HomeMy WebLinkAbout397 Oak Dr - 246909102003INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH
P.O. Box 179 - 550 Broadway a Eagle, Colorado 81631
Telephone: 328-7311 or 949-5257 or 927-3823
YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 923
Please call for final inspection before covering any portion of installed system.
OWNER: RANDOLPH M. AND LINDA PATTON PHONE: 979-1040 (H)
MAILING ADDRESS: 8161 W. WALKER DRIVE, LITTLETON, COLORADO 80123 592-5834 (W)
AGENT: OWNER
PHONE:
SYSTEM LOCATION: LOT 5, PEACHBLOW SUBDIVISION
LICENSED INSTALLER: LICENSE NO.
DESIGN ENGINEER OF SYSTEM, SCHMUESER GORDON�MEYER, INC. 1512 GRAND AVE., GLENWOOD 81601
INSTALLATION IS HEREBY GRANTED FOR THE FOLLOWING: 4s ioviz y � t; p�j . V
i � ff / t v�C, i
GALLON SEPTIC TANK OR GALLON AERATED TREATMENT UNIT.
DISPERSAL AREA REQUIREMENTS:
SQUARE FEET OF SEEPAGE BED SQUARE FEET OF TRENCH BOTTOM.
SPECIAL REQUIREMENTS: _Approved with the condition that the design engineer inspect the on -site
soils at the time of construction and determine whether a standard system or a sand filt
is required. The design engineer should provide written confirmation that the system wa
installed as designed or document acceptable changes to the as -built system.
ENVIRONMENTAL HEALTH OFFICER: Sid Fox DATE: July 21 , 1989
CONDITIONS:
1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM
REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED /N 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 Ill, 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: (TO BE COMPLETED BY INSPECTOR):
NO SYSTEM SHALL BE DEEMED TO BE IN COMLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED'
PRIOR TO COVERING ANY PORTION OF THE SYSTEM..
INSTALLED ABSORPTION OR DISPERSAL AREA: SQUARE FEET.
INSTALLED SEPTIC TANK: Qdo GALLONS _ Z70 DEGREES My FEET
SEPTIC TANK CLEANOUT TO WITHIN 8" OF FINAL GRADE, OR:
PROPER MATERIALS ANDASSEMBLY 0 YES NO
COMPLIANCE WITH COUNTY/STATE REGULATION REQUIREMENTS: /_ YES NO
ANY ITEM �fC�HECKKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED.
COMMENTS: `V t 05'el -50Z,p4. L`%.-- , 1.55,-e
ENVIRONMENTAL HEALTH OFFICER: ��ve/;- l.- DATE:
ENVIRONMENTAL HEALTH OFFICER: DATE:
(RE -INSPECTION IF NECESSARY)
RETAIN WITH RECEIPT RECORDS PERMIT
APPLICANTIAGENT: Randolph M. and Linda Patton OWNER: Randolph M. and Linda Patton
AMOUNT PAID: $150. 00 RECEIPT N: 2094 CHECK a: 10121 CASHIER: A. Ru sch
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT C
ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY No. 3253
P. 0. BOX 179
EAGLE, COLORADO 81631
949-5257 Vail 328-7311 Eagle 927-3823 Basalt
PERMIT APPLICATION FEE S150.00 1 PERCOLATION TEST FEE $125.00
NAME OF OWNER:
MAILING ADDRESS:5slei c-j_ 'Dr_ L-M-cam,,,, kk� WNU
NAME OF APPLICANT (If different from owner):
ADDRESS:
PHONE:
3�
DESIGN ENGINEE OF SYSTEM (If applicable): wiU9:3O2 —,—Sc 3
ADDRESS: too — ( Sj Z- 0 PHONE: 6Z_6Al4,100 5
PERSON RESPON. BLE FOR INSTALLATION OF SYSTEM: IAA6)1__.
LICENSED INSTALLER: ( ) YES ( ) NO
ADDRESS: PHONE:
PERMIT APPLICATION IS FOR: (� NEW INSTALLATION ( ) ALTERATION ( ) REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Physical Address:
�? Parcel Number: 5 Lot Size:
Legal Description: L_ } 5-
BUILDING OR SERVICE TYPE (Check applicable category):
X Residential - Single Family ( ) Residential - Fourplex
( ) Residential - Duplex ( ) Commercial (Type)
( ) Residential - Triplex
NUMBER OF PERSONS: NUMBER OF BEDROOMS:
WASTE TYPES Check applicable categories):
Commercial or Institutional (X) Dwelling
( ) Non -Domestic Wastes ( ) Transient Use
(X) Garbage Disposal ( ) Dishwasher
Automatic Washer ( ) Spa Tub
( ) Other (Specify):
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
Septic Tank Composting Toilet ( ) Incineration Toilet
( ) Vault Privy ( ) Greywater ( ) Chemical Toilet
( ) Pit Privy ( ) Aeration Plant ( ) Recycling, Portable Use
( ). Other ( ) Recycling, Other Use
WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE: ( YES (X) NO
IS SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY: ( YES ( ) NO
WATER CONSERVATION PLAN: ( ) YES ( ) NO
NOTE: The Environmental Health Office may reduce the required absorption area upon
approval of an adequate water conservation plan.
SOURCE AND TYPE OF WATER SUPPLY: (><) Well ( ) Spring ( ) Creek/Stream
Give depth of all wells within 200 feet of System: N _
If s lied by community water, give name of supplier: PC,4CA (ud w V
SIGANTUR �,Jj DATE:
INFORMATION BELOW TO BE FILLED OUT BY ENVIRONMENTAL HEALTH OFFICER:
GROUND CONDITIONS: Percent ground slope
Depth to Bedrock (Per 8' profile hole
Depth to Groundwater table
SOIL PERCOLATION T EJ I RESULTS: Minutes per, inch in Hole #1
Minutes per inch in Hole #2
Minutes per inch in Hole #3
FINAL DISPOSAL BY:
( Absorption Trench, Bed or Pit ( ) Evapotranspiration
Above Ground Dispersal ( ) Sand Filter
( ) Under Ground Dispersal ( ) Wastewater Pond
( ) Other
AMOUNT PAID: +150 RECEIPT NUMBERaQqD,A�E:-7 ZJ"�QI
C',K.. #
NOTE: DETAILED SITE PLAN MUST BE ATTACIiED(TO APPLICATION.
MAKE ALL REMITTANCE PAYABLE TO:�"EAGLE COUNTY TREASURER"
(Environmental Health Dept. - Rev. 4/88)
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EAGLE COUNTY
551 Broadway
Eagle, Colorado 81631
(303) 328 7311
Date: August 23, 1990
Randolph M. & Linda Patton
8161 W.Walker Dr.
Littleton, CO 80123
Re: Final of ISDS Permit No. 923
This letter is to inform you that the above referenced ISDS
Permit has been inspected and finalized. Enclosed is a copy
to retain for your records. Also enclosed are informational
sheets regarding the care of your septic system.
If you have any questions regarding this permit, please
contact the Eagle County Environmental Health Officer, P.O.
Box 179, Eagle, Colorado 81631. We can also be reached
depending on your calling area at the following numbers:
Vail/Avon 949-5257; Basalt/El Jebel 927-3823; Eagle Area
328-8730.
Sincerely,
Roger C. Hosea
Assitant Environmental Health Officer
Community Development_
Enclosures: Informational Sheets
Final ISDS Permit
cc: Chrono file
ISDS file#
Building Permit file#
Board of County Commissioners Assessor Clerk and Recorder Sheriff Treasurer
P.O. Box 850 P.O. Box 449 P.O. Box 537 P.O. Box 359 P.O. Box 479
Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631 Eagle, Colorado 81631
+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
+ PERCOLATION TEST - DATA SHEET +
+ SCHMUESER GORDON MEYER +
+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
+_________________________________________________________-_+
!CLIENT: RI[�HARD HABERMAN |
!LOCATION: PEACH BLOW PUD 05 |
!JOB NUMBER: B9003A �
;DATE PERFORMED: 06-18-89 |
+------ +----------------- +----------------- +________________+
| | � | |
| | HOLE #1 � HOLE #2 1 HOLE #3 |
� +-------- +-------- +-------- +-------- +_______+
| TIME !READING 1 DROP !READING | DROP !READING | DROP |
+------ +-------- +-------- +-------- +-------- +-------- +_______+
1 0:00 120 1/2" 1 - 120 1/2" 1 - 121 1/2" | - �
1 0:05 121 1/2" 1 1" | 22" 1 1 1/2" 122 1/2" | 1" |
1 0:10 122 1/2" | 1" 122 1/2""1 1/2" 123 3/4" | 1 1/4"|
1 0:15 1 23" 1 1/2" 123 1/2" | 1" 124 1/2" | 3/4" |
| 0:20 123 1/2" | 1/2" 123 3/4" | 1/4" ( 25" | 1/2" |
| 0:25 1 24" 1 1/2" 124 1/4" 1 1/2" 125 1/2" | 1/2" |
1 0:30 124 1/2" | 1/2" 124 3/4" | 1/2" 125 3/4" | 1/4" |
� | |
| | | | ( | | |
| TEST ENDED AT 0:30 MIN., INCREMENTAL DROP INDICATED i
| ADEQUATE PRESOAK FOR PERC TEST. | | �
� NOTE: THE DATA IDENTIFIED IN THE LAST 15 MINUTES OF i
� THE TESTING INDICATED A CONSISTENT PERCOLATION RATE |
i �
/ BECAUSE THE TREND |
| OF PERC RATE FOR EACH HOLE WAS DIRECTED TOWARDS THIS |
| RESULT, USE 10 MINUTES PER INCH FOR DESIGN PERC |
� RATE. |
| | | | | | | |
+------ +-------- +-------- +-------- +-------- +-------- +_______+
+___________________________________________________________+
|PERCOLATION RATES: (TOTAL DROP) |
!HOLE #1: 7.5 MPI HOLE #2: 7.06 MPI HOLE #3: 7.06 MPI|
r-----------------------------------------------------------+
!PERCOLATION RATES: (INCREMENTAL AVERAGES -USE FOR DESIGN) i
!HOLE #1: 7.5 MPI HOLE #2: 5.88 MPI HOLE #3: 5.88 MPI|
+------------------------------------------------------------
+ -------------------------------------------------------------
1512 Grand Avenue, Suite 212
Glenwood Springs, Colorado 81601
(303) 945-1004
July 12, 1989
Mr. Sid Fox
Environmental Health Department
Eagle County
P.O. Box 179
Eagle, CO 81631
RE: Lot 5, Peachblow ISDS
Eagle County, Colorado
Dear Sid:
Please find enclosed a submittal for the acquisition of an individual
sewage disposal system permit. The submittal information is inclusive
of Permit No. 3253, a check in the amount of $150, percolation test
data sheet and a 24" x 36" drawing identifying the proposed sewage dis-
posal system construction. As can be interpreted from the percolation
test data sheet, the percolation rates warrant the use of either a
standard system or a sand filter type system (depending upon depths to
bedrock and groundwater). We have disigned the bed construction as
shown on the 24" x 36" drawing for a 10 min/in. percolation rate.
As can be seen on the attached drawing, we are proposing two bed cross
sections, depending upon on -site soils investigation at the time of
construction. The percolation tests were adequate to size the field,
however, we are reserving the opportunity to excavate an eight -foot
deep profile hole to locate bedrock. Depending upon the depth to
bedrock ( and depth to groundwater, if any, we will select the type of
bed construction that is required for the site.
Please review the enclosed information. If you have any questions or
comments, please do not hesitate to call.
Sincerely,
SCHMUESER CORDON MEYER.-INC.
RECEIVED
EAGLE COUNTY
CMMUIN'ITY DEVELOPMENT
cc: Mr. Richard Haberman
1512 Grand Avenue, Suite 212
SCHMUESER GORDON MEYER INC. Glenwood Springs, Colorado 81601
(303) 945-1004
CONSULTING ENGINEERS & SURVEYORS
July 17, 1989
Mr. Sid Fox
Environmental Health Department
Eagle County
P.O. Box 179
Eagle, CO 81631
RE: Iot 5, Peachblow ISDS
Eagle County, Colorado
Dear Sid:
Per our phone conversation on July 14, 1989, I am submitting this
letter to discuss the ISDS proposed for construction as it relates in
location to the 100 year floodplain of the Frying Pan River. Based
upon the mapping and observations in the field, the proposed field
location is approximately 21 feet higher than the adjacent water level
of the Frying Pan River.
Please find enclosed a copy of the Flood Insurance mapping available
for this area which was produced by the Federal Emergency Management
Agency. It appears that the site is adjacent to the river (from a
floodplain standpoint) and lies between cross section BK and BL. As
can be discerned from this mapping, it is obvious that, on the south
side of the river, the floodplain does not top out of its existing
banks. Therefore, it can also be discerned that the proposed septic
system is not located within the 100-year floodplain of the Frying Pan
River.
If you have any questions or comments, please do not hesitate to call.
Sincerely,
SCHMUESER GORDON MEYER, INC.
J e S. Simonson, P.E.
JSS: ec/9134 R�GEIVE®
Enclosure
1989
LAUGL . COUNTY
' ;S; LIN1 TY DEVELOPMENT
I
APPROXIMATE SCALE
500 0 500 FEET
NATIONAL FLOOD INSURANCE PROGRAM
F L 0 auk I) W A%Tff
FLOOD BOUNDARY AND
FLOODWAY MAP
EAGLE
COUNTY,
COLO ADO
UNINCORPORATED AREA
PANEL 436 OF 500
(SEE MAP INDEX FOR PANELS NOT PRINTED)
COMMUNITY -PANEL NUMBER
080051 0436 C
MAP REVISED:
JANUARY 25, 1983
Federal Emergency Management Agency
Co
�J
r mJ FRYir
1001 Grand Avenue, Suite 2-E
Glenwood Springs, Colorado 81601
(303) 945-1004 (303) 925-6501
Fax (303) 945-5948
July 6, 1990
Mr. Ray Merry
P.O. Box 179
Eagle, Co. 81631
RE: Patton ISDS, Frying Pan River, Eagle County, Co.
(SGM Job # 90139)
Dear Ray:
ECE1V ED
E G'. E CC'..a ± Y
CONIINIUNI Y DEVELOPMENT
Please let this letter serve as a report discussing the observations and
conclusions made on the excavation of the Patton ISDS located on the
Frying Pan River in Eagle County, Colorado.
On July 6, 1990 I met with Curtis Cleveland and his contractor for the
Patton sewer system at the site to evaluate the on -site field conditions
as they relate to the construction of the sewage disposal system.
Based upon the observations made in the field it appears the system as
designed can have eliminated the use of the dosing system proposed.
In essence, it appears that there is enough gravity flow or enough slope
to allow a gravity flow system from the septic tank to the leach field.
Based upon the field observations made the following bed cross section
will be used:
1. There was observed 30 to 36 inches of native soil over-
lying bedrock.
2. The sand fill of 12 to 18 inches will be required to be placed
over this native soil.
3. 12 inches of gravel will be required with 6 inches between
the bottom of gravel and the bottom of the 4 inch
distribution piping in the field.
In addition to the bed cross section, it appears that the field will better
fit the site (with set back restraints and bedrock restraints) by
revising the bed dimensions to be 12' x 50' (without water savings) or 12'
x 37.5' (with water savings).
At this point in time it appears that the contractor will be going with the
option of not using water savings therefore going to put in a 12'x 50'
bed.
July 6, 1990
Patton ISDS
Page 2
j [I jr. n q 149n
Gaol iJi DE"' OPP,&ENT
Upon review of this letter if you have any questions or comments, please
don't hesitate to call.
Sing.erely,
Sic UESE GOR N MEYER, INC.
i r S. M) soo
Si o son, P.E.
Curtis Cleveland
JS/ja90139
1001 Grand Avenue, Suite 2-E
Glenwood Springs, Colorado 81601
(303) 945-1004 (303) 925-6501
Fax (303) 945-5948
V
August 20, 1990
Mr. Boger Hosea
Assistant Environmental Health Officer
Eagle County Environmental Health Dept.
P.O. Box 179
Eagle, Co. 81631
BE: Patton ISDS
Dear Roger:
This letter is intended to follow-up our phone conversation of this
date which reconfirms our conversation in writing that the
contractor did build the Patton ISDS in accordance to my June 6,
1990 letter to Eagle County. In that letter, revisions to our
previously submitted plan for this project were revised.
Essentially the revisions were made to consider depth to bedrock
concerns and operation of the leach field by means of gravity flow
verses a mechanically dosed system.
If you have any questions or comments, please don't hestitate to
call.
Sincerely,
SCHWJESER GORDON MEYER, INC.
J er y S. Simonson, P.E.
jslja999
2.23.27 DRAINAGE
Drainage easements shall be provided for all permanent and
seasonal water courses and shall be.in accordance with the
approved drainage study and drainage plan.
2.23.28 IRRIGATION DITCHES
Irrigation Ditch easements shall be provided for all irrigation
ditches crossing the proposed subdivision, unless the
subdivider can prove conclusively that they have been legally
abandoned. Irrigation ditch easements shall be of a width
equal to the average ditch width plus 20 feet or as otherwise
recommended by the ditch owner and as approved by the Board.
2.23.29 UNDERGROUND WIRING
Where a subdivider proposes underground wiring systems, it
shall be his responsibility to coordinate design of the systems
with the appropriate utility company during the Preliminary
design stage. No reference to provision of underground wiring
facilities shall be made on either the Final Plat or on any
covenants unless the subdivider has submitted to the Commission
an agreement between the subdivider and the utility company
detailing the method of compensation to the utility company for
installation of underground wiring. The County shall not be
party to said agreement.
2.23.30 LOT AND BLOCK DESIGN
General criteria for lot and block design are found in the
applicable zone district sections and Section 2.07
Supplementary Regulations. In addition to the requirements set
forth therein, each lot created in a subdivision shall be
physically capable of accommodating a structure devoted to the
intended use of the lot. Each lot shall have a frontage on a
dedicated street of not less than twenty-five (25) feet. For.
subdivisions where a central water,system but no central sewer
System is provided, ' or' vice versa, ;the minimum lot size shall
be one , ' acre. Additional area Y,Xay ,.be.,..required, f � determined
necessary by the shape' of he land or from soil_ 'percolation `�'
tests. For subdivisions to.be..served..by boths ndiviaddl; water
supply and sewagedisposal systems the minimum lot'"'size shall'
be two (2) acres.' Additional area may be required of
individual lots where necessary because of shape of the land or
results of soil percolation tests.
255
Peachblow PUD Septic Records
Lot # Parcel # Address Year Built ISDS #
1
246909101001
Vacant
N/A
N/A
2
246909101002
112 Ash Rd.
1983
IS-0569 _
3
246909101003
125 Ash Rd.
1986
IS-0745
4
246909102001
134 Ash Rd.
1983
IS-0629
5
246909102003
397 Oak Rd.
1990
IS-0923
6
246909102004
Vacant
N/A
N/A
7
246909102005
321 Oak Rd.
1986
IS-0744
8
246909205001
207 Oak Rd.
1991
IS-1064-91*
9
246909205002
113 Oak Rd.
1985
IS-0661
10
246909203001
Vacant
N/A
N/A
11
246909203002
Vacant
N/A
N/A
12
246909203003
142 Spruce Rd..
1983
Unknown
13
246909203004
Vacant
N/A
N/A
Common
246909102002 1
Common
N/A
N/A
�Llectronic record missing
f
JOB NAME gq:� OhK RD
JOB NO.
OB LOCATION
BILL TO
DATE STARTED
COM
P-€D M Trn _rrTr--�i �.cv
OWNER: Randolph M. &Linda Patton
LOCATION: Lot 5, Peachblow Subdivision
INSTALLER:--Randol-ph M-. Patton-
SIZE OF TANK: 1000 Gallons
DWELLING: 2 bedroom residence
- PERC RATE 10 MPI - --
ABSORPTION AREA: 600 sq. ft.
FINALIZED:_ 8-23-90 _ _ BY: Roger Hosea
BP# 4038 -
TODAY'S PRIORITIES
Date 2 Issued By
- _ - COMPLIMENTS OF
SKI COUNTRY PRINTING
Eagle/Gypsum 328-6656 Avon/Vail 949-1650
ac
P-,,t%m 7-IZ -QO
5
ca�� -�7-
G Qo
Pat l 7- 6 40
O-gL -
J'a7 ,y Gtib�iur
i
GENERAL F
NOTES
1
! r li �1`��� c\ I Lr �/ � „ i.
5 1. All materials, installation practices, setbacks, etc.
shall conform to Eagle County Individual Sewage System
tI
Regulations.
" II) /� ��i �2. Sand shall be medium texture sand. (100% of the material
"f-` J,
shall pass the No. 4 sieve.
�1
V r- P*V—� r r »,��%�- �= > 25% 0. 25-2 .00 mm
�s j i 1ouspn _"� < 30-35% 0.05-0.25 mm
,Y
> 5-10% 0 002-0 05 mm
�\•,\ �/l� erg, ,S`-
x./� ' -� " The Engineer may require that a gradation analysis be
certify that the material proposed meets this
7400�,";i-�14�gp.-c,;�h specification.
i33600c-E '"" "�A""`I'"""`" "'_"' ''' 3. The Contractor and Owner shall take whatever measures are
I
i necessary to assure that (a) the septic tank and sewer
ROAD CLASSIFICATION lines are completely water -tight to prevent infiltration
Medium -duty___ Lightduty of groundwater into the system, and (b) the system is to
be installed to prevent freezing of gravity sewer lines.
(v Unimproved dirt
I i 4. The County Engineer shall be notified when construction
COLORADO I FROM -TONER commences so that the system can be inspected at regular
RES. QUAD. - intervals to assure conformance with these plans.
o u;r:c LOCATION TONER i:�SL�\�0 5. If the last hole, based on 30 inch spacing, is equal to
\ N'JJ„_- or greater than 15 inches from the end of the lateral,
\ put another hole in the end cap of the pipe or close to
i t .
CURB
V/C/N/T Y MAP
S7� 6. Stone shall be 3/4" to 2 1/2" crushed rock.
W V SCALE : /" = 2000'
7. The area disturbed by construction shall be reseeded with
PARKWG AREA v native grasses to prevent erosion.
WATER SERVICE LINE
r� 8. Use risers as needed to bring septic tank access hatch
I within 6" of finished grade.
I NOTE:
9. The following preventative maintenance schedule is
PR/OR TO CONS TRUC T/ON A PROFILE HOLE SHALL BE
�O' ryh EXCAVATED TOLOCATEBEDROCK AND GROUND WATER. recommended to prolong the life of the system:
THE PROF/LE HOLE W/LL YIELD RESULTS INDICATING
/ o f (a) Pump septic tanks once a year.
WHICH DISPOSAL FIELD WILL BE USED. ( MINIMUM DEPTH
OF PROF/LE HOLE TO BE9'J (b) Check plumbing fixtures on a regular basis and
v p ti Q repair all leaks which can add substantial amounts
p j of water to the system.
O
Wv
Z\ 10. Cast iron pipe or pipe of equal strength or other pipe
r Fy properly supported to prevent failure by settling shall
extend from septic for a distance of at least five (5)
� / \ feet from the inlet and outlet ends.
_�F�4.�� / • � � � � kq� 35' x 32' LOG HOUSE
�v�({ m I • 4" SOLID PVC
CLASS /60 PIPE
\ :. it . Site map suppliedb r
Y Owne(supplemented by Engineer) .
4" SOLAR PVC
Z - CLASS /60 PPE
' AM SLOPE. //t " PER
O
FT• BETWEEN
HOLUE & TANK
.5. -NGT CLEAN OUT (SEE DETA,�) DESIGN CALCULATIONS
J AR .5.
H C/P
SE �C TA�RO/y
/ (TYP FA K \ —� 1. DETERMINE FLOW TO FIELD (AVERAGE DAILY) .
S/DES /000 GAL. /
SEPT/C TANK
Q � � 2 BEDROOMS PROPOSED
2 PERSONS PER BEDROOM
33;6.. 75 GALLONS PER PERSON PER DAY
i
Q=(2)*(2)*(75)= 300 GPD
2.--PERCOLATION RATE FROM FIELD DATA, USING 10 MPI . -
ALLOWABLE LOADING RATE= 0.95 GALLONS PER DAY PER S.F.
3. FOR A TWO BEDROOM HOME, SEPTIC TANK CAPACITY IS
1000 GALLONS.
SITEPLAN 4. CALCULATE FIELD SIZE:
SCALE : /' _ /O' A= 1 .95*300 - 0.055*300
0.95
A= 599.30 S.F. (USE 18x33.5)
EFFECTIVE FIELD SIZE=603.0 S.F.
4"90.,6END 5. NOTE: NO WATER SAVINGS OR DOSING IS ASSUMED IN FIELD SIZE
4SCH. 90 PERFORATED
(4REOD) DETERMINATION. INCLUSION OF EITHER ITEMS OR BOTH WOULD
"
PVC LATERAL (TYP,J RESULT IN FIELD SIZE REDUCTION.
SLOPE O"IF T.
4'
GROG
EL 50*
CN. 40 PVC
4 F-OLD L�
M,
4" TEE
45' Ali
(5 REO DJ
wrE v � j •�'
�I 4" SCH 40 PLC
FEEDER LINE
SOLID WALL
CLEAN OUT DETAIL T YP/CAL LATERAL f
INSTALLATION DETAIL • '
I
MCUI GRAVEL MOUND GRAVEL
SLOPE TO ORA/N CtiER LA: ERALS SLOPE Tn DRAhV —; OVER LA rf?ALS
—�
Q h lu 6" MUJ. TOPSOIL �; I'=i- �T� , !� nIl 6` MhV TOPSOIL �r a
A ',���� NATIVE BAGWILL , :.'.3- ,/ �� '�',�AF/fABR;CAi#7='FROCK - i2"LAP OF t \ �` NATIVE BACKFILL /i r� "
c� ,\ i� PIC LACR p- / ,) .1 VRAF/ FA /C ABOVE ROCK
top.
(/40N REQUAL %
(140 N OR EQUAL % Q
*° °°°° �� �� 4 •,• .o OF 3/4 %Zi 2 //2"
` 2 //2" : 3=0" • 6=0" 6=0" ~3_0- CLEAN i IOCK
CLEAN ROCKSCialMUESER GORDON MEYER INC.
3=0" 6=0" 6=0" 3=0" LATERAL SYSTEM
MIL. P LINER ENGINEERS & SURVEYORS
LATERAL SYSTEM (SEE DETAIL TH/SDWG. J • - •-�.;. ,REOaAL AROUND BED G 1512 GRAND AVENUE SUITE 212
( SEE DETAIL THIS DWG. J - ' ' ' =
(
BOT TOIa of Eh CAVAT/0N
TO BE LEVEL I r O" ��'%;��' 49" SAND
,y� I GLENWOOD SPRINGS, COLORADO 81601
ROUGHEN SURFACE BEFORE—)i - 13031 945 - 1 004
PLACWG SAND
REVISIONS HABERMAN RESIDENCE. EAGLE COUNTY
SECTION 'A " -'A " STANDARD SECT/ON "A" -A" ALTERNATE NO. DESCRIPTION DATE BY CHKD. ISOS COLORADO
Al T.S. A4 T.S. SEWAGE DISPOSA L
SYSTEM
JOB i
NO. I DATE A APPR. BY G NO.
9134 7- 7-89 1 RC I NOTED JSS l of /