HomeMy WebLinkAboutpitkin.eh.246522300006 (1989)Document Layout
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Please See Building and Land Use Approvals Files for additional information.
r c ASPEN*PITKIN �" ZZ 3 00 006
ENVIRONMENTAL HEALTH OEPARTMENf '
INDIVIDUAL SEWAGE DISPOSAL PERMIT NO. D
``TYY,PE OF PERMIT:
nidal Construction ( )Emergonty Use ( )Repair Mock,(Pievious Permit 1 .) f )Alteration of an.cxisting system,
r installation (Previous Permit 1
( )Uaa Permit as a result of sale ( )Othort
ISSUED TO: DATE OF ISSUE.
Owmer /.Jf(JZ� i�A1E Home Phone 2S_y0� Business Phone j
`failing nq, t��x 310 8 Al, LSD 4U6/2 � .
?.ddress r
Phone
Mai.l.ing '
Address
Sewage Disposal System Work to be performed by (i/,eJ,JEQ
This permit valid onn/�lly// for premises location by.tho following legal d.sse ri t : 7((`Q`q�jR/tJl/� S/Y`V /!%Q(�.Lf%IS`T/ OF
3.5 1 /-ceCS MATER SUPPLY GvELL A�RATE P OV'hATF �' `� ///CCC FFFjjj
LOT SIZE . j""""Y//��1'�i'Lrl•�
T01s Individual Sevagc Disposal Permit is granted with regard to the following use: s/NC� /fi%[.y/1 �j�QZ'fva_E
Nu.L,cr oft Dodicoms -I— Lofts �� Carbage Disposals_ L Dishwashers �_ Clothes Mashors
CALCULATED AVERAGE DAILY WASTE LOAD GALLON S.
T_HEA.TU2E OF THE SYSTEM INCLUDED UNDER THISS PEMIT: -7 q
lypa of Tank or Treatment Units &per7-A,'.pf"VKS.�,.��r�yy�.I�/([J�) Tank . Capacity r� /.S(/ _Callon Rinlmc:a
r•thod of Final Disposals ��/APDTMNW/,cf/Ti��'v Absorption. Ares -%f70 Square reel Knimum
Description (including brand name, if any) of other equipment or appurtnanceat .
+E)OGinX, �SiPHOA)To BE iNSTf1LGE/D T� Llc?MPEAISHTE F0X7 fi
TT1STSiBtu10AJ STC—X?W 1_600V /ao 7
Cthcr Conditions or Speciflcationat
�5YEM /ML> i BE'/N�,1/LE9 �CC176�D//JG Tb El/G/AJEE/�/tkr%JL/iAIS /9't%D /�/EA?/Dells OF
Saomro.V4 C�'A°ArfIIAW Y DATLO 7-28-89 ANS /3MeNDE/�1 BY GE J rE� of /0-i3- 89.
STAGES REQUIRING INSPECTION BY THE HEALTH DEPARTHENT:
( )Before Excavation (Yl Upon completion of excavation and prior to pia Cemcnt of gravel Before covering distribution
t' K system of absorption field
Prior to backfill of any component 1 )Other, Specifyt
'lao's\and specifications of the proposed sewage disposal syntem have brcn reviewed and s.re considered natlsfactory. Perr.lasi.on
Lcrc!;y q; a:: U•r1 to tl.c owner or 1113 a.;ent to p•�r:orm the oLk ireflcated aMre in acccrdancc with thr, Pitkin U:er.:ry lnliv ideal
Sq.p ;.- Ui spa :aL ac•:nl rations in etf,,:t on thn date of i-:eo.•, Li a.:da:or. to general pravisinnn set forth on '!,o .,..rtryc he r_ei,
this Permit in subject to the following additional terms and conditions: - .
`% Aspen/Pitkin Environmental
APPROVED FOR ISSUE BY �/. (title) Heal[h Officer_ _
_-
71•.3 at'n•:
lr. .tivlAvel
nc•.mgo dl apJsal ay at ca ins cal lcA by
has U.•en
inaprcted
for use by a representative of the Asl:en
Plc .tn !. vt ro�.xnta ucap..rtment. Tln: +nnJ uTl
rv::,wnsibl111y
in ccee of :allure or inadJquacy of tht sew,
c drapaeal uy Item. Conplcto ss -built drawing attachod.
DATE
OF INA1 INSPEC I ` �k3/
_ _
Aspen/Pitkin Environmental
BY:
TITLE Health Officer
I%i
I / p 130
South Galena Street
Aspen, Colorado 81611 303/920-5070
ASPEN*PITKIN
ENVIR MENTAL HEALTH HEPAR ENT
APPLICATION FOR AN INDIVIDUAL SEWAGE DISPOSAL -PERMIT O
Name of OWNER G�fj�L / S� ONs-r PHONE / Zs- l/yS �_
Address of OWNER R6 6 6� 1'7_ l'�—
Name of APPLICANT PHONE
PERMIT TO BE: L-•¢lcked Up ( )Mailed to, TYPE OF PERMIT: (-'Nev Installation ( )Repair
( )Owner ( )Applicant . ( )Emergency Use ( )Alteration NOT dud to failure
LOCATION OF PROPOSED SYSTEM:
O
Legal Description
Lot 7 Block Filing Subdivision Size of Let .S f acres
TYPE OF STRUCTURE: (ylS'ingle Family Dwelling ( )Others Do you plan anyfurther additions to the
residence? (S ( )NO
No. of bedrooms /_ No. of Lofts Z No. of Garbage Disposals �_ No. of Automatic Dishwashers
No, of Automatic Clbthes Washers /
NATER SUPPLY: (-')Private Well, Depth % n-01 or ( )Public, Name of System
( )Spring
1 )Stream or Creek
TYPES OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: -
(•. SPEeptic Tank/Absorption Field ( )Aeration Plant/Absorption Field ( )Composting Toilet ( )Incineration Toilet ( )Mound
(")Recycling. potable use ( )Recycling, other use ( )Vault Privy 1 )Other:
The initial site inspection must be arranged with the Aspen/PitkinEnvironmental health Department (925-2020. 8:30-9:30 a.m.)
before a permit can be issued. The individual sewage disposal permit must be issued before a building permit can be obtained.
FINAL INSPECTION APPROVAL MUST BE GIVEN BY THE ASPEN/PITKIN ENVIRONMENTAL HEALTH DEPARTMENT PRIOR TO BACKFILLING ANY PORTION
of THE SYSTEM.
Application for an individual sewage disposal rmit is hereby submitted. The undersigned acknowledges that the above information
is true and that false TF ion will inva ate [he app) and any subsequent perm)
Signature of AppllCan DATE
(this applicet ion becomes. invalid 12 m6nths f om the above date.)
NOTE: PLOT PLAN must be filed with this application.
Please locate the following items by measured distances:
1. Property lines and dimensions.
2. Proposed and existing water wells on subject property and
adjacent property. -
3. Domestic water service lines.
4. Proposed and existing buildings, driveways, and other
structures.
S. Streams, lakes, ponds, irrigation ditches, and other water
courses.
6. Proposed and existing individual sewage systems on subject
Brooerty.
SUBMIT A REVISED PLOT PLAN PRIOR TO CONSTRUCTION IF INSTALLATION IS TO
BE CHANGED FROM ORIGINAL PLAN.
The undersrri--grnr1e1d hereby acknowledges receipt of this individual sewage disposal permit application and a permit fee in the amount
of i l V , Receipt Number Date Fee Received 0 .by /'h A C_
Administrative officer
• Ci(=. � l91 S .
130 South Galena Street Aspen, Colorado 81611 3O3/S2512O2O
02 Grand Avenue, Suite 212
Glenwood Springs, Colorado 81601
(303) 945-1004
October 13, 1989
Mr. Jinx Stone
Aspen Digger
525 North 8th Street
Carbondale, CO 81623
RE: Stone ISCS
Dear Jinx:
Per our phone conversation of. October 12, 1989, I am writina this
letter to address the revision made regarding the bedroom count and the
installation of an automatic dosing siphon to the design which we have
already provided.
For the additional tta bedrooms to be added into the pre-existing
design, the bed size must be increased to 30' x 126' instead of 30' x
901. In addition, 1750 gallons of septic tank capacity is required.
As you previously indicated, tc.D 1000 gallon tanks will be installed,
which will be adequate. If you intend to use an automatic dosing
siphon, no specific storage volume of .the dosing tank is required.
Please note that, if a pump is to be used to dose the system, it will
be necessary to provide a minimum of 1125 gallons dosing tank capacity.
I hope this information serves its intended purpose. If you have any
questions, please do not hesitate to call.
Sincerely,
SCHMUESER 03P.DON MEYER, INC.
Simonson, P.E.
JS:lc/9151
cc: Bob Nelson, Pitkin County Environmental Health Dept.
PITKIN COUNTY ENVIRONMENTAL HEALTH
Field Test Data Sheet on Percolation Test
PROPERTY OWNER MAO 54o73(17 PHONE
MAILING ADDRESS
LEGAL DESCRIPTION OF PROPERTY LPl I" % ��I? An a_ )%
LOCATION OF TEST HOLES
Three (3) test holes required per system
Test Hole Depths (24" minimum)
Diameter of Test Holes
Water remaining after 8 hour soak
6 ci
3, 1 ,r
TEST HOLE No.1
TEST HOLE No. 2
TEST HOLE No. 3
Dry Time
C(O
Drop Time
3`i 1 `fib
Drop Time
uD
44q —J
2`t06 fQ�
Percolation Rate Each Hole ,_ 17�1L (L 7T
Average Rater^ r --
7-1 i�_
n DP
Comments on soil or site: C} - IEj � �'� � lam wrl'�
L 6� R 1.
W�� �fi f2¢Q�C i lG {11� P6on_�N V" wej
�0 Lu
Date [0-lll —eB
a
0 0
r
5
Li
PITKIN COUNTY ENVIRONMENTAL HEALTH
Field
,Test
1Data Sheet on Percolation Test
PROPERTY OWNER ��2 �\ ��'v� PHONE
MAILING ADDRESS
LEGAL DESCRIPTION OF PROPERTY
LOCATION OF TEST HOLES /
6"o'Ttv &6"o—
Three
hree (3) test holes required per system
Test Hole Depths (24" minimum)
Diameter of Test Holes
Water remaining after 8 hour soak O —�=—
J
TEST HOLE No.1
TEST HOLE No. 2
TEST HOLE No. 3
Drop_ Time
ZZ
Drop Time
Drop Time
8 l` 3-
a0
v
U R t uI-
,Z
15' -L
S �Z_
Percolation Rate Each Hole Lib d ��
111/
Average Rate / 7
Comments on soil or site: 0 — 3 U" 7q Rtc Q�rr 5" S'�� �a sl- P`4
Signature
b
Date �` J
I
E
0
To: Mariano "Buddy" Lucero, Planning Office
From: Rick Bossingham&Environmental Health Department
Date: April 25, 1989
Re: Stone 1041 Hazard Review, Parcel ID# 2645-223-00-006
Our comments have not changed from the original submission, as
follows:
The Aspen/Pitkin Environmental Health Department has reviewed the
above-mentioned land use submittal under authority of the Pitkin
County Code, Title II, and has the following comments. `
SEWAGE TREATMENT AND COLLECTION: Sections 2-7 and -5-200:
Nicholas Lampiris, Geologist, states in the application that a
septic system with leach field may be possible. A percolation
test performed on October 19, 1988, revealed that the sewage
disposal system must be designed by a registered professional
engineer to meet the Pitkin County Regulations on Individual
Sewage Disposal Systems. Since the well water source and the
steep slopes limit engineering design choices, a more site
specific design report should be required before approval.
ADEQUATE PROVISIONS FOR WATER NEEDS: Sections 2-6 and 5-205:
Nicholas Lampiris notes that a domestic water supply should be
available, and a well permit application is included in the
submittal. Development of wells on other properties north of West
Sopris Creek Road has not been consistently successful, and more
information concerning the success of the well or the development
of a spring should be submitted for review.
AIR UALITY:- Sections 2-17 and 5-106:
The applicant does not mention wood -burning devices. Any
installed must comply with applicable regulations. No significant
air quality impact is expected from the proposal.
NOISE: Section 2-23
No adverse noise impacts are anticipated from this proposal.
CONFORMANCE WITH OTHER LAWS: Section 2-2
This proposal is not anticipated to be in violation of any other
laws which fall under this department's authority.
C?
To: Mariano "Buddy" Lucero, Planning Office
From: Rick Bossingham, Environmental Health Department
Date: February 22, 1989
Re: Stone 1041 Hazard Review, Parcel ID# 2645-223-00-006
The Aspen/Pitkin Environmental Health Department has reviewed the
above-mentioned land use submittal under authority of the Pitkin
County Code, Title II, and has the following comments.
SEWAGE TREATMENT AND COLLECTION: Sections 2-7 and 5-200:
Nicholas Lampiris, Geologist, states in the application that a
septic system with leach field may be possible. A percolation
test performed on October 19, 1988, revealed that the sewage
disposal system must be designed by a registered professional
engineer to meet the Pitkin County Regulations on Individual
Sewage Disposal Systems. Since the well water source and the
steep slopes limit engineering design choices, a more site
specific design report should be required before approval.
ADEQUATE PROVISIONS FOR WATER NEEDS: Sections 2-6 and 5-205:
Nicholas Lampiris notes that a domestic water supply should be
available, and a well permit application is included in the
submittal. Development of wells on other properties north of West
Sopris Creek Road has not been consistently successful, and more
information concerning the success of the well or the development
of a spring should be submitted for review.
AIR QUALITY: Sections 2-17 and 5-106:
The applicant does not mention wood -burning devices. Any
installed must comply with applicable regulations. No significant
air quality impact is expected from the proposal.
NOISE: Section 2-23
No adverse noise impacts are anticipated from this proposal.
CONFORMANCE WITH OTHER LAWS: Section 2-2
This proposal is not anticipated to be in violation of any other
laws which fall under this department's authority.
` ' ^ Nicholas L@NDpi[is, Ph.[}.
CONSULTING GEOLOGIST
0793 VALLEY ROAD
CxRoOwUxLE.COLORADO 81auo
(000)000«000(mHOURS)
August 24, 1988
�
Gary Wright
201 North Mill
Aspen CO 81611
,
0
RE: West Sopris Creek Property Lot 7
Dear Mr. Wright:
I have completed my investigation of your approximately 35
acre parcel on West Sopris Creek otherwise known as Lot 7 of '
the Terliamis Subdivision. The property is on a west -facing
hillside near the center of Sec. 22, T 8 S, R 87 W, of the
6th Principal Meridian, within the Basalt 7 1/2 minute
quadrangle"
The topography of the site consists of a gently sloping
�
hillside to the south-southeast covered with native grasses,
sagebrush, and clumps of scrub oak. There is a well
established dirt road through the parcel which leads to the
radio tower at the top of the ridge to the north. There is a
spring along the road to the property which has always had
water in it each time that I have visited the area in the
�
past five years.
The geology of the property consists of the Cretaceous age
Mancos Shale dipping north into the hillside at low angle.
In places shale is overlain by perhaps 10 to 30 feet of sandy
colluvium containing cobbles and some boulders of rhyolite
�
derived from the ridgetop to the north.
Although there are no detailed published geologic reports of
this area, a close look at aerial photographs, topographic
maps, and, of course, on site visual inspections, reveals
that this area may have undergone landsliding thousands of
�
years ago, probably during a period associated with the
melting of the last glaciers. There is no indication of
recent movement, especially in view of the fact that there
are no sources of water in sufficient quantity to cause
supersaturation of the soils on this hillside" There are no
other sources of potential geologic hazard on this property
�
except that soils engineering studies should be conducted at
the site specific level to insure proper foundation design in
soils which could have a minor potential for swelling"
Obviously, slopes steeper than 30% should he avoided for
construction, and the minor gullies should be avoided because
41
1�
0
0
^. /
of the possibility of flash flooding or mudflows during
thunderstorm activity.
0
0
0
0
�� /
/
/
-
,/
If there are further questions, please do not hesitate to
+ t con ac me.
Sincerely,
Nicholas Lampiris
Consulting GeologV
Access to the property is already present. Potable water for
domestic use should be available through development of a
spring or by drilling a well into the bedrock perhaps as deep
as 400 feet or more. I have indicated a potential well site
on the acnmpanying map. Waste disposal should be possible
through the use of a septic tank and associated leach field
in the permeable soils of the property, but the specific
recommendations of the Pitkin County Sanitation Engineer
should he sought. Areas of obvious Mancos Shale soils should
be avoided. As much as possible, landscaping should include
as much natural vegetation as is feasible; this will save
water otherwise used in watering lawns and shrubbery, and
will also keep the foundation area drier. To this end, the
area around the house should slope away from the house on all
sides.
0
0
0
0
�� /
/
/
-
,/
If there are further questions, please do not hesitate to
+ t con ac me.
Sincerely,
Nicholas Lampiris
Consulting GeologV
13
V
b O
0
.ee�. 76
o • COLORADO DIVISION OF WATER RESOURCES
818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203
Application musRECEIVED
be complete where eef
applicable. Type or Off C1 6 19$8
print in BLACK
INK.Nooverstrikes WAM YAQIJI2t8
or erasures unless SIAM -11111111111111M .
initialed. ON&
PERMIT APPLICATION FORM
( A PERMIT TO USE GROUND WATER
( A PERMIT TO CONSTRUCT A WELL
FOR: ( A PERMIT TO INSTALL A PUMP
( ) REPLACEMENT FOR NO. OS./."'` ""O'00
( :J OTHER _ fnrmerI y ann rtwori tt1 3'R'Y`7� P00ii
WATER COURT CASE NO. I � 60.00
(1) APPLICANT - mailing address
NAME Franz Stone " -
STREET R O. Rox 3668
CITY Aspen, Co. 81612
(state). (Zip)
,TELEPHONE N0.
(2) LOCATION OF PROPOSED WELL
• County [2 i r It 1 Q
NE '/. of the " SW Y., Section 27
Twp. 8 _�;; Rng. 87 W , F, P.M.
W.S) IE.WI
(3) WATER USE AND WELL DATA
I Proposed maximum pumping rate (gpm)
N Average annual amount of ground water
to be appropriated (acre-feet):
Number of acres to be irrigated: 1
" Proposed total depth (feet): 260
Aquifer ground water is to be obtained from: -
Mancos Shale
GROUND WATER TO BE USED FOR:
( ) HOUSEHOLD USE ONLY - no irrigation (0)
(X) DOMESTIC (1) ( ) INDUSTRIAL (5)
• ( 1 LIVESTOCK (2) ( ) IRRIGATION (6)
( )COMMERCIAL(4) ( .) MUNICIPAL (8)
ri
OTHER (9)
DETAIL THE USE ON BACK IN (11)
(4) DRILLER
Street P. O. box 1059
City R']ca1 t- C'n 81621
(state) (Zip)
• Telephone No. 927-4182 Lic.No. 1095
i�
FOR OFFICE USE ONLY:I-bb NOT WRIDEMN THIS COLUMN
Tf 1
01
Receipt No. 0 1CL-'/ T j.`
Basin
Dist.
CONDITIONS OF APPROVAL
This well. shall. be used -in .such -away -as -to cause ,
-..no: material -injury-tb existing 'water -rights:' Tfi.e
issuance of the permit does not assure the applicant
that no injury will occur to another vested water
right or preclude another owner of a vested water
right from seeking relief in a civil court action.
APPLICATION APPROVED
PERMIT NUMBER
DATE ISSUED
I EXPIRATION DATE
(STATE ENGINEER)
BY Lp
I.D. 7 3S COUNTY 4" 9
0/
\ 5
1\ '
EX/ST. WELL
I ' _
/ \
I \ \
I � �
---
p /
SCALE.- /" 50'
4" D/A. ASTM 3034 SEWER
\ 1 / P/PE, MN. SLOPE 2 X
1 � 1
/ /� 1TIC TANK.
CLEAN-OUT250 GAL. CONCRETE SEP
, LOCATE AT MAX. /00' / �) 6 NOTE
SPACING, SEE DETAIL THIS Ol4tS. / THE /250 GAL. TAAK MAY BE S4IBST/TOTED WITH A
I
\ / COMBMOF / - GAL. NK ANDA GAL,
TA
NK ORR A A / /000 GALL TANK TANK ANDA 250 GAL TANK
I ' /
/
PROVIDE 5' OF SCK 40 PVL PSE � � /
ON EFFLLENT LME AT MET SIDE 90_ / ABSORPTION
- IONTRAFIE/RATION
OF SEPTIC TANK ABSORPTION F/ELD
I /-2
All -�
4 SCK 40 PVC I 10'F
UNDER ROAD B /O'0' FROM
I / EDGE PAVEMENT
4 " D/A. ASTM 3034 SEWER / L
P/PE, M/N SLOPE 2 Y.
LATERAL PIPING
SEE OF TAIL THIS DWG.
' I I / A/R VENT, TYP. 2 PLACES 7550 —
I SEE DETAIL THIS DWG.
�vEgAy
I I I I I \ 1O'MN SETBACK FROM
PROPERTY LINE
I I O I / `f i,', � f /
/ NOTE
NO VEHICULAR TRAFFIC OR LIVESTOCK
/ SHALL BE AL LOWED ON BED.
1 I
i
1 ,
1 ,
1 I
I �
SITE PLAN
SCALE: /" = 50'
NOTE:
SEWAGE D/SPOSA L SYSTEM /S ILLUSTRATED /N
SCHEMATIC ONLY. ABSORPTION BEL) SEPTIC TANK, PIPING
ETC. MAYBE RELOCATED TO FIT THE LANDSCAPE AS
LONG AS MIN. SETBACK CLEARANCES ARE MAINTAINED.
<XISThVG GRADE
FINISHED GRADE
2 G" 70PSOIL AT
/ CENTERLINE BED
AIR VENT BEYOND �-
SEE DETAIL THIS DWG\
y`i y 4" PERFORATED PVC
�3 2• 2•r� / SLOPE AT 0" / FT, ( TYP. J
i
2" 70PSOIL AT
EDGE OF BED
vY .eepe,o - 0-; \
BOTTOM OF BED SHALL M/RAF/FABRICI 7" WASHED SAND
BE LEVEL OJ' + SCARIFY
BEFORE PLACING ROCK,
l3" OF //2" TO 2 //2"
CLEAN ROCK
30'
BOTTOM OF BED 70 BE
CONSTRUCTED /At NATURAL
GROUND, BELOW TOPSOIL.
SECTION 'A"' - -A"
N. T. S.
VICINITY MAP
SCALE: /" =,? MILE
CLEAN—OUT DETAIL
N T,5
0
N
SANDY TOPSOIL
VAR/ES /N DEPTH
S,4ND
o 4" PERFORATED PVC
DISTRIBUTION PIPING
�1
ROCK
cl
TERAL PIPING DETAIL
4" TEE, DO NOT GLUE
4" A/R VENT
SEED TOPSOIL �• '
STR4 TA
y M/R4Fl FgBRIC
ROCK MOUNDED
ABOVE PIPE
PERFORA BONS
STRATA
AIR VENT DETAIL
N. T. S.
?A TED PVC
'E
FT.
REVISIONS
GENERAL NOTES `
1 . ALL I1F1TE1=.f ALE], INSTALLATION PRACTICES, SETBACK REQUIREHENl-S, ETC.,
SHALL EIOMPI Y WITH 1FIE PITF:IPI COUNTY fNDIVIDIJAL SEWAGE DISPOSAL_
SYSTEM REGULATIONS.
2. THE E.T.O.PED SHALL BE CONSTRUCTED SO THAI- THE BOTTOM IS LEVEL
4- - 0.1. . FI ACE PfD IN NATURAL. BROLIf1D; NO PORTION OF THE DED SHAL.L..
FL PLACED ITV FILL. -
3.
IL!3. PRI (VIDE ADEDUAI'E SURFACE WATER DIVE.F:SIOPI TO ASSURE THAT RUN-OFF
DOES NOT ENTER l'IIF DED.
4. STONE. SHALL HE 1 ._' r0 -7 1 ' I SCPEI NED PHIL F/
5. SAND SI-IAI_I DE 0. 5 111 1 . 0 MM EFF EC T L F v ITE L1I TH A UN T FORM I I Y
COEFFICIENT (IF 4 (1F LESS
6.
THE fFLfll`IIENDED PIED SEEDING IS BLUE f:rROSS rT 4 TO 6 LDS /IUnn
SCI.FT. ALL. OTHER AREAS DISFUR'DED by CONSTRUCTION SHALL. FIE RESEEDED
WITH NATIVE GROSSED TO PRE.VE.rIT LRC]'-iTl)N
— 11-4r-. LOCATION (1F THE RED MAY BE (hILISTED IN THE FIELD TO BETTER FII
TLIE SITE, PROVIDED ALL SETDACI'S ARE I'IET.
3 DRAIN HOL-FS IN 4 rFIFORArE.D FIFE 70 HE AT '?' SPACING (2 HOLFS FEF'
SF'ALIN6 -'/ ' DIA (LOCATED DOWNWARD).
Y 4 PVC TE:LS SHOAT D NOT BE GLIDED TO ENABLE ODSETVAfIOLIS OF WYIER
LEVEL ITV SYSIEM AND TO REMOVE-- EXCESS SAI.TS ACCUMULAr ION OR SURPL_Y,
WATER, IF NECESSARY.
1.,?. USE RISERS AS NEEDED TO BRING SEPTIC: TANK: ACCESS FIATCH WITHIN 6" OF
FINISHED GRADE.
11. CAST IRON PIPE OR PIPE OF EQUAL_ STRENGTH OF. OTHER PIPE PROPERLY
SUPPOF(TED TO PREVENT FAILITIRE BY SET CLING SFIALL- EXTEND FROM TANK: FOR.
A DISTANCE OF AT 1_LAST FI'JE FEET (5') FROM IIfE INL.EI AND OUTLET
ENDS.
12. TILE CONTRACTOR AND OWNER SHALL. TAKE WHATEVER MEASURES ARE NECESSARY
TO ASSURE THAT (a) SEPTIC TANK: AND SEWER LINES ARE COM[LETEI_Y WATER
TIGOT AND ib) TILE SYSTEM IS fl] DF INSTALLED 1'0 PREVENT FFEE1111iA(OF
AIL PRESSURE AND URAV1:1"Y SEWER LINES.
17,. THE PT If IN COUNTY Cr1VIRONJIFNTAL I-ICALTH DEPARTMENT AND TILE ENG11•.IF:ER
S31TAILL DE NOTIFIED WLIEN CONSTRUCfII011 COMMENCES AND I+LEI='r ABREAST OF
11IL CONSTRLICT:ION I GGR:ESS SCI IIIAT .91..IF-FIGIENT INSPECTION CAN ICE
F'1 I FnkNfED IT) ASSHRF CONFORMANCE WITH THESE I -L -ANS. PROVIDE A MINIMUM
HI 10 HOURS NOl I(L TO EACH.
14.. ORIGINAL INAL. MAPP'.ING SUPPLIED BY OWNER. FIELD 'VERIFY GRADES AND
I OLATIONS OF SEWr OF DLSFOoAI CnNI OPIF-NTS IDEPITIFIFD FOR
O F'I'T [CADTLITY TO LIIIRENI FIELD CONI]LTfONS_ ALL FIETD VERIFICATIONS
IIU5T NG PFRFnRMED PPIOR: 10 C:ONSfRII[:f101V. PTITIFY FNG111IEFR OF ANY
DISCRFFANCIC5 TIIAT MAY EXIST.
15.-SHIISTTFUTION IIF MAfFFIAL-3 IS ACCEPTAIiI,E PROVIDED THE PITFCIN COUN-Ot
_ .L"II' IFONIIFNTAL HEALTH DEPARTMENI AND THE ENGINEER ARE NOTIFIED OF
'SIKH FiP1D ARE: 1N FAVOR OF '-i I.ICIi SIIF+SI l I'U rinrd5.
Df f;I(;N I I 1 TT. (F
1 . NI If If rt I� !]F DF DI 01JCIIJS I
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DFSI UII I PIC; IOR [C)PILI I NA( ICAC EVAPO- I-EOt ISPIRfAI
ION/APEiOP:FI II;r.I
METHOD, OF EI FLOLIIf D1SF"OSAL.
FROM PI -RC TEST, I EIC R:AfF 15 U FAIFP
TEIAII SO I11"1 ( IL. ..
120 MFT . ) . LOAD LII( F.(JT F I). 14iii I OHS,
,f UAY
FV, F Il Tf R AN SP IF A 10fJ- USE ;TAT 11,ri14:fF
f,+,ALE: I.—r�IT m I::
ri Ci r.l. LOOS/SF, DAV
iL=F:f11111:- F IEL1) AI"F. A:
FIJI( Aff7;Ijr:I'T ION;
WHERE:
D-= A AI / ( 1.98--(). OS.`]L)
A=FIEI.1,
U=FL.ON
LOR r VOPCl-TRf.N5F'IfiATIn1V
L=LCIADING RATE
CP
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MON.
ON
m1eF!j1j
VICINITY MAP
SCALE: /" =,? MILE
CLEAN—OUT DETAIL
N T,5
0
N
SANDY TOPSOIL
VAR/ES /N DEPTH
S,4ND
o 4" PERFORATED PVC
DISTRIBUTION PIPING
�1
ROCK
cl
TERAL PIPING DETAIL
4" TEE, DO NOT GLUE
4" A/R VENT
SEED TOPSOIL �• '
STR4 TA
y M/R4Fl FgBRIC
ROCK MOUNDED
ABOVE PIPE
PERFORA BONS
STRATA
AIR VENT DETAIL
N. T. S.
?A TED PVC
'E
FT.
REVISIONS
GENERAL NOTES `
1 . ALL I1F1TE1=.f ALE], INSTALLATION PRACTICES, SETBACK REQUIREHENl-S, ETC.,
SHALL EIOMPI Y WITH 1FIE PITF:IPI COUNTY fNDIVIDIJAL SEWAGE DISPOSAL_
SYSTEM REGULATIONS.
2. THE E.T.O.PED SHALL BE CONSTRUCTED SO THAI- THE BOTTOM IS LEVEL
4- - 0.1. . FI ACE PfD IN NATURAL. BROLIf1D; NO PORTION OF THE DED SHAL.L..
FL PLACED ITV FILL. -
3.
IL!3. PRI (VIDE ADEDUAI'E SURFACE WATER DIVE.F:SIOPI TO ASSURE THAT RUN-OFF
DOES NOT ENTER l'IIF DED.
4. STONE. SHALL HE 1 ._' r0 -7 1 ' I SCPEI NED PHIL F/
5. SAND SI-IAI_I DE 0. 5 111 1 . 0 MM EFF EC T L F v ITE L1I TH A UN T FORM I I Y
COEFFICIENT (IF 4 (1F LESS
6.
THE fFLfll`IIENDED PIED SEEDING IS BLUE f:rROSS rT 4 TO 6 LDS /IUnn
SCI.FT. ALL. OTHER AREAS DISFUR'DED by CONSTRUCTION SHALL. FIE RESEEDED
WITH NATIVE GROSSED TO PRE.VE.rIT LRC]'-iTl)N
— 11-4r-. LOCATION (1F THE RED MAY BE (hILISTED IN THE FIELD TO BETTER FII
TLIE SITE, PROVIDED ALL SETDACI'S ARE I'IET.
3 DRAIN HOL-FS IN 4 rFIFORArE.D FIFE 70 HE AT '?' SPACING (2 HOLFS FEF'
SF'ALIN6 -'/ ' DIA (LOCATED DOWNWARD).
Y 4 PVC TE:LS SHOAT D NOT BE GLIDED TO ENABLE ODSETVAfIOLIS OF WYIER
LEVEL ITV SYSIEM AND TO REMOVE-- EXCESS SAI.TS ACCUMULAr ION OR SURPL_Y,
WATER, IF NECESSARY.
1.,?. USE RISERS AS NEEDED TO BRING SEPTIC: TANK: ACCESS FIATCH WITHIN 6" OF
FINISHED GRADE.
11. CAST IRON PIPE OR PIPE OF EQUAL_ STRENGTH OF. OTHER PIPE PROPERLY
SUPPOF(TED TO PREVENT FAILITIRE BY SET CLING SFIALL- EXTEND FROM TANK: FOR.
A DISTANCE OF AT 1_LAST FI'JE FEET (5') FROM IIfE INL.EI AND OUTLET
ENDS.
12. TILE CONTRACTOR AND OWNER SHALL. TAKE WHATEVER MEASURES ARE NECESSARY
TO ASSURE THAT (a) SEPTIC TANK: AND SEWER LINES ARE COM[LETEI_Y WATER
TIGOT AND ib) TILE SYSTEM IS fl] DF INSTALLED 1'0 PREVENT FFEE1111iA(OF
AIL PRESSURE AND URAV1:1"Y SEWER LINES.
17,. THE PT If IN COUNTY Cr1VIRONJIFNTAL I-ICALTH DEPARTMENT AND TILE ENG11•.IF:ER
S31TAILL DE NOTIFIED WLIEN CONSTRUCfII011 COMMENCES AND I+LEI='r ABREAST OF
11IL CONSTRLICT:ION I GGR:ESS SCI IIIAT .91..IF-FIGIENT INSPECTION CAN ICE
F'1 I FnkNfED IT) ASSHRF CONFORMANCE WITH THESE I -L -ANS. PROVIDE A MINIMUM
HI 10 HOURS NOl I(L TO EACH.
14.. ORIGINAL INAL. MAPP'.ING SUPPLIED BY OWNER. FIELD 'VERIFY GRADES AND
I OLATIONS OF SEWr OF DLSFOoAI CnNI OPIF-NTS IDEPITIFIFD FOR
O F'I'T [CADTLITY TO LIIIRENI FIELD CONI]LTfONS_ ALL FIETD VERIFICATIONS
IIU5T NG PFRFnRMED PPIOR: 10 C:ONSfRII[:f101V. PTITIFY FNG111IEFR OF ANY
DISCRFFANCIC5 TIIAT MAY EXIST.
15.-SHIISTTFUTION IIF MAfFFIAL-3 IS ACCEPTAIiI,E PROVIDED THE PITFCIN COUN-Ot
_ .L"II' IFONIIFNTAL HEALTH DEPARTMENI AND THE ENGINEER ARE NOTIFIED OF
'SIKH FiP1D ARE: 1N FAVOR OF '-i I.ICIi SIIF+SI l I'U rinrd5.
Df f;I(;N I I 1 TT. (F
1 . NI If If rt I� !]F DF DI 01JCIIJS I
... I I (I) DE I F RN I NA I Ifit l
0) r it TIF 2 IERSLIII /IJhDJ) 001'1'14 , 1,I -
IP'CD
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if D
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AI_II11,161LE: LOAD II'JI: If)[
DFSI UII I PIC; IOR [C)PILI I NA( ICAC EVAPO- I-EOt ISPIRfAI
ION/APEiOP:FI II;r.I
METHOD, OF EI FLOLIIf D1SF"OSAL.
FROM PI -RC TEST, I EIC R:AfF 15 U FAIFP
TEIAII SO I11"1 ( IL. ..
120 MFT . ) . LOAD LII( F.(JT F I). 14iii I OHS,
,f UAY
FV, F Il Tf R AN SP IF A 10fJ- USE ;TAT 11,ri14:fF
f,+,ALE: I.—r�IT m I::
ri Ci r.l. LOOS/SF, DAV
iL=F:f11111:- F IEL1) AI"F. A:
FIJI( Aff7;Ijr:I'T ION;
WHERE:
D-= A AI / ( 1.98--(). OS.`]L)
A=FIEI.1,
U=FL.ON
LOR r VOPCl-TRf.N5F'IfiATIn1V
L=LCIADING RATE
CP
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SCHMUESER GORDON MEYER INC.
G ENGINEERS & SURVEYORS
M 1512 GRAND AVENUE, SUITE 212
GLENWOOD SPRINGS, COLORADO 81601
13031 945 - 1 004
■ NO. I DESCRIPTION I DATE I BY I CHKD.I
STONE RESIDENCE
/SDS
SEWAGE DISPOSAL
SYSTEM
P/TK/N COUNTY
COLORADO
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