW. ATTACH REMOVABLE CAP OR
THREADED CLEANOUT ASSEMBLY.
COVER WITH 6" OF TOPSOIL
AND REVEGETATE
EXTEND
PIPE.MemoOMOF
- -
= e = __
_ _
(_
-_ \� PIPE TO REST ON BOTTOM OF
O
-)(_ -I=
_ _ _
____'4"0SCH.40T
AND DRILL (8") 1/2"0
1
_
I -I I-II-II-II-II-�I-I
II II \\� HOLES IN THE SEC TIONWITHIN
-II-II-II-II-II-
-II -II
-II-I-I-II-II-II-II
_
CHAMBER
USEAHOLESAW TOCUT
OUTCIRCLEOFF THE
a
CENTER OF THE UNIT
o
\ FILL OVER THE CHAMBERS
a
\
UNCOMPACTED WELL
\\� GRADED LOCAL SOILS.
t
DUE TO THE PRESENCE OF EXTENSIVE
BOULDERS, REMOVE 3-FEET OF
INSTALL A.i2"Wx24'LSPLASH
BLOCK BELOW EACH INLET PIPE
` IN -SITU SOIL FROM BENEATH THE
; PREFABRICATED PIPE SUPPORT .c
\ \
'•'. BED AND REPLACE WITH SECONDARY
.:_'. OR CHEMICAL RESISTANT ZIP
/
SAND (SEE NOTES) :.-
TIE HANGING SYSTEM (PIPE @ •,,,
\\
6 MIN. ABOVE BASE)
Gravelless Pressure Dosed Chamber
Scale: N.T.S.
-egeno
System Curve: -
Pump Curve:-•'
Pump Optimal Ranger!
OperaArg Point
Design Polrn
' 500 Gallon Top Seam as 1 CP
SOOT * with High Head Pump
DESIGN NOTES
• Design per performance test pal' ASTM
C1227
• Top surface woo 23.4 ft'
• f'c O 28 days; concrete = 6,000 PSI
Min.
Installation:
• Tank to be set on 5" min. sand
bed or pea gravel
• Tank to be bockfllled uniformly on
all sides in lifts less than 24" and
mechanically compacted
• Excavated material may be used for
backfill, provided large stones we
removed
• Excavation should be dewatered and
tank filled with water prior to being
Put In service fw installation with
water table less than 2' below grade
• Meets C1644-06 for resilient
connectors
• Inlet and Outlet identified above pipe
• Delivered complete with .internal piping
• Control Panel to be mounted in sight
line of tank
• 4` Maximum bury depth
ALLOWABLE BURY
(Based on Water Table)
WATER TABLE
ALLOWABLE
EARTH FILL
0' - 0"
3' - D"
1'-0'
4'- 0"
2'-Or
4'- W
3'-W
4'-0'
DRY
4' - 0'
*Service contracts availadte for maintenance.'
Top
View
Clear Access
/30 Section
_52._ View
Pump:
• Lowers TSS and improves effluent
quality to field
• Complete installation (wiring, panel,
mounting and start-up procedures)
• Complete warranty
Di in 5 tics
p
T Long x T Wide
5 w inlet
Insert
n r
Dimenslona
Net
Caaeit
P Y
Net Wei ht
e
_ _
Ld _ rank o al
I
Inlet
56-
le
Out t
54"or73"I
m.
L. h Width H t.
engt g.
58 5B" 92"
522 gals
1,340 Ibs i, 4,100 Ibs
5,640 Ibs
o VALLEY
0 PRECASTS lac.
Buena Vista, Colorado
Phone: 719-395.8784
Fax: 719395-3727
wel alte: www.valleyprecastcolm
Email: Unntdeek&alleyprecastoom
.TBnwoodsp Glenwood -
MAIMENANO _NOTES ,Glenwood Springs, «,, �
County of Garfield, a r, { �- , ,•�
1. TO ENCOURAGE THE HEALTH AND LONGEVITY OF THE OWLS SYSTEM, THE - State of Colorado
OWNER SHALL CONSIDER THE FOLLOWING: , Parcel No: 2185-282-88.033-
1.A. MINIMIZE THE AMOUNT OF WATER THAT GOES DOWN THE DRAIN, THE
DEFTER YOUR SYSTEM WILL WORK. '^ _
t t
1.8. MINIMIZE SOLIDS GOING DOWN THE DRAIN. j
1.C. ELIMINATE GARBAGE DISPOSALS OR KEEP THE USE OF GARBAGE
DISPOSALS TO A MINIMUM.
1.D. MINIMIZE GREASE AND OILS THAT GO DOWN THE DRAIN. +, 54 „•„•..' "
I.E. - USE LINT FILTERS ON LAUNDRY MACHINE DRAINS, N�
I.F. KEEP SAND AND DIRT OUT OF THE BUILDING DRAIN. T
3,
I.G. AVOID FLUSHING SANITARY NAPKINS OR PAPER PRODUCTS OTHER THAN�� �"'�t110�
1
TOILET PAPER.��\\� qq :-lr f, a±k✓ h•
1,H. 00 NOT USE LYE -BASED DRAIN UNCLOGGER CHEMICALS SUCH AS S IT� ,
DRAINO, OVEN -OFF, OR OTHER STRONG CLEANING AGENTS.
I.I. DO NOT PUT ANY "ROOT DETERRENTS" DOWN THE DRAIN.
0 NOT POUR PAINT THINNER, PESTICIDES, PAINTS OR PHOTO LAB-
CHEMICALSDOWNTHEDRAIN-
1.K. MINIMIZE USE OF CHLORINE BLEACH AND TOILET ADDITIVES.
m
2. THE OWNER SHALL CONTRACT WITH A SEPTIC TANK INSPECTOR TO INSPECT THE
TANK ANNUALLY FOR GREASE AND SEDIMENT ACCUMULATION. THE INSPECTOR 04
SHALL REMOVED AND PROPERLY DISPOSED OF ACCUMULATED GREASE AND
SEDIMENT AS NEEDED TO ENSURE PROPER FUNCTION OF THE SYSTEM. YICIITII,V Mao
2" DUPONT STYROFOAM BRAND
HIGHLOAD 60 XPS INSULATION
1�
/1 � J11 lr
• r IlROADBASE-
line insulation
1 "0 BALL VALVE &
TREADED
10"01RRIG. VALVE ASSEMBLY
BOX
1-1/4" x V PVC
REDUCER
1-1/4"0 PVC ELBOW 1-1/4"0 PVC
DISTRIBUTION PIPE
Flush Valve
Scale: N.T.S.
MATERIAL: HIGH -DENSITY POLYETHYLENE
WALL THICKNESS: TANK WALL .250"
DIVIDER WALL - .1911
I IN
-- - HOLE IN PARTITION
SYSTEM DESIGN & CONSTRUCTION NOTES:
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CDPHE REGULATION 43 ONSITE WASTEWATER TREATMENT SYSTEM (DvVTS) REGULATION, MOST CURRENT EDITION
AND LOCAL AGENCY REQUIREMENTS WHICH MAY OR MAY NOT SPECIFICALLY BE NOTED ON THE DRAWINGS,
THE CONTRACTOR SHALL BE RESPONSIBLE FOR KNOWING
AND CONFORMING TO SUCH SPECIFIC DETAILS. AS ARE REFERRED TO IN THE ABOVE MENTIONED REGULATIONS. THIS DRAWING DOES NOT CONSTITUTE AN OWTS PERMIT.
A PERMIT MUST BE OBTAINED FROM APPROPRIATE LOCAL AGENCY. THE CONTRACTOR MUST CONTACT THE LOCAL AGENCY HEALTH DEPARTMENT AND THE PROJECT
ENGINEER FOR INSPECTIONS OF THE CONSTRUCTED SYSTEM BEFORE BACKFILL A REQUEST FOR INSPECTION BY THE PROJECT ENGINEER AND THE COUNTY
ENVIRONMENTAL HEALTH OFFICER MUST BE MADE AT LEAST 72 HOURS PRIOR TO THE DESIRED TIME OF BACKFILUNG.
2. DEMAND CALCULATIONS (SEC 43.6 A 2.h)(TABLE 6 1) -
2.A. TWO (2) BEDROOM RESIDENCE USING TREATMENT LEVEL 1 (111).
2.B. AVERAGE DAILY WASTEWATER FLOW (ADWF) AND ORGANIC LOAD RATE (BOOS):
23.1. SINGLE FAMILY DWELLING: 75 gpdc & 0.20 BOD5lbs/day.
2.13.2. ADWF: 75 glad' (2 BEDROOMS " 2 PERSONS/BEDROOM) = 300 gpd
23.3. BOD, = 0.201bs/day * (2 BEDROOMS * 2 PERSONSBEDROOM) = 0.8016s/day
BOD5 mg/L = BOW1,000,000 = 0.80 lbs/day*1,000,000 = 319.74 mg/L
ADWF*8.34 300 gpd"8.34
2.6.4 CBOD, = BOD, * 0.85 = 272 mg/L
3. SEPTIC TANK (SEC43.9.B.2.a):
3.A INSTALL 1,000-GALLON TWO(2)-COMPARTMENT TANK (PER TABLE 9-1).
3.B. THE TANK IS NOT SUBJECT TO BUOYANCY.
4. ABSORPTION AREA CALCULATIONS:
4.A. LONG TERM ACCEPTANCE RATE (LIAR) FOR TREATMENT LEVEL 1 (11-7) OF 0.20 gpd/SF (SEE SITE & SOILS EVALUATION NOTES/DETAIL).
4.B. MINIMUM SOIL TREATMENT AREA, A:
A = ADWF = 300 = 1,500 S.F. -
LTAR 0.20 gpd/S.F.
4.C. SIZE ADJUSTMENT FACTORS. PRESSURE DOSED BED =1.0 (TABLE 10 2); CHAMBERS = 0.7 (TABLE 10 3).
4.D. A,adi = 1500 SF * 1.0 * 0.7 = 1,050 SF
4.E. GRAVELLESS CHAMBER SYSTEM:
4.E.1. INFILTRATOR QUICK4.1 G50 SF/ 12 SF/UNIT = 88 UNITS IN A TWO (2) BED CONFIGURATION (4x 11 UNITS EACH).
4.E.2. ADS ARC36 (STANDARD): 1,050 SF/ 15 SF/UNIT = 70 UNITS. INSTALL 72 UNITS IN ATWO (2) BED CONFIGURATION (4 x 9 UNITS EACH).
5. THIS SYSTEM IS SIZED FOR TYPICAL HOUSEHOLD WASTES ONLY. BACKWASH OR FLUSHING FLOWS FOR REVERSE OSMOSIS UNITS OR WATER SOFTENERS AND/OR FILTERS
SHOULD NOT BE INTRODUCED INTO THIS SYSTEM. BACKWASH AND FLUSHING FLOWS SHALL BE DISPOSED OF WITHIN A SEPARATE INFILTRATIVE SYSTEM (SEE BELOW).
6. CLEAN OUTS ARE REQUIRED AT THE HOUSE AND AT ALL BENDS GREATER THAN 45' AND AT LEAST EVERY 100-FEET BETWEEN THE HOUSE AND THE SEPTIC TANK.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WATER TIGHT COMPONENTS THROUGHOUT THE SYSTEM TO PREVENT INFILTRATION.
B. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS PORTS TO FINAL GRADE. PORTS SHALL BE MARKED IF CAPS ARE TO BE BURIED,
9. INSTALL 3-INCHES OF BLUEBOARD INSULATION, 3-FEET WIDE, OVER SEWER AND EFFLUENT PIPE WHEREVER DEPTH IS LESS THAN 3-FEET. UNDER NO CIRCUMSTANCES
SHALL COVER BE LESS THAN 2-FEET.
10. SITE PLAN INFORMATION FROM OTHERS. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG AS ALL MINIMUM DISTANCES AND SLOPES MEET
THOSE REQUIRED.
BACKWASH OR HUSHING FLOWS:
1. DEMAND CALCULATIONS
I.A. WATER SOFTENER -= 15% OF DAILY USE = 300 gpd * 0.15 = 45 gpd
1.8. REVERSE OSMOSIS (RID) UNDER SINK = 2 opal * 4:1 WASTE * 4 PERSONS = 32 go
1.C. TOTAL= 77 gpd
1.D. GRAVELLESS CHAMBER STORAGE CAPACITY:
I.D.L. INFILTRATOR QUICK 4: 43 gallons =. USE 2 CHAMBERS
1.D.2 ADS ARC 36: 59 gallons = USE 2 CHAMBERS
1.E. PERCOLATION CHECK (< 24 HOURS):
1.E.1. CHAMBER STORAGE DEPTH: 121N., PERCOLATION RATE (1): 90 MPI (SOIL TYPE 4)
1.E.2. TIME = (DEPTH * 0 * 1 HOUR = (121N. * 90 MPI) * 1 HOUR = 18 HOURS.
60 MIK 60 MIN
SERIAL NUMBER EMBOSSE
CAN BE REFERENCED T
OF MANUFA
)RWESCO, INC.
ONIFACRIS, MN
JAN CAPACITY
I COVER 3.0 FT.
OPERATING VOLUME: PRIMARY COMPARTMENT: 662 GALLONS S1ZI
PERATIG N VOLUM
E: SECONDARY COMPARTMENT 338 GALLONS B
0
SCAL
GALLON LOW PROFILE SEPTIC TANK -
17RCOUN DAR3 IE S
UNLIMITED INC
CIVIL ENGINEERING,
LAND SURVEYING€ BEYOND
923 Cooper Avenue, Sit 201
Glenwood Springs, CO 01601
tele:970.945.5252
www.hu-ific.com
Engineer or Surveyor Seal
L�CF,L
OQ`PDO
ON • tl'F
a Wq�
c�\'.• �� •
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:oQ 3/27/24 y'
37110
FSSIDNA�`���
Client Information:
Stephen Zanetich
8 0akview Terrace
Swedenhoro, NJ 08085
856.472.1831
Subsurface Utility Engineering (SUE)
Required Project: N
If "Yes", SUE Certification by:
Firm: NIA
Job #: NIA
Date: NIA
NORTH
0 20' 4U
Scale: l" = 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
25019
Filename:
Designer:
Designer.
C4,1
dkw
Drafter:
dkw
Date:
8127125