HomeMy WebLinkAbout110 Mountain View Rd - 239122401003 - 0865ISINDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
Eagle County Department of Environmental Health PERMIT N® 0865
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: Curtis Cleveland/Hattie Shaffer Telephone: 923-6365
Address: P. 0. Box, 221, Woody Creek, Colorado 81656
System Location:
0110 Mtn. View
Rd., Lot 4, Oak Ridge
I Aspen Mtn View Sub
Licensed Installer:
�J—OsegrI
?_aVVAC)(ZA
License Number:
Conditional installation approval is hereby granted for the following:
Minimum requirements:1000 Gallon Septic Tank or N� Aerated Treatment unit
Absorption area of dispersal area computed as follows:
Percolation rate:_ Inch in -2 i Minutes
Absorption area per bedroom Sq. Ft.
Number of Bedrooms 1 (3 1 X Sq. Ft. minimum requirement per bedroom -
equals Total Sq. Ft. minimum requirement
Special Requirements: Installation to be as per Engineered design.
Date: 8-16-88 Environmental Health Officer: Sid Fox
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.
j� /ov ` LeN�-H,S o lU S�3 2
INSTALLED ABSORPTION OR DISPERSAL AREA: /' -:
INSTALLED SEPTIC TANK: 10015 GALLONS; /ego DEGREES;�FEET
DESIGN ENGINEER OF SYSTEM ���F 5)M6IVSdN Sc�Y"Oe5O.Z- �e.0ati I'�.! f2
INSTALLER OF SYSTEM: +y)wzA PHONE:
SEPTIC TANK CLEANOUT TO WITHIN 12"OF FINAL GRADE OR
AERATED ACCESS PORTS ABOVE GRADE: YES NO
PROPER MATERIALS AND ASSEMBLY: YES t/ NO
COMPLIANCE WITH PERMIT REQUIREMENTS: YES 'NO
COMPLIANCE WITH COUNTY / STATE REGULATION REQUIREMENTS: YES NO
COMMENTS: TiispecT C)N
t7" Sl3 2 cN e—
(Any item checked NO requires correction before final approval of system is made. Arrange a re -inspection when
work is completed.) _
DATE (Final Approval) 12I 2'yg ENVIRONMENTAL HEALTH OFFICER:
DATE (Re -Inspection) ENVIRONMENTAL HEALTH OFFICER:
RETAIN WITH RECEIPT RECORDS PERMIT
Name of Applicant: Curtis Cleveland/Hattie Shaff rName of Owner: Same
Amount Paid: $275.00 Receipt Number: 19 Date: 6-22-88 Cashier: E. Hueni ck
Check # 8492
White and Pink Copies - Environmental Health Department Yellow Copy - Applicant / Owner
� iyy
Appr ICAT:^' FOR:': �' .aL :;F.:�:\(' DI���S:�L -;�- iir.r•.rT
l ENVIRONMENTAL I:EALTii OFr ICE - EAGLE COON •
P.O. BON 1150
I Eagle, Colorado 51631 No. , J
PERMIT APPLICATION FEE: S150.00 328-7311 �
PE. f OLMO., TEST FEE: $125,-00
NAME OF • OVN ER : J
ADDRESS: __ 30� �� ��.,p�''• �rct� �
NAME OF APPLICVNT (if different froiu owner):
ADDRESS:
PI[O::E: p,2-3
PHONE:
DESICN ENGINEER OF SYSTDI.(if applicable):
ADDRESS:
P rccav�4 iCi :i: V:+JlUuL i :: Ii4S,.ALL1TION OF SYSTEM:—
Licensed Installer (see attached list): YES-
ADDRESS: •
PHO"E:
NO
PHONE:
PER`IIT APPLICATION IS FOR: New Installation
( )
Alteration ( ) Repair
LOCATION OF PROPOSED INDIVIDUAL —SET —?AGE DISPOSAL SYSTE`•I:
Street/Rural Address: p D
Lot Size:
Legal Description: �v f `f 0,9KR(Z26E- _
BUILDING OR SERVICE TYPE (check applicable cate^_orv):
( ✓� Residential - Single Family
( )
Residential - QuadDlex
( ) Residential - Duplex
( ) Residential
( )
Co--m-ercial (state usage)
- Tr_Dlec
NUMBER OF PERSONS:
rT :IBER OF BEDROOMS: l
WASTE TYPES (check applicable cateeories):
( ) Commercial or Institutional
M,7elling
( ) Non -Domestic Wastes
(✓)
Transient Use
(�) Garbage Disposal
( )
Dish::asher
Automatic Washer
( )
Spa Tub
(
)
Other
-TYPE
OF
I-DIVIDUAL SET -.AGE
DISPOSAL SYS=-1 PROPOSED:
(
vT•
Septic Tank
(
) Composting Toilet
(
)
Incineration Toilet
(
)
Vault Privy
("
) Greywater
(
)
Chemical Toilet
(
)
Pit Privy
(
) Aeration Plant
(
)
Rec,;cling, Potable Use
(
)
Other
(
)
Recycling, Other Use
WILL
EFFLUENT BE DISCHARGED
DIRECTL`i INTO WATERS OF
THE STATE:
YES
IS SYSTc 1 DESIGNED FOR LESS T'r?M 2,000 GALLONS P; R DAY: YES
-
( ) NO ( )
WASTEWATER FLOW REDUCTION' PLAN: YES
( ) NO ( }
(T S Yes , see attached wastexa tet S.Cc•ro Aeducti.on met'cods )
NOTE: The Er1LZto;u,7ejitaL` Heae-th 0S6.C.Ce•t mail •teduce tie •'C2GL(i. 2d ab.sa%Lpt(on area upon
appnavaC aS an adequate (ca5.Lz;cr, t2 StCcv Aeduct%orc p.Ca;i.
SOURCE AND TYPE OF DATER SUPPLY: (� T•:e11 ( ) Spr;no
( ) Creek/Stream
Give depth of all wells within 200 feet of system: /(/o
If supplied by community w ter, give name of supplier:
SIGNATURE:Zrn-4—
_
DATE:
----------------------------
,;.� v--c IS
---
INFORMATION BELOW TO BE FILLED OUT BY FNVIRON-'IENTAL HEALTH OFFICER:
--�
GROUND CONDITIONS: Peneertit G.tound Slope (Jj s
Depth .to Bedtoeh (pen 8' PAo S,_Ce Hot e) r
Depth to GnoundIcatet Tab.Ce
SOIL PERCOLATION TEST RESULTS:. A eclat pe,t .crick in
Ho.Ce P r
,1 ALuuLtes pen inch .to
F � L teS
Ho.Ce # 2
to pen •(.iidt Lo
rrot q �
FINAL DISPOSAL BY:
Absoap-t(or'L Tnenck, Bed o.t Pit [ ) Bvapo.ttaasp.itati.ar2
( ) Above Gncund D.ispet aC ( ) Sand Fie-tet
( ) UndetyLowid D.ispnsa.0 ( J Was.t:Lratc.t Pond
G
Amowit Pacd: '/ `-'" Recei,,_Q Ncwibvi.
•------------- - - - - -- � 8----- --- ' L7---- -__
NOTE: Site Plan must be attached to'application. AUG mQ 1988
(Env. Health Department - Rev. 4-07-83) EAG�,_ r). ' ." Y
BUILDING L)iaJ- T,
I
PERCOLATION TEST
ENVIRONiNE"ITAL HEALTH DEPARTi•1ENT
Eagle
County. ET
FEE: $50.00
ISDS APPLICATION iIO.
OWNER: I '�.a [Z �s
���C'u�IGi,,
LEGAL DESCRIPTION:
(,0-1-
.RURAL ADDRESS:
n I I p IM
TYPE OF DL•lELLING:
��
a
��
NUMBER OF BEDROOMS:
reo So
DATE OF PERCOLATION TEST: AI cc2dv
TYPE OF SOIL: hJ?�
TEST HOLES PRE-SOAKED: YES NO
a�
3q
;s
l;ry
WATER DEPTH
2
37'16
3 e �/&
4/0
z
1 %v
INCHES OF FALL
PERCOLATION RATE:
RECOMMENDED MINIMUM SEPTIC TANK SIZE: IpO� GAt1o�.1
RECOi•1MENDED MINIMUM LEACH FIELD SIZE:
RECOMMENDED MINIMUM SQUARE FOOTAGE PER BEDROOM:
SITE HAS BEEN REVIE1,4ED AND TESTED FOR PERCOLATION RATE.
Environmental Health Officer e tDa
Date
COMMENTS:
Rev. 5/31/84
::Zc _�wu........
RATE
3 a 1 2
I
1. I�
i1 40
1 N(r , 1134.V7 Zo
PERCOLATIO�d TEST
ENVIRONMENTAL HEALTH DEPARTi•lENT
FEE: 550.00 Eagle County E-.r
ISDS APPLICATION N0.
014NER:
LEGAL DESCRIPTION: L..o-r �-� - ���< �10 � —
RURAL ADDRESS: 1 l O N U,(&u
TYPE OF DWELLING: "
ojv'^ NUMBER OF BEDROOMS:
TOP Sol'
DATE OF PERCOLATION TEST:le�:f.
--7-f3-cgs TYPE OF SOIL:
TEST HOLES PRE-SOAKED: YES NO
PERCOLATION RATE:
RECOMMENDED MINIMUM SEPTIC TANK SIZE: ►p00 GAt\oc.1
RECOMMENDED MINIMUM LEACH FIELD SIZE:
RECOMMENDED MINIMUM SQUARE FOOTAGE PER BEDROOM:
SITE HAS BEEN REVIE!-JED AND TESTED FOR PERCOLATION RATE.
Environmental Health OfficerDate
COMMENTS: T)CisU-eazd ]cj "aClm+.eeee
Rev. 5/31/84
SCHMUESER GORDON MEYER, INC.
1512 Grand Avenue Suite 212
GLENWOOD SPRINGS, COLORADO 81601
LIEU E D (01F �O C SOMOVUL
(303) 945-2004
TO
WE ARE SENDING YOU Attached ❑ Under separate cover via_
❑ Shop drawings C�4jPrints El Plans El Samples
❑ Copy of letter f(❑l Change order ❑
DATE JOB N
`7
ATTENTI O
RE:
the foUing Ams88
of G..ggtwn' V. e�#Ilt�,4s
COPIES
DESCRIPTION
,jD�AT
jNO.
THESE ARE RANSMITTED as checked below:
For approval ❑ Approved as submitted
For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
For review and comment ❑
VN
❑ FOR BIDS DUE 19
REMARKS
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO A1511
SIGNED: -
PRODUCT 240-3 Ees Int, GroWn, Mm 01471. If enclosures are not as noted, kindly notify us at once.
SCHMUESER GORDON MEYER, INC.
1512 GRAND AVENUE, SUITE 212 • GLENWOOD SPRINGS, CO 81801
(303) 945-1 004
-�
DATE } L
TO
6eW
AAP�F
RECEIVED
u C.-�
I-
J
mUU1 •_
Dept umal My.
0i
Eagle CO 91631.
aq..,y /VVj7Livojao
-o
1 S
7Y�@Lr.AA
AA,
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WtC
r
BY
Rom a NN73 The Drawing Board, Dallas, Texas 75266-0429
® Wheeler Group, Inc, 1962
INSTRUCTIONS TO SENDER:
1. KEEP YELLOW COPY. 2. SEND WHITE AND PINK COPIES INTACT.
SIGNED
INSTRUCTIONS TO RECEIVER:
1. WRITE REPLY. 2. DETACH STUB. KEEP PINK COPY_ RFTIIRN WHITE MPV Tn —1—
SCHMUESER GORDON MEYER, INC.
1 512 GRAND AVENUE, SUITE 212 • GLENWO0D SPRINGS, CO 81601
(303) 945-1 004
T
DATE
TO
DATE
-}
i .--
OFFe
1�
BY SIGNED
hem h eler The Orc, 19 Board, Dallas, Texas 75266-0429 ` �� w ,
® Wheeler Cxalp, Inc, 1962 Jv
INSTRUCTIONS TO SENDER: RU TIONS TO CENER:
1. KEEP YELLOW COPY. 2 SEND WHITE AND PINK COPIES INTACT. 1. WRITE REPLY. 2 DETACH STUB. KEEP PINK COPY RFTI IRN WwTF rncv — --
WO -
JOB NAME JOB NO._
i
�a1
NN
ei:E DATE COMPLETED
DATE BILLED
JOB COST SUMMARY
TOTAL SELLING PRICE
TOTAL MATERIAL
TOTAL LABOR
INSURANCE
SALES TAX
MISC. COSTS
TOTAL JOB COST
GROSS PROFIT
LESS OVERHEAD COSTS
% OF SELLING PRICE
NET PROFIT
JOB FOLDER Product 278 �® NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471 JOB FOLDER Printed irlU,$. A.
i
E
{
PLUG:
_
_
45' MJ
-
-
ELBOW
-
= 45• MJ
4 " PVC 5' JP
1.
GENERAL NOTES
All materials, installation practices, setback requirements, etc.,
shall comply with the Eagle County Individual Sewage Disposal
System Regulations.'`
2.
The absorption trenches shall -be constructed so that -the bottom is
�` -OUT
OV T DETAIL
level + 0.1 inches. Place trench in natural ground, no portion of
the trench be in fill.
CLEAN
shall placed ;Provide positive drainage away
from trenches.
3.
r,,A 1= areas disturbed=by-eanstructiori=pia = reseeded _wit)i e�aCi
-
i
gasses_- to prevent -- - -
4.
ne location of the trenches may be adjusted in the field to better
fit the site, provided all setbacks are met.
f
5.
Use risers as needed to bring septic tank access hatch -within 6"_ of
i'
finished grade. _
F
6.
Cast iron pipe or pipe of equal strength or other pipe properly
supported to prevent failure by settling shall extend from tank for
a distance of at least five feet (5') from the inlet and outlet
ends
7.
The Contractor and Owner shall take whatever measures -are necessary- -
to assure that (a) septic tank and sewer lines =are : completely
k
water -tight to prevent infiltration of groundwater into - the system,
and (b) the system is to be installed to prevent freezing of all
_
gravity sewer lines.
8.
The location of existing utilities. must be verified by Contractor
prior to commencing work.
9.
The Eagle County Environmental Health Department and the Engineer
_
shall be notified when construction commences and kept abreast of
{
the- construction progress, so that sufficient. inspection can be.
performed to assure conformance with .these plans.
10.
Site map'& topography supplied by Owner._
11.
An alternative absorption bed may be substituted for the absorption
trenches.
Design criteria: 1.95 (450) - 0.055 (450) _ 1570.7 S.F.=
(Use 24 x 66 bed size)
Bed to consist of
Al 4" solid wall Class 160 PVC header pipe.- Slope 0"/ft.
_
P -
B) 4"-perforated Class 160 PVC distribution piping at 6' centers
k
with looped ends. Slope 0"/ft. -.
C) Minimum 12" of 1/2" to 2-1/2" washed gravel distributed
evenly over entire bed. _
D) Mirafic filter fabric or 4".of straw over gravel.'
E) Minimum of 10" backfill over gravel with top 6" to be
topsoil.
Construction Procedures: _
{
A) Bed to be constructed level. 0.1' + with no portion of bed in
t
fill. -
B):Scarify bottom of bed and place gravel. 4" PVC to be placed
with a minimum 6" of gravel below pipe and minimum 2" gravel
- -
above pipe. Pipe to be laid level.--
Q Place fabric or straw and backfill to finished grade.
No vehicular traffic to be allowed on bed.
DESIGN CRITERIA-
- I.
Number of bedrooms = 3 (Use 1000 gallon septic tank)
2.
Percolation -rate = 27.3 min./inch -
_-
(For percolation rate of 27.3 MPI, use loading rate of
0. 55gal/SF/day)
3.-
Determine design flow =
-
(3 BDR) (2 persons)_(75 9Pcd) = 450 gpd
.
}
4.
Determine area of trench
A = 1.5 Q - 0.055 Q F
;
L F
-
i-
A = 1.5 (450) - 0.055 (450)
0.55 - E
RECEIVED.
A = 1202.52 S.F.
,
-For
AUG 0 5 88
5.
3'0".wide trench or 10" ADS SB-2 graveless leach bed.
Dept of Comm. Dev.
F
L = A 1202.52 =- 400.84 L. F.
180& CO $16.31
3 3
4
�-
s trenches at 80.50 feet -each.
SCHMUESER-GORDON MEYER INC.
-Use
�G ENGINEERS & SURVEYORS
1512 GRAND AVENUE, SUITE 212
GLENWOOD SPRINGS, COLORADO ; 81601
13031 945 - 1004
. REVISIONS
HAr/E SHaFFER EAGLE COUNTY
NO;
DESCRIPTION
DATE
BY
CHKD.
RESIDENCE _ COLORADO
-
-
SB2 DISPOSAL S YS TEM
F
_
r%ArC
I
IAPPR. BY
_
B8/26A
728.88
1 HMS
NOTED JSS -
of
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