HomeMy WebLinkAbout03744'
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SYSTEM DESIGN
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GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT
1ot Blh Street Suite 303
Glen-od Springs, Colorado 81801
Phone (303) 945-8212
~/_,,_.f"""'-5LO~-Septic Tank Capacity (gallon) ______ ,Other
______ Percolation Rate (minutes/inch) Number of Bedrooms (or other) /./ f /
Permlt N ~-3744
Assessor's Parcel No.
This does not constitute
a building or use permit.
Required Absorption Area -See Attached
!?oc I< I"'"" h t-1,rz, O ~ I""'"" h ·:!_J.,._,,.,,,,-:,,.flS T/("nch _ pcs
1.:!:J l µ:.J-. <' A1 /'4Y'6.,, ..r rJ<-> l) __ ) c 'J
Special Setback Requirements: i::t> i "'" ,J, (1.,f,"'"""l'.3""""' 13,. CJ I pc 5
Date ________ ...,... ____ Inspector ____________ ..._ ______________ _
FINAL SYSTEM INSPECTION AND APPROVAL (as installed)
Call for Inspection (24 hours notice) Before Covering Installation
System lnstaller ________________ ~------------------------
Septic Tank Capacity ______ 7£u+'-="'· .,C...._,1"-~==-=--Sf--"'c;-F-'ILLhff"-'="----?uLr::::a"'.f''----'t',-'-'d-rt"-'--"---------
Septic Tank Access within 8" of surface --------------------------------
Absorption Area----------------------------------------
Absorption Area Type and/or Manufacturer or Trade Name --------------------------
Adequate compliance with County an~ State re-9.)lations/requ~rement~-, _,......-,
Other -r;.,,,, '(;,14@-,J L ".'.\_, ~c.,,1qf&tj · 14,ii ,,,,,., , --' r:-)
Date __ '5-'-'i'~-~/--Q~,:~)~ ______ lnspector f U..'>'M 14# \\,~'ii : 7C
-__ _j,
RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE
•CONDITIONS:
1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter
25, Article 10 C.RS. 1973, Revised 1984.
2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con-
nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a
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requirement of the permit and cause for both legal action and revocation of the permit. ~
3. Any person who constructs, alters, or installs an individual sewage disposal system in a manner which Involves a knowing and material
variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense ($500.00 fine-6 ~
months in jail or both).
While-APPLICANT Yellow -DEPARTMENT
•
INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATI01'1
OWNER._~J~,~>SR-...,_f=L_,_.__~~~"c.=-o~Z=q&~k"----_______ ~
ADDRESS Tf7D Mab/< L61Acl-5) JI ctlHONE -----CONTRACTOR__,c;;;~k"""'"'-"o/"'--_,,./Lr~,..,,.~s.._~;l':,-v1r"-"-~~~~~~~-~
ADDREss_l~tf~5~1 __ ,$':~fr.f""P"5~r~f~f?.~~~~& ....... r€._.k~--
PERMIT REQUEST FOR ~ NEW INSTALLATION ( )ALTERATION ( ) REPAIR
Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable
building, location of potable water wells, soil percolation test holes, soil profiles in test holes (See page 4).
LOCATION OF PROPOSED FACILITY:
NearwhatCityofTown 0/J... SizeofLot ], r2 OC~s
Legal Description or Address 7mcf t/lfz Ct,,.fb., orc.Ld de u' la,!'U ( #-;:(I ?f'C/f) C(:(;;5S
WASTES TYPE: ryf DWELLING ( ) TRANSIENT USE
( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WAS TES
( ) OTHER-DESCRIBE _______________ _
BUILDING OR SERVICE TYPE:_~2!~:1~~?--..k.....~~;-+l1-&~l)J{._l(_; "~;)~---------
Number of Bedrooms _ _._ __________ N.umber of Persons __ ,6~---
(/<1) Garbage Grinder ~Automatic Washer Q<» Dishwasher
SOURCE AND TYPE OF WATER SUPPLY: kJ) WELL ( ) SPRING ( ) STREAM OR CREEK
If supplied by Community Water, give name of supplier:
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM:--==2=--r-.-'.L..1 """L""''--------
Was an effort made to connect to the Community System?---------------
A site plan is required to be submitted that indicates the following MINIMUM distances:
Leach Field to Well: 100 feet
Septic Tank to Well: 50 feet
Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet
Septic System (septic tank & disposal field) to Property Lines: 10 feet
YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITHOUT
A SITE PLAN.
GROUND CONDITIONS:
Depth to first Ground Water Table. ______________________ _
Percent Ground Slope __________________________ _
2
:·
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
\jh SEPTIC TANK ( ) AERATION PLANT ( ) VAULT
( ) VAULT PRIVY ( ) COMPOSTING TOILET ( ) RECYCLING, POTABLE USE
( ) PIT PRIVY ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE
( ) CHEMICAL TOILET( ) OTHER-DESCRIBE
FINAL DISPOSAL BY:
0J ABSORPTION TRENCH, BED OR PIT ( ) EV APOTRANSPIRATION
( ) UNDERGROUND DISPERSAL ( ) SAND FILTER
( ) ABOVE GROUND DISPERSAL ( ) WASTEWATER POND
( ) OTHER-DESCRIBE
WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? )/o
PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer, ifthe Engineer does the
Percolation Test)
Minutes er inch in hole No. 1 ----~ Minutes er inch in hole No. 3 ------r
Minutes per inch in hole No. 2 Minutes er inch in hole No.
Name, address and telephone ofRPE who made soil absorption tests:-------------
Name, address and telephone ofRPE responsible for design of the system: _________ _
Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and
additional tests and reports as may be required by the local health department to be made and furnished by the applicant
or by the local health department for purposed of the evaluation of the application; and the issuance of the permit is
subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations made,
information and reports submitted herewith and required to be submitted by the applicant are or will be represented to
be true and correct to the best of my knowledge and belief and are designed to be relied on by the local department of
health in evaluating the same for purposes of issuing the permit applied for herein. I further understand that any
falsification or misrepresentation may result in the denial of the application or revocation of any permit granted based
upon said application and in legal action for perjury as provided by law.
Signed d_ ~ Date_-""g;.<-'-·;{z_,,,f h'--e>.-"---µ._ __
PLEASE 1':ikAW AN ACCURATE MAP TO YOUR PROPERTY!! I I
3
RONK
CONSTRUCTION
INCORPORATED
RECEIVED
• 1129 •24-Road
Grand Junction, CO 81505
970-245-0577, 970.257·7453 (fax)
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INDIVIDUAL SEWAGE DISPOSAL SYSTEM DESIGN
GARFIELD COUNTY
BUIDetl!R:; & PLA.NNING March 24, 2003
Prepared by: Thomas A. Cronk, P.E.
Cronk Construction htc.
1129 -24-Road
Grand Junction, CO 81505
245-0577
Type of Design: New Residence
Owner: Joseph Stanczack
0104 Mable Court
Silt, CO 81652
I Property address: 0104 Mable Court, Silt, CO 81652
I Tax schedule No.: 2179-043-00-658
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Legal Descript:
Page 1 of8
c/o Jeff Giard
Giard Homes htc.
1431 Airport Road
Rifle, CO 81650
970-625-2347, 970-904-1960 (cell)
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1.0 Sjte History
The site consists of approximately 3.82 acres of uncultivated native soils. Drainage in the area of
concern is approximately I% to 2% to the southwest. A perc test/soils evaluation was conducted on the
property by the Garfield County Building Department on 03/04/03 to provide subsurface design
parameters for a new individual sewage disposal system (ISDS). The perc rates were faster than 5
minutes per inch and an cnginccrcd ISDS was requested by Garfield County. Tom A. Cronk, registered
professional engineer (R.P.E.) inspected the site on 03/14/03. Based on results from the 03/04/03 perc
test and the 03114/03 site investigation, an engineered ISDS has been prepared for the property. The
03/04/03 perc results arc attached for reference as Appendix A. The locations of the perc excavations
are shown on the attached plot plan. A discussion of developed design parameters and the engineered
design follow.
2.0 Devclooment of Dcsjgn Parameters
The soils observation excavation was extended to a depth of 126" below ground surface (BGS). There
was no evidence of ground water or high seasonal water table in the open excavation to a depth of 126"
BGS. The soils evaluation indicates four distinct soils horizon underlies the site. A lithological
description follows:
dcpth(jn.)
0" -24"
24" -48"
48" -so·
description
light tan to chalky white sandy clay, hard and blocky;
light reddish tan to chalky white clayey sand, cemented but friable;
pit run gravel (10nnn-300mm) in light reddish tan sand matrix.
Based on the 03114103 site investigation and soils log prepared by Tom A. Cronk, it was determined that
on~sitc soils have a sufficient "fines" content to provide an effective filter for septic effluent. An
INFILTRATOR absorption field is proposed for the site. The fastperc rate of the native soils will be
limited by the formation of a biomat at the soil absorption field interface. To account for the biomat
formation, a design perc rate of 25 mint in. is chosen for overall system sizing.
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3.Q SVstem Desjm
A INFILTRATOR absorption trench is proposed for discharge of septic effluent at the site. Construction
of the system will consist of excavating level trenches in the area comprising the absorption field. The
initial excavation shall be continued to a minimum depth of 36" (see absorption field cross-section).
Following completion of the initial push-out, INFILTRATORS will be used to construct a septic effluent
distribution system in the open excavations. The INFILTRATOR effiuent distribution system will be
installed in accordance with the "Infiltrator Technical Manual", available from Infiltrator Systems Inc.,
123 Elm Street, Suite 12, Old Saybrook, Connecticut 06475. Adjacent INFILTRATORS shall be fastened
with a minimum of four ( 4) 3/4" x #8 self-tapping sheet metal or bright brass deck screws to prevent
movement and separation during backfilling. As shown in the Construction Detail, the bottom of the
INFILTRATOR seepage trenches will be located a minimum of36" below ground level.
After the INFILTRATORS are installed, the absorption field will be covered with a soil cap. The soil cap
will consist of approximately 24" (10" minimum required) of native soil mounded 5% to promote surface
run off away from the absorption field.
The installer should confirm the feasibility of gravity discharge of sewage effiuent from the residence to
the absorption field by field verification of assumed design parameters. Assumed design parameters with
re§pCCt to gravity discharge include:
• distance from the sewage pipe at exit from the foundation line to the absorption field -
120' or less,
• elevation of the ground surface at entry to the absorption field shall be at or below the
invert elevation of the sewage pipe at exit from the foundation line.
If field measurements do not confirm these design assumptions, gravity discharge of sewage effluent
from the'exiating residence to the absorption field can not be assured and a lift pump may be required.
Please contact the design engineer to address any design modifications necessary for effective operation
of the ISDS if the abOve design assumptions are not upheld.
The installer must also confirm the setbacks from pioperty lines, building envelopes, and existing
easements shown in the attached graphics are maintained. Additionally, any unknown utility lines,
easements, or other adverse conditions disclosed during conatruction must maintain the required setbacks
listed on page 5 ofthis document.
A 1250 gallon septic tank will be installed to provide a minimum of30 hours retention time for sewage
effluent from the proposed four bedroom residence. A non-corrodible filter shall be installed at the final
outlet Tee of the septic tank or in the effiuent line between the septic tank and the absorption field to
limit the size of solids and sludge passing into the absorption field. The filter must be accessible for
cleaning and replacement from the ground surface. A dislribution box is required to provide equal
distribution of septic effluent from the septic tank to the absorption field. The dislribution box must be
placed on stable native soil or compacted structural fill to prevent settling and assure equal distribution of
septic effluent.
As discussed above, INFILTRATOR absorption trenches are proposed to discharge septic effluent to the
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underlying sub-soils. As shown in the attached graphics, the absorption trenches will consist of three (3)
trenches 3' wide x 3' min. deep x 100' Jong with sixteen (16) standard INFILTRATOR units each for a
total of forty eight (48) INFILTRATORS. The absorption field will encompass a gross area of900 square
feet with an effective area (31 sq. ft. allowed area/INFILTRATOR) of 1,488 sq. ft.
Calculations and design parameters used to size the absorption field follow.
DESIGN CALCULATIONS
AVERAGE FLOW FOR 4 BEDROOM HOME@ ISO GALJBEDROOM-DAY
4 X 150 = 600 GALJDAY
PEAK FLOW = ISO% OF AVERAGE = 900 GALJDAY
DESIGN PERCOLATION JUTE = 25.0 MINJINCH
A = ~ft, WHERE,
A = ABSORPTION FIELD AREA
Q =PEAK FLOW
t = PERC TIME/INCH
A = 900 /25.0 = 900 SQUARE FEET s
INCREASE ABSORPTION AREA BY 40% FOR CL0111ES WASHER
INCREASE ABSORPTION AREA BY 20"Ai FOR GARBAGE GRINDER
-DESIGN AREA = 900xl.6 = 1440 SQUARE FEET
SflE ADJUSTMENT FACTOR OF O.S FOR INFILTRATOR TRENCH SYSTEM
ADJUSTED AR£A = 1440 X O.S = 720 SQUARE FEET
USE 48 STANDARD (H-10) INFILTRATORS@ IS.SO SQ. FT. EACH
FOR TOTAL ABSORPTIVE AREA OF 48 X IS.SO = 744 SQ. FT.
ABSORPTION FIELD SIZED AT 111REE (3) TRENCHES 3 FT. x 100 FT. = 900 SQ. FT.
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4.0 Sjte Specific h!stallaJion/Operation Reouirements
The owner and system contractor shall be aware and comply with the following installation and system
operation requirements.
4.1 Installation -Setbacks· Notification" arui Inspections
• All installation &etiyitjg shall be copdw;ted in accordance with cwrent Colorado
Department of Health /SDS Rmlqtion.t u well y apy re1eyant Garfield County
rcgulatjons and requirements· Kat any time dminB construction, subsurface site
conditions are cncountered which differ from the desim pamneters developed in Section
2.0. construction activities wjll stop and the c!esjl!I! engineer wjll be contacted lo address
any necessary c!esjgn modifications.
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h!stallation procedures including grade, location, setbacks, septic tank size, and
absorption field size shall confonn with the attached graphic details. Construction
activities and system components will not encroach upon existing easements or utility
corridors. A minimum of6 ft of undisturbed soil shall be maintained between individual
absorption elements and the septic tank and/or adjacent absorption elements. Minimum
site specific setbacks for system components arc:
~ Sentis;Tank Absomtionfidll lhYldiDa Sewer
water line 10' 2S' 10'
domestic well SO' 100' SO'
dwelling S' 20'
property lines 10' 10'
subsoil drains 10' 25'
irrigation ditch
open SO' SO'
lined/gated 2S 2S'
solid pipe 10' 10'
To avoid surface flow infiltration and saturation of the new absorption system,
abandonment of irrigation in the vicinity of the disposal system is required. Diversion
ditches necessary to divert surface flows around the new absorption bed must maintain
the minimum setbacks listed above.
All sewer lines and effluent distribution piping shall be 4 inches in diameter and have
glued joints. INFILTRATORS shall be placed level in the absorption field. All lines
discharging sewage from the residence to the septic tank shall maintain fall of between
1/8 in. and 1/4 in. per foot and shall employ sweep 90's or 2-45's at all turns. Sewer lines
from the dwelling to the septic tank and at least 6 ft from the septic tank outlet must meet
minimum standard ASTM-3034. Sewer linea under driveways shall always meet
minimum Schedule 40 PVC standards and shall be encased with corrugated metal pipe
when covered with Jess than 24" of soil.
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The installer shall not place fill in the open excavation until inspected and approved by
the design engineer. Additionally, the final cover shall not be placed on sewer lines,
septic tank, or the absorption area 1mtil the system bas been inspected and approved by
the design engineer. The installer shall provide 48 hour notice to the engineer for all
required inspections.
Four inch clean outs shall be provided at maximum 100' intervals in all effluent lines
exceeding l 00' in length.
The effluent distribution system shall be constructed in accordance with the "Infiltrator
Technical Manual" available from Infiltrator Systems Inc., 123 Elm Street, Suite 12, Old
Saybrook, CoMecticut 06475.
A non-corrodible filter shall be installed at the final outlet Tee of the septic tank or in the
effluent line between the septic tank and the absorption field to limit the size of solids
and sludge passing into the absorption field. The filter must be accessible for cleaning
and replacement from the ground surface.
The distribution box shall be set level on undisturbed native soil or a structural pad (e.g.,
compacted fill or concrete) to prevent settling and promote uniform distribution of flow
to the absorption field. A 45 degree bend shall be turned down on the septic influent line
to damp surge flows from the septic tank and promote equal distribution.
The surface cap shall consist of native soil mounded 5% over the absorption field to
promote surface runoff.
The system contractor shall be aware of the potential for construction activities to reduce
soil permeabilities at the site through compaction, smearing, and shearing. The
following precautions and construction procedures should be employed during
installation to minimize disturbance to native soils:
i.
ii.
iii.
iv.
Excavation should proceed only when the moisture content of the soil is below
the plastic limit. If a sample of soil forms a rope instead of crumbling when
rolled between the hands it is too wet and should be allowed to dry before
excavation continues.
Excavation and backfill equipment should work from the surface where at all
practical to avoid compaction of the 10ils at depth.
The bottom and sidewalls of the excavation should be left with a rough, open
surface. The appearance should be that of broken or ripped soil as opposed to a
sheared, smeared, or troweled surface. Any smoothed or smeared surfaces
should be removed with a toothed rake or shallow ripper taking care to remove
loose residues from the bottom of the excavation by hand if necessary.
Care should be taken in placing fill materials in the excavation to avoid
damaging the exposed soil surfaces.
Page 6 ofS
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I 4.2 Operation -Maintenance and Inspections
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The owner shall install a structural battier if ncccssary and take precautions to prevent
vehicular traffic, excessive surface watering, accidental flooding, or other activities in
the vicinity of the absorption field which may compact, saturate, or otherwise alter the
subsurface soil parameters used in designing the septic system.
The owner will plant and maintain grass or other shallow rooted cover crop to prevent
erosion and promote evapotranspiration over the absorption field.
The owner will inspect and maintain the required mounding and drainage away from the
absorption field to prevent saturation from precipitation and surface flows.
To mitigate the generation of preferential flow channels which may compromise the
operation of the system, the owner will inspect and prevent intrusion of burrowing
animals and deep rooted plants into the absorption field.
The septic effiucnt filter shall be inspected and cleaned as necessary every six ( 6)
months.
The owner will conduct periodic maintenance of the septic system by removing
accumulated sludge from the septic tank every 3-4 yeara to prevent clogging of the
absorption field.
Page 7 of8
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S .0 Limitations
This report is a site specific design for installation of an individual sewage disposal system and is
applicable only for the client for whom our work was performed. Use of this report under other
circumstances is not an apptopriate application of this document. This report is a product of Cronk
Construction Incorporated and is to be taken in its entirety. Excerpts from this report may be taken out of
context and may not convey the true intent of the report. It is the owner's and owner's agents
responsibility to read this report and become familiar with the recommendations and design guidelines
contained herein.
The recommendations and design guidelines outlined in this report arc based on: l) the proposed site
development and plot plan as fUrnishcd to Cronk Construction Incorporated by the client, and 2) the site
conditions disclosed at the specific time of the site investigation of reference. Cronk Construction
Incorporated assumes no liability for the accuracy or completeness of information furnished by the client.
Site conditions are subject to external environmental effects and may change over time. Use of this plan
under different site conditions is inappropriate. If it becomes apparent that current site conditions vary
from those anticipated, the design engineer should be contacted to develop any required design
modifications. Cronk Construction Incorporated is not responsible and accepts no liability for any
variation in assumed design parameters.
Cronk Construction Incorporated represents this report has been prepared within the limits prescribed by
the owner and in accordance with the current accepted practice of the civil engineering profession in the
area. No warranty or representation either expressed or implied is included or intended in this report or
in any of our contracts.
Thomas A. Cronk, P.E.
NOTE: This lndlvldnal sewage dlsposal plan Is meant to Include the followlug four pages of
graphics Including: 1) plot plan, 2) septic layont plan, 3) absorption field plan view, and 4)
absorption field cross section. The plan Is not~ be Implemented In the absence of these related
grapblcs. In addition, results from the percolation test and soils evaluation are Included for
reference as Appendix A.
Page 8 of8
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"' ~ g
::!'. 0
or,
0:
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j_ .
I NO!E
TH[ rOLLO'IJING SETBAC~S
HUST BE MAINTAINED•
SEPTIC
!ANK
-----
NOT(
GRAVITY DISCHARGE OF SEVA(i[
[ffLU[NT FROM TME RESIDENCE
TO TH[ DISPOSAL SYST[H IS
BASED ON THE ro~LOVJNG DESIGN
ASSUMPTIONS
LENGTH or SE\JAGE PIPING
FROM EXIT AT FlllMDATlON
-- --
NOTE
PROVIDE 4• CLEAN ours AT MAXIMUM
100' INTERVALS IN ALL EFFLUENT
LlNCS (XCCEDlNG \00' lN LENGTH
--
./ SPRlNGS ~·
\/ELLS 50',
CISTERN 25'
STREAH/PQNO/lRRlG. DITCH-so·
DOMESTIC \/ATER LINE --to•
ABSORPTION
FIELD
lOO'
100'
25' so·
25'
LINE TO ENTRY TO ABSORPTION
FIELD = 120' OR LESS
ELEVATION or GROUND Sl.RFACE
AT ENTRY TO A8SCRP!ION rtELD
= AT DR BELOW' INVERT
ELEVATION or SE\IAGE PIPE AT
EXIT FROM FOIMDATION LINE
/~-----
:o ,iyl
"1
I ABANDON FL::[ IRRIGATION
\/!THIN so· or ANY ISDS
ELEMENT, TYPICAL
!....-~~~~~~~~---.
NOTE
CALL 1-800-922-1~87 F'OR UTILITY
UICATES BEFIJIE EXCAVATING
~.
""
....... ••sh
\
/
~
/
/ ,...
L
DISQ,A'tQ
IF THESE DESIGN ASSIH'TIONS ARE
NOT UPHELD DURING CONSTRUCTION,
GRAVITY DISCHARGE CAN NOT BE
ASSUR(D AND A LIFT STATION HAY
BE REQUIRED
\
\
_.,,,. \ cl•an ou
/ _,,.,. 1250 ga.llon septic: 'ta.nk w/ ~ \. "' _,..... ,,.,,.. dlschar-~ bG'tl• ..odln.d to
/ GCCON'tOdat• •t'lwt'nt tKt•r-~. \_ J ,... ..... ~ / / --~J
,§> .ff
/ ~1. ,,.-~
f IO'l'lin, I ' J ,, ,! / repo.lr area ~~
perc test
exco.vG tions
soils
obsera.vtion
f'lCCQVOtiori
541.21'
cL•o.n out at "'°x. 100'
lnt•rvals. GS rw•de'd
Forty-eight <48> sto.ndord
in,il.tr""O.tor units <36'x75" eG.>
'
<:: • ,J
~ --
STANCZACK RtSIDENCE
0104 MABLE LAN[. SILT
211q~043-00-658
S£Pl1C LAYOUl PLAN
MARCH 19. 2003
SCAL(· i-=40'
/----
/
,..._______
1
NORTH
--------- -- --- ---- -
1-----------100·----------1
•
·dis tributk>n box
•
•
three <3> rows oF shctf'en <16>
sto.ndard JnFil tro.tor units <J6•x 75°>
For a. totCll oF rorty-•~t <'48>
l.ftts
io. . ,,
~
f-75".typ-j ci ,,
~-
~
ABSORPTION FIELD -PLAN VIE'w'
SCALE• 1 '=10'
STANCZACK RESIDENCE
0104 HABLE LANE. SILT
2179-043-00-E.58
ABSORPTION flELD-PLAN YIE'w'
MARCH 18. 2003
SCALE= 1°=\0'
11
pt"Ovid@ lnsPf'ction/venting
ports ot each el"ICf of lnFltro.tor
trencheos os shown. typ.
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DISK OR SCARIFY UNDER
INF'IL TRATOR, TYP.
!Nr!L TRATOR, INSTALL IN ACCCRDANC[
WITH 'INf'lLTRATCR T[CHN!CAL MANUAL,
!NF!L TRATCR SYST[MS INC. 123 [LM
STR[£T, SUIT[ 12. OLD SAYBROOK.
CONNECTICUT 06475
PROV!D[ V£NT!NG/!NSP£CT!ON
PORTS AS R[QU!R[D BY
INF'ILTRATOR INSTALLATION
GUIDEL!N[S, TYP. EACH
ROW (ON[ or THR[[)
CAP <MOUND SY.>
[XIST!NG GROUND SURCAC[
-24'
•2
-48'
•3
-BO'
#4
ABS!RPTICJN FIELD -CROSS SECTION
SCALE• I '=:I'
-126'
SOILS LOG
CS£E NOTES>
OUTLETS AS REQUIRED
4' 45'-~END SURGE
F'LD\I SUPPRESSOR
DISTRIBUTION BOX D[TAIL
SCAL[' 1'•1'
SOILS LOG NOTES
•1 -SANDY CLAY. LT TAN TO CHALKY WHITE;
HARD & BLOCKY
#2 -CLAYEY SAND. LT REDDISH TAN TO CHALKY
\IHITE1 CEMENTED BUT FRIABLE
13 -PIT RUN GRAVEL <lOMl"l-300"'") IN LT
R£DD!SH TAN SAND MATRIX
14 -CLAYE:Y SAND. LT REDDISH RAN; sorr,
rRIABL[
Nil GROUNDWATER OR INDICATION OF HIGH
SEASONAL WATER TAIL[ TC 126' BGS
STANCZACK RESIDENCE
0104 MABl.C LANE, SILT
2179-043-00-6~8
ABSORPTION rlCLD -CROSS SECTION
MARCH IB. 2003
SCALE• AS SHOWN
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APPENDIX A
I SOILS AND PERCOLATION REPORT
GARFIELD COUNTY
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COUNTY OF GARFIELD· BUILDING DEPARTMENT
CORRECTION NOTICE
109 8th St. Suite 303 Glenwood Springs, Colorado
Phone 945-8212
Job located at &//JC/ /1/41//e c:"41,
P~rmlt No. ?'Sta ) 5-,..e/cc #-.::f io/¥
\I have this day In'~ this structure and ·these
premises and found th• followtng corrections need~: ·
J~~!~-4.4~ .
;.Z~ . ;~Jc~ l.-tkL4 j·~"d;.'i. ~~Aa+i 5. { t/.~ '6~)
.. .
You ... hllwbr nollllld 1hlll 1he .iiove -•cu on mu8t be lnsp1clfd befalw
" covering.·
When col'NCllon(a) hllve bwl IWfe,c.11 fOrlnap:dl~on.
o... 1· J./ •a.l :z?£~
. .Buldlng
Phone 946-1212 ·
. ~ -. . .
. . . . ~
iC
CRONK
CONSTRUCTION
INCORPORATED
• 1129 ·24· Road
Grand .lunctlon, CO 81505
970·245·0577, 970·257·7453 (fax)
April 15, 2003
CERTIFICATE OF INSPECTION AND ACCEPTANCE
RECEIVED
GARF1Ei_':l COUNTY
BUILDING & PLANNING
Individual Sewage Disposal System
Stanczack Residence
0104 Mable Court
Silt, CO 81652
2179-043-00-658
The individual sewage disposal system of reference was inspected on April 15, 2003. The system
was found to confonn with the plans and specifications set forth in the engineered sewage
disposal system design for the aforementioned property prepared on March 24, 2003. Copies of
the engineered plan may be obtained from the undersigned design engineer.
~~
1129 -24-Road
Grand Junction, CO 81505
970-245-0577
1250 gallon
septic to.nk
3 rows of 16 sto.ndo.rd
Infiltrator units for a
total of 48 units
STANCZACK RESIDENCE
0104 MABLE LANE, SILT
2179-043-00-658
ASBUfL T DRAVING
APRIL 15, 2003
SCALE: l ':30'
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NORTH
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residence