HomeMy WebLinkAbout2966 E Lake Creek Rd - 210518401002 - 0802ISINDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
Eagle County Department of Environmental Health PERMIT N2 0802
P.O. Box 850 - 550 Broadway
Eagle, Colorado 81631
Telephone: 328-7311 or 949-5257 or 927-3823
YELLOW COPY OF PERMIT MUST PLEASE CALL FOR FINAL INSPECTION BEFORE
BE POSTED AT INSTALLATION SITE COVERING ANY PORTION OF INSTALLED SYSTEM
Owner: Monroe Property Company Telephone: (312) 407-6740
Address: 200 West Madison, Chicago, ILL 60606
System Location: 2966 E. Lake Creek Road - Edwards
Licensed Installer: f, i License Number:
Conditional installation approval is hereby granted for the following: 5 ,/ o 'l 1pxq, j
Minimum requirements s�_ C Gallon Septic TanlFor Aerated Treatment unit
Absorption area of dispersal area computed as follows:
Percolation rate:_1_ Inch in 10 Minutes
Absorption area per bedroom Sq. Ft.
Number of Bedrooms X Sq. Ft. minimum requirement per bedroom -
equals Total Sq. Ft. minimum requirement
Special Requirements: 111E SLpriC 4ow k sEgwyc, �'!� ' " %4KE,�5 U10%T SVO'Lle o
C-losee In eypir bur s�-y' A6,*, fhc coell
Date: �- % c� Environmental Health Officer:
CONDITIONS:
1. All installations must comply with all requirements of the Eagle County Individual Sewage Disposal System
Regulations, adopted pursuant to authority granted in 25-10-104, C.R.S. 1973, as amended.
2. This permit is valid only for connection to structures which have fully complied with County zoning and building
requirements. Connection to or use with any dwelling or structure not approved by the zoning and building
departments shall automatically be a violation of a requirement of the permit and cause for both legal action and
revocation of the permit.
3. Section III, 3.21 requires any person who constructs, alters or installs an Individual Sewage Disposal System to
be licensed according to the regulations.
FINAL APPROVAL OF SYSTEM:
No system shall be deemed to be in compliance with the Eagle County Individual Sewage Disposal System
Regulations until the system is approved prior to covering any portion of the system. I//
INSTALLED ABSORPTION OR DISPERSAL AREA: 1 � SQ. FT.
'S5'.
r"
INSTALLED SEPTIC TANK: L C' - 0C GALLONS; � DEGREES; FEET
DESIGN ENGINEER OF SYSTEM: ��i.v /�i �� r, �4ss��,., '� �i' 6C.
INSTALLER OF SYSTEM: '�-�f'-� PHONE:
SEPTIC TANK CLEANOUT TO WITHIN 12"OF FINAL GRADE OR
AERATED ACCESS PORTS ABOVE GRADE: YESX,_ NO
PROPER MATERIALS AND ASSEMBLY: YES X NO
COMPLIANCE WITH PERMIT REQUIREMENTS: YES NO
COMPLIANCE WITH COUNTY / STATE REGULATION REQUIREMENTS: YES NO
COMMENTS: �� �✓ �.. ��.2ri► 33) 3
(Any item checked NO requires correction before final approval of system is made. Arrange a re -inspection when
work is completed.) ) __ � 7 ,.
DATE (Final Approval)/ ENVIRONMENTAL HEALTH OFFICER:
DATE (Re -Inspection) ENVIRONMENTAL HEALTH OFFICER:
RETAIN WITH RECEIPT RECORDS PERMIT
i
Name of Applicant: �Y� LCEr fe_ n'S� 4 ,) Name of Owner: o XY`�---
w1,3q9(0
p ��� �i-, r
Amount Paid: ` s Receipt Number: 3 Date.n � -� -n c Cashier:A._-P'n tZ
White and Pink Copies - Environmental Health Department Yellow Copy - Applicant / Owner
AP?r r, 7CI \L ';F'�AGF D T`.. q.*,I. . . __`. P77..,T7
iiEALTH OFF :CE - EAGLE- COUNT:
16. P.O. wN 350
Eagle, Colorado 81631 No.
PER -MIT AP?- LICATTO`: FEE: S150.00 328-7311 PF7.00L.\T10N TEST F=7: 50.nr)
NAME OF OVN ER: Monroe Property Company
ADDRESS: 200 West Madison, Chicago, Ill 60606
NAME OF UPLIC:\.`IT (if different froia owner) :
ADDRESS:
same
Pffo,:E: (312) 407-6740
PHONE:
DESIGN ENGINEER OF SYSTDI (if applicable): Marston/Kinney & Associates, Inc.
ADDRESS: 2775 Crossroads Blvd., Suite 110, Grand Jct.,RYn6 PHONE: (303) 243-2386
INS ALL.NTION OF SYSTEM: P. Etters Construction
Licensed Installer (see attached list): YES NO
ADDRESS: 500 Lion's Head Mall, Vail, CO" 81657 PHONE: (303) 476-0410
PERMIT APPLICATION IS FOR: (X ) New Installation ( ) Alteration ( ) Repair
LOCATION OF PROPOSED INDIVIDUAL —SE'. —FACE DTSPOSAL SYST,^.I:
Street/Rural Address: Lake Creek Road —,-Edwards, CO 81632
Lot Size: 65 acres, see buildin ermit (lengthy)
Legal Description: southeast 1 of Section 18, Township 5 South, Range 82 West,
ado
BUILDING OR SERVICE TYPE (checkagaoolQcable cateColozory
C cate_er•:)
(X) Residential - Single Family ( ) Residential - Quadplex
( ) Residential - Duple:c ( ) Co.-- ercial (state •sage)
( ) Residential - Tr_olec
NUMBER OF PERSONS: 2 permanent, 2 intermittent
WASTE TYPES (check applicable cate^_ories):
( ) Commercial or Institutional
( ) Non -Domestic Wastes
(X) Garbage Disposal
(X) Automatic Washer
( ) Other
`TYPE OF INDIVIDUAL SET -.AGE DISPOSAT. S1'S77'-i PKn?nc,T)-
NTrMRER OF BEDR00`IS : seven
( X) Ihaelling
( ) Transient Use
( X) Dish::asher
( X) Spa Tub
(X)
Septic Tank
(
) Composting Toilet
(
)
Incineration Toilet
(
) Vault Privy
(
) Greywater
(
)
Chemical Toilet
(
) Pit Privy
(
) Aeration Plant
(
)
Recycling, Potable Use
(
) Other
(
)
Recycling, Other Use
WILL EFFLUENT BE DISCHARGED DIRECTL'i INTO T.•.'AT='RS OF THE STATE: YES ( ) NO ( X )
IS SYSTT•I DESIGNED FOR tES S 1 HAN 2,000 GA LO`:S P = R DAY: YES (X ) NO ( )
WASTE:•!ATER FLOW REDUCTION' PLAN: YES ( ) NO ( X )
(I S Ve s , see attached was.t exi-te.~. Seew Leduc ti.on ,ne Jcods )
NOTE: The Env,&Lo;uneiLta.L' Hecce.-Lj'c O'a.i.c_nL may "Lcducc ti.e •-Leouited ab.sa-Lpticjt a,tea u;:on
app:Lavae a3' an adcquatc ctas.tz:rat2•11 5<ccu .7eductLo;t ,�x ;c.
SOURCE AND TYPE OF IdATER SUPPLY: ( X ) Well Creek/Stream
Give depth of all wells within 200 feet of system: n/a -
If supplied by community water, give name of supplier:
SIGNATURE:.�a �c� - %Uv: w DATE: 6 /1) J87
-
INFOUATION BELOW TO BE FILLED OUT BY ENVIRON.'IEhrfAL HEALTH OFFICER:
GROUND CONDITIONS: Penc-Uzt G.7ou►cd Seope
Dept. .to Bed'coel, (pe?c 8' P,to'iee Hofe)
Depth .to Gnoundaca,te t Table
SOIL PERCOLATION TEST RESULTS: 7Z5ZZtcs pe,•c .c nEL in Fo—Ze T l
itt6w-tes pen inc/c .to Ho.ee #2
FINAL DISPOSAL BY:
( ) Ab,so.-ptc:-A Tten.ch., Bed o". P-Lt ri` 14 ( ) Evapo.ttajtspi.�cttion
Above Gnou►cd D.i,spe,'sa.L' ( ) Saud Fi-Etct
( ) Undc g.%ou►cd Dispc-isae ( ) (Vas.texa.te'L Pond
( 1 O.the,Y
4,noujLt Pa.i.d: Recci.,)t Ncunbc-% �j/��lp Date:
-`----------------------- _55/0------------------•
NOTE: Site Plan must be attached to'application.
See Building Permit Site Plan.
(Env. Health Department - Rev. 4-07-33)
EAGLE COUNTY ENVIRONI�XENTAL HEALTH OFFICE
Date Routed
Location
5//� -
App i i cation -No
Please revie,,i the attac' J Individual Se,rage Disposal System Permit Application and return
it with this completed ^m to the Environmental Health Office.
PLANNING: Complies wit
Subdivision Regulations:
Zoning Regulations:
Recommend Approval:
COINMIEINTS : '
BUILDING: Complies with -
Building Permit Applied For:
Building Permit Issued:
Recommend Approval:
COMMENTS:
ENGINEER: Complies with -
Roads:
Grading:
Drainage:
Recommend Approval:
COMMENTS:
ENS/ I RON IENTAL HEALTH:
Complies with -
Floodplain Permit Necessary:
I.S.D.S. Regs. Compliance:
Recommend Approval:
YES tin -RGVT71.1r7n ov
Nelop
- --
UMIC.
i
YES NO REVIE!•!ED BY DATE
I I
1-7
I I -
YES NO I RE%IIE':JED BY DATE
_ YES
NO
REVIE14ED BY
DATE
I
SUNDESIGNS ARCHITECTS
901 Blake Avenue
GLENWOOD SPRINGS, CO 81601
(303) 945-2201
TO Marston/Kinney & Associates, Inc.
2775 Crossroads Blvd., Suite 110
ILcEUTEa orsTURZEDUURL
DATE 6/22/87 S —0.86008
ATTENTION
Norm Kinney
RE:
Monroe Property
WE ARE SENDING YOU L2CAttached ❑ Under separate cover via us mail the following items:
❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
Q Copy of letter ❑ Change order ❑
COPIES
DATE
NO.
DESCRIPTION
1
6/22/87
copy of Chen & Associates letter re: Percolation Test
THESE ARE TRANSMITTED as checked below:
❑
For approval
❑
Approved as submitted
n
For your use
❑
Approved as noted
❑
As requested
❑
Returned for corrections
❑
For review and comment
❑
❑
FOR BIDS DUE
19
REMARKS
❑ Resubmit .copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PR!NTS RETURNED AFTER LOAN TO US
COPY TO
SIGNED:
I'MV243 =7Wk &d..A%M 01471 It enclosures are not as noted, kindly notify us at once.
Chen & Associates Glen Road 154 Glenwood Springs, CO 81601
Consulting Geotechnical Engineers 301945-7458
June 22, 1987
Subject: Percolation Test,
Monroe Property,
East Lake Creek,
Eagle County, CO
Job No. 4 198 87
Sundesigns Architects & Planners
901 Blake Ave.
Glenwood Springs, CO 81601
Attn: Dean Moffatt
Gentlemen:
Casper
Colorado 30nngt,
Denver
Ft Collins
Phoenix
Rock Springs
Salt Lake City
San Antonio
D
JUN 221987
SUNDESIGNS ARCHITECTS
As requested, we performed a percolation test in an existing back -
hoe pit at the subject site. Chen & Associates, Inc., previously con-
ducted a subsurface study for design of foundations at the site and re-
ported our findings to you on June 12, 1987.
The percolation test was performed adjacent to Pit 2 near the east
end of the proposed building. 'Ihe percolation hole was dug on June 19
and the test performed on June 20 after soaking. The test results are
shown on the attached table.
Based on the test results, and the soil profile encountered at Pit 2,
the area appears suitable for a conventional infiltration septic system.
After the infiltration disposal area has been determined, a percolation
test should be conducted for final sizing.
call. If you have any questions, or if we can be of further assistance, please
Sincerely,
Chen & Associates, Inc.
By_.,w_
Steven L. Pawlak, P.E.
SLP/lc
attachment
TABLE I
PERCOLATION TEST RESULTS
6-20-87
Job No. 4 198 87
WATER DEPTH
WATER DEPTH
HOLE HOLE
LENGTH OF
AT START
AT END
DROP IN
AVERAGE
NO. DEPTH
INTERVAL
OF INTERVAL
OF INTERVAL
WATER LEVEL
PERCOLATION RATE
(In.)
(Min.)
(Inches)
(Inches)
(Inches)
(Min./Inch)
1 48
10
12
10.75
1.25
8
10
10.75
9.75
1
10
15
9.75
8.5
1.25
12
MARSTON/KINNEY
& ASSOCIATES, INC.
2775 Crossroads Blvd. Suite 110
GRAND JUNCTION, COLORADO 81506
(303) 243-2386
TO Environmental Health Office — Eagle County
P.O. Box 179
Eagle, CO 81631
WE ARE SENDING YOU XJ Attached ❑ Under separate cover via_
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
LIEUTEQ (IF MRAS uNUUML
DATE
Aug. 11,1987
JOB NO.
7062
ATTEN,E'Pic Edeen
RE:
Monroe Residence
the following items:
❑ Samples ❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
1
Application For Indvidual Sewage Disposal System Permit
1
Copy of Chen & Associates Letter re: Percolation Test
1
Cut Sheet of Leach Bed Tubing (Advanced Drainage Systems, Inc.
THESE ARE TRANSMITTED as checked below:
1l For approval ❑ Approved as submitted
]K] For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ FOR BIDS DUE 19
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TODean Moffatt
SIG (DRS)
PRODUCT 2403 a wc., crown, Mux 014n. If enclosures are not as noted, kindly n . us at once.
COLORADO DEPARTMENT OF HEALTH
GENERAL SANITATION SURVEY REPORT
FOOD AND DRUG
I RM NAME
.00ATION
WNER
ADDRESS %%
IANAGER COUNTY (/E
INSPECTION OF
YOUR
AT THE ABOVE
LOCATION REVEALED THE FOLLOWING
1.
DEFICIENCIES:
PREMISES:
ESTABLISHMENT TYPE
DUST CLEAN OTHER
/
/
2. WATER SUPPLY: ADEQUATE
3. LET -LAVATORY: FACILITIES
4./ ASTE DISPOSAL:
SAFE TYPE
GOOD REPAIR CLEAN
r-- C REFUSE PRODUCT WASTE
TYPE -�� i�
5.
VECTOR CONTROL:
`SEWAGE
RODENTS
INSECTS VERMIN PROOF
b.
BUILDING:
CONSTRUCTION
MAINTENANCE CLEAN
7.
EQUIPMENT:
ADEQUATE
GOOD REPAIR CLEAN
STORAGE
B.
CONTAINERS -UTENSILS: CLEAN
SANITIZED STORAGE
9.
REFRIGERATION:
CLEAN
TEMPERATURE THERMOMETER
STORAGE DRAINAGE ."
10.
FOOD:
OPERATION
STORAGE TRANSPORTING
NON-FOOD HANDLING
OTHER
11.
MISCELLANEOUS:
ANIMALS
DRESSING ROOM PERSONNEL
HAZARDS OTHER
✓� UNSATISFACTORY - ExPLAIN IN REMARKS SECTION '
REMARKS:
F� 1
�o
<<
5,E
DATE: � (./ / v RECEIVED BY:
FS•MFn 55 (1-71-50)
SANITARIAN:
r
�.
YJ
t• n •�' ���fa' `jlrS �'�« «ti � � � r+ 1 y.� r. '.`1 � 'y+f+�r .a, f �%i� i,tf• 7.
ip
10,
,t�'! •f. "'.�ngi c'�.r�1�+��r i1K•: �t a�'��r':� {r k.-;+��ti �i�f � x� '• 1 • + ... ,�,,�i ��
..,,',yam'" . + -s � ti, r s .i•'..� � �ry.
ti{firy��0eSf�Y.y ti •ckiF+�•�a,yY' ,� �'�Xiy�} t' 7 j ,f
._o[•$to(=-Z* *
lop
f
1'
111111'' �
Surface
Original soil backfill
• R tPf '
.
min.►
r min.
DRAIN GUARD prolec
five wrap (soil inter-
face)
Trench sidewall
Drain holes, located
60 off bottom center
fine, provide outlet fort-i;•.
effluent.
�w
Trench bottom 1
Qmay^
i ,a
-.01-8'or 10—
Sludge retained in pipe '(
to reduce soil interface J
clogging
� t ,
• ,'('j'Zd^;; 741
tt• � �
SB2 S11St2Eit sm Ii2W standards for o
The SB2 concept is the newest and most
innovative in leach bed design. It was de-
veloped by professional sanitarians, John
Shroff and John Barnes. The system is now
being marketed to contractors and suppliers
exclusively by Advanced Drainage Systems,
Inc. Years of research has proven the S132
system to be an effective alternative to con-
ventional gravel leach beds when installed
in areas suitable for conventional on -site soil
absorption systems.
In 1980, a research project was con-
ducted to evaluate the performance of 100
S132 systems which had been installed in
Montgomery County, Texas.
The results of this study indicate that S132
systems function as well as, or better than,
the conventional leach bed systems which
were installed in similar soils.
The report prepared by Dr. B. L. Carlile of
Texas A & M University and D. J. Osborne
of North Carolina State University stated:
"On the basis of this study, the design
criteria for SB2 systems should be based on
the same soil and site parameters as a con-
ventional (gravel) system. On sites where
conventional systems should function satis-
John Barnes, John Shroft
developers of the SB2 system
factorily, so should SB2 systems."
The report states that the primary advan-
tages of the SB2 system are to:
A. Promote improved distribution of waste-
water in the trench.
B. Increase retention of solids in the pipe.
C. Increase capillary movement of waste-
water around the soil interface.
D. Eliminate the need for gravel and reduce
heavy equipment traffic.
E. Reduce labor and installation costs.
S1132 is available in both 8 and 10 inch
diameter corrugated polyethylene tubing
with specially designed perforations, en-
cased in factory installed Drain Guard" pro-
tective wrap.
The S1132 gravel -less system provides as
much storage capacity and surface area for
effluent absorption as a gravel leachbed
system. The SB2 tubing is designed to pro-
vide increased retention of suspended
solids.
The result is a highly efficient, gravel -
less, leach bed system that is much easier
to install than conventional gravel absorption
systems.
Locating holes 60 off bottom center line creates
additional sludge storage space.
In if
nc�fxn�r•:a�a�lnlrtumea�•a�f:wtt:t
?rl
PIE
`
Faster and easier to install
The SB2 tubing can be installed with less
labor and equipment on all types of site con-
ditions where conventional gravel systems
are permitted, using the same basic equip-
ment and techniques. (See "SB2 Gravel -
less Leachfield Installation
Recommendations.")
- IM
am, "I I I. 'i",% . - � I
DRAIN GUMP.D Protective Wrap
The DRAIN GUARD protective wrap pro-
vides an excellent soil interface for the pas-
sage of effluent into the soil. The valleys of
the corrugations function as additional stor-
age capacity since the DRAIN GUARD fab-
ric bridges the corrugations and allows for
the free movement of the effluent out and
,i,ound the pipe.
1 Itr mlijor advantages of the SB2 system
are the size of the tubing and the location of
drain holes. The outside diameters of
use 3 .and 10" SB2 tprovide an
equivalent of 21, aril 3 s care feet, respec-
tively, of soil absorp,t Q area per lineal foot.
The location of the drain holes. 60' off the
bottom center line, provides additional
sludge storage capacity, which increases
retention time.
Drain Guard limits soil particle in-
filtration and allows effluent to
pass through to soil.
DRAIN GUARD protective wrap is
overlapped and sonically-welded
to provide 360' coverage of line.
Monitoring and Cleaning
The ability to monitor and clean out the
distribution line is an important feature of
the S1132 system that is not possible with a
gravel leach bed system. With an inspection
port added at the end of the distribution line
the sludge level can be easily monitored
and the distribution lines could be back -
flushed during regular septic tank main-
tenance. Although back -flushing will not
be necessary in most installations, it is
important that the homeowner be able
to check the sludge level.
Drain Holes
Sludge
Inspection Port
The large diameter tubing pro-
vides greater storage capacity per
linear foot and permits slow move.
ment of effluent, therefore increas.
ing retention time.
Easy -to -use heavy-duty ADS fittings
Split Coupling
lryo
3"-311 8"- 811
4"-411 10"-1011
5"-511 12'-1211
6"-fill 15"-1511
Snip Adapter
1
3"-362 6"-662
4"-462 8"-862
5"- 562
Septic Tank Adapter
ally"
Non -Perforated Tubing
3'-351-300' Cods
4"-451--250' Coils
5"-551-165' Coils
6" - 651- 100' Coils Septic System
B 851 -20' Lengths Leach Field Tubing i
10"-1051 -20Lengths (W to 3/4" dia. hole.)
12"-1251-20'Lengths q"__g02-10'Len the
18""-1851- 30510'Sec6ons
1-1-' Lengths (402 also available n coils.)
(351 and 451 also available in
bundles of ten- 10' lengths.)
Snap Tee
A
r
3"-321 5"-525
4"-421 6"-626
d� Tee
494
cl 1
4" straight end
fits ADS adapter 463
for ADS Plastic Tubing
Offset Connector
8" x 4"- 840
10" x 4"-1040
Blind Tee
i9f
3"-341 5"- 541
4"-441 6"-641
Septic Tee
No. 495
adapts to cast Iron
45- "Y"
Y
W-322 5"-522
4"-422 6"-622
'SB2
Gravel -less Leach Bed Tubing
Filter wrapped. 112" holes.
8" 8 10" diam. 20 ft. lengths.
Advanced Drainage Systems, Inc., is America's
leading manufacturer of quality corrugated polyeth-
ylene pipe. Manufactured of selected polyethylene
resins, ADS pipe meets the strictest product quality
standards and industry specifications.
In addition, ADS manufactures a complete line of
fittings and couplings, simplifying installations for
highway and construction drainage applications.
From coast to coast, ADS tubing is available
through the industry's most extensive distribution
network. For the name of your local distributor,
contact the nearest ADS sales office.
Reducing Tee Muhiple)
s'o
84 8to 8" 8" to 6"
8" to 5" 8" to 4"
1044--10" to 10' 10" to 8"
10" to 6"
adapts to clay
Distribution
Boxes
1369- Regular
Split End Cep
40
3"--331 8' 831
4"-431 10"-1031
5"-531 12' 1231
6"-631 15'-1531
Septic Vented Ell
No. 497
4
ilow
'.370-Hillside
Sump Liners & Lids
For Basement 45' ELL
� Y1
1536 1537 4"-445
Regular Lid Heavy Duty Lid
9e'ELL
ba
1r
k+
At
1530 1524 3"-390
30' Liner 24" Liner 4" -490
Nationwide Sales and Manufacturing Network
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;,nestm".1nr,
Insist ors the ADS green stripe.
It's your sign of quality—# 1 in the land.
=03,
ADVANCED DRAINAGE SYSrEMS INC
Corporate Office / 3300 Riverside Drive, Columbus, Ohio 43221 / (614) 457-3051
1. ", nrf D,ainaga S"", '_ 1992 Ad r.9nrs ✓f« . l 11-11 .n U S A F,« xl '~S,N + nrarn (i,ard ra a A", s1«r«d T18d«ma111 If Advances] D,:«nay« iY,l % lnc US Pa1..n1 Nn 3649 M an0'1830373 « Tn« rr Slap« �, , 11 S P.—I and Tr« .1, 011—
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SB2 Installation Guidelines
i NTRnni irT i nN
The SB2 system is an advanced alternative to gravel filled soil absorption trenches for septic
tanks. SB2 corrugated polyethylene tubing is encased in a factory installed DrainCuard® protective
wrap. It is available in both 8-inch and 10-inch inside diameters, and in 20-foot lengths.
SITE FACTORS & SYSTEM LAYOUT
1. SB2 may be used on any site suitable for conventional gravel drainfield lines.
2. High water tables and/or slowly permeable soils severely effect the performance of
all soil absorption systems.
3. S132 systems can utilize any method of effluent distribution used in conventional systems,
i.e. distribution boxes, hillside boxes, serial distribution, manifolds, etc. For systems
utilizing serial distribution, the S132 should be installed with each line following the
contour of the land. Individual lines are to be joined with a connecting lateral that
provides a one -inch maximum head on the upper line (Figure 1). This insures that the upper
line is full to capacity before any effluent can overflow into the next line.
4. All plumbing connections between the house and the S62 drainfield, including the septic tank,
should be identical to those specified in the local regulations for conventional gravel
systems.
5. All setbacks and distances from soil absorption lines to property lines, wei;c, lake shores,
seasonal groundwater, bedrock, etc., should be specified as is required in the local rules
and regulations for conventional gravel systems.
6. SB2 can be used in conjunction with any locally approved septic tank or aerobic unit.
TRENCH EXCAVATION
1. Recommended trench width for the S82 gravel -less drainfield is 18-24 inches. Tight soils may
require a 24-inch wide trench to insure proper backfill around the bottom and sides of the
5132 (Figure 2).
2. Trench depth is normally 18-24 inches to allow for 6-12 inches of native soil backfill.
No gravel is required. The trench must be deep enough to insure that the flow line of
the septic tank is at least one inch above the top of the SB2 (Figure 3).
3. Trench lengths should not exceed the maximum allowable lengths for conventional gravel
systems. The trench bottom should be level with a maximum slope of 1" per 100 lineal feet.
PIPE INSTALLATION
1. The factory installed black shipping bag must be removed prior to placement in the trench.
2. The 20-foot lengths of SB2 must be placed in the trench with the green stripe up and joined
with ADS split couplings. The DrainCuard@ should then be pulled over the joint to reduce
soil infiltration.
3. Either plain end caps or optional inspection/cleaning ports (Figure 4) can be used at the end
of each line.
4. S132 lines should be held in place during initial backfilling to prevent movement of the pipe
in the trench.
5. A loose granular soil backfill will enhance the performance of the 582 in slowly permeable
soils.
6. Large clumps and rocks should not be used as backfill.
7. All drainfield installations should be seeded as soon as possible to prevent soil erosion due
to rainfall.
Reducing
Tee -
Ground Level
10" x 4" or 8" x 4"
1"
MIN
Offset Adapters
May Be Used in
Green
Lieu of ADS
:Stripe
Reducing Tee
4" Smooth
Pictured
Wall
or
Green
4" Corrugated
�— , Stripe
SB2
Pipea
\
Trench Separation Per
Figure 1
State or Local Code
Connecting Lateral -Serial Distribution
SB;
(Not To Scale)
18-24'e6" MIN.
Ground LevelEnd
Cap
Drain
Guard
Green
Location
Nylon
Protective Wrap
8" or 10" Non
Perforated Spacer
Stripe
May Be Necessary
18-24""
To Extend Cap
8" or 10"
8" or 10"
To Ground Level
SB2
SB2 Inspection Port
(Optional)
Figure 4
Optional Inspection/
Figure 2 Drainholes
Cleanout Port
S132 Cross -Section View
(Not To Scale)
(Not To Scale)
4" Sanitary Tee
Liquid Level
Tank May Be Multi -Compartment
Ground Level
8" or 10"
Septic Tank Flow. Line— End Cap
7"x4
10" x 4" Offset Adapter 8" or 10" S132
Septic Tank
Figure 3 S132—Side View
(Not To Scale)
SECTION 66-20-19(2) OF THE COLORADO PURE FOOD AND DRUG LAW IS QUOTED BELOW;
UPON COMPLETION OF ANY SUCH INSPECTION OF A FACTORY, WAREHOUSE,
CONSULTING LABORATORY, OR OTHER ESTABLISHMENT, AND PRIOR TO LEAVING THE
PREMISES, THE AUTHORIZED AGENT MAKING THE INSPECTION SHALL GIVE TO THE OWNER,
OPERATOR, OR AGENT IN CHARGE A REPORT IN WRITING SETTING FORTH ANY CONDITIONS
OR PRACTICES OBSERVED BY HIM WHICH, IN HIS JUDGMENT, INDICATE THAT ANY FOOD,
DRUG, DEVICE, OR COSMETIC IN SUCH ESTABLISHMENT CONSISTS IN WHOLE OR IN PART
OF ANY FILTHY, PUTRID, OR DECOMPOSED SUBSTANCE OR HAS BEEN PREPARED, PACKED,
OR HELD UNDER INSANITARY CONDITIONS WHEREBY IT MAY HAVE BECOME CONTAMINATED
WITH FILTH OR WHEREBY IT MAY HAVE BEEN RENDERED INJURIOUS TO HEALTH. A COPY
OF SUCH REPORT SHALL BE SENT PROMPTLY TO THE DEPARTMENT.
1
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Monroe Properties
JOB P JOB NO.
JOB LOCATION
BILL TO
DATE STARTED
DATE COMPLETED
DATE BILLED
JOB COST
SUMMARY
TOTAL SELLING
PRICE
TOTAL MATERIAL
,4
_
PERMIT # 802
OWNER: MONROE PROPERTY COMPANY
=:.
LOCATION: 2966 E. LAKE CREEK ROAD EDWARDS
INSTALLER: RON AST
_
SIZE OF TANK: 2- 1000 GALLONS TANKS
` +`�`
--
Via•
DWELLING: RES. SINGLE FAMILY
PERC RATE: 1 INCH IN 10 MINUTES
ABSORPTION: 2 - 80 FT. LATERALS
FINALIZED: 10-5-87 BY: ERIK EDEEN
ROFIT
COSTS
PRICE
'
ROFIT
Printed in U.S.A.
