HomeMy WebLinkAbout2465 Sunquist Rd - 210710309006INDIVIDUAL SEWAGE DISPOSAL SYSTEM. PERMIT
EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION
P.O. Box 179 - 500 Broadway • Eagle, CO 81631
Telephone: (970) 328-8755
COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1899-99 BP NO. 12693
OWNER: JEAN AND RAY OGLETHORPE PHONE: 703-421-8305
MAILING ADDRESS: 11622 ROLLING MEADOW DRIVE, GREAT FALLS, VA 23066
APPLICANT: KEN HARKIAS, TRENDS WEST PHONE: 970-926-9898
SYSTEM LOCATION: 246 SUNQUIST RD., EDWARDS, CO TAX PARCEL NO. 2107-103-09-002
LICENSED INSTALLER: LONG'S EXCAVATING, JERRY McARTHUR LICENSE NO. 6-99 PHONE: 970-949-3373
DESIGN ENGINEER: GLENN PALMER, ALPINE ENGINEERING PHONE NO. 970-926-733
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM FOR A 6 BEDROOM RESIDENCE.
1750 GALLON SEPTIC TANK 1688 SQUARE FEET OF ABSORPTION AREA VIA 54 CHAMBERED UNITS FOR EACH SYSTEM AS PER ENGINEER'S DESIGN.
SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN REVISIONS DATED 8/4/99. AS REQUESTED BY OWNERS TWO SEPARATE SYSTEMS
ARE TO BE INSTALLED, EACH OF WHICH WILL ACCOMMODATE THE ENTIRE STRUCTURE. BE SURE TO MAINTAIN ALL SETBACK REQUIREMENTS.
ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION. BUILDING TEMPORARY CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL SEPTIC
SYSTEM HAS RECEIVED FINAL APPROVA .
ENVIRONMENTAL HEALTH APPROVAL:
DATE: AUGUST 9, 1999
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, 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 BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT.
3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO
BE LICENSED.
FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR):
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.
INSTALLED ABSORPTION OR DISPERSAL AREA: 3376 SQUARE FEET (VIA 108 INFILTRATOR UNTTS TN @ FTF.T T)�l
INSTALLED CONCRETE SEPTIC TANK: 1750 GALLONS IS LOCATED DEGREES AND FEET FROM
SEE AS -BUILT DRAWING FOR SYSTEM COMPONENT LOCATIONS.
COMMENTS: ENGINEER FINAL CERTIFICATION AND AS —BUILT DRAWING RECEIVED 7/1 /00 TWO SEPARATE
LEACH FIELDS WERE INSTALLED, AND EACH FIELD CAN ACCOMMODATE A SIX BEDROOM RESIDENCE A BULL
VALVE WAS INSTALLED TO ALTERNATE FLOW TO EACH FIELD,
ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS
COMPLETED.
ENVIRONMENTAL HEALTH APPROVAL �(((/(�Z� .( i DATE: _ JULY 14, 2000
LAV1tiUlWILi'IIHL t101LIH Dull U. - LAOLL wwi! i
P. 0. BOX 179 # 1 F'? Z —7 %
EAGLE, COLORADO 81631 13P ±� U 67 q3
949-5257 Vail 328-7311 Eagle 927-3823 Basalt
PERMIT APPLICATION! FEE S150.00 PERCOLATION TEST FEE S125.00
NAME OF OWNER:
MAILING ADDRESS:
NAME OF APPLICANT (If�di\fferent from owner):
L bV_ ADDRESS: o . �;-,33g- _?M_(
LrA,49_iRuSMHONE:
DESIGN ENGINEER OF SYSTEM (If applicable):
"? o PHONE: ADDRESS: �-%(a.�jt�� �i � _�c.��,��� C �! L��
PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM: Lon,- •2Cca_tb_- i?- -
LICENSED INSTALLER: YES ( ) NO
ADDRESS : "� o �Jr-� �ila�1 � 00 PHONE: �i �� � - ,q(,YO
T
PERMIT APPLICATION IS FOR: ( NEW INSTALLATION ( ) ALTERATION ( ) REPAIR
LOCATION OF PROPOSED INDIVIDU L SEWAGE DISPOSAL SYSTEM:
Physical Address:�{io
Parcel Number: Lot Size:
Legal Description: o+ (v2., �,r�` diII��� 6kb isll5(;N) , -iIILZI Z1
BUILDING OR SERVICE TYPE
Residential
( ) Residential
( ) Residential
NUMBER OF PERSONS:
(Check applicable category):
- Single Family ( ) Residential
- Duplex ( ) Commercial
- Fourplex
(Type)
- Triplex
NUMBER OF BEDROOMS: ( /,7
WASTE TYPES Check applicable categories):
Commercial or Institutional ( Dwelling
( ) Non -Domestic Wastes ( ) Transient Use
( Garbage Disposal Dishwasher
(� Automatic Washer ( Spa Tub �IorIL��
( ) Other (Specify):
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
>4Septic 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 () 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:
If supplied by community water, give name of supplier: C-o ,00,70751Q,M 5
SIGNATURE:
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 TEST 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 Q
MIOUNT PAID: RECEIPT NUMBER DATE:
NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION.
MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER".
(Environmental Health Dept.- Rev. 4/88)
Community Development Department
(970) 328-8730
FAX (970) 328-7185
TDD (970) 328-8797
Email: eccmdeva@vail.net
http: //www.eagle-county.com
EAGLE COUNTY, COLORADO
Date: August 9, 1999
TO: Long's Excavting
Eagle County Building
P.O. Box 179
500 Broadway
Eagle, Colorado 81631-0179
FROM: Environmental Health Division
RE: Issuance of Individual Sewage Disposal System Permit No. 1899-99. Tax Parcel
# 2107-103-09-002. Property Location: 246 Sunquist Rd., Edwards, CO.,
Oglethorpe residence.
Enclosed is your ISDS Permit No. 1899-99. It is valid for 120 days. The enclosed copy of the
permit must be posted at the installation site. Any changes in plans or specifications
invalidates the permit unless otherwise approved.
Systems designed by a Registered Professional Engineer must be certified by the Engineer
indicating that the system was installed as specified. Eagle County does not perform final
inspections on engineer designed systems. Your TCO will not be issued until our office
receives this certification.
Permit specifications are minimum requirements only, and should be brought to the property
owner's attention.
This permit does not indicate conformance with other Eagle County requirements.
If you have any questions, please feel free to contact the Environmental Health Division at 328-
8755.
cc: files
Alpine Engineering, Glenn Palmer
Community Development Department
(970) 328-8730
FAX (970) 328-7185
TDD (970) 328-8797
Email: eccmdeva@vail.net
http: //www.eagle-county.com
July 14, 2000
Jean and Ray Oglethorpe
11622 Rolling Meadow Drive
Great Falls, VA 23066
EAGLE COUNTY, COLORADO
Eagle County Building
P.O. Box 179
500 Broadway
Eagle, Colorado 81631-0179
RE: Final of ISDS Permit #1899-99, Tax Parcel #2107-103-09-002. Property location: 246
Sunquist Rd., Edwards, CO.
Dear Mr. & Mrs. Oglethorpe:
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. This permit does not indicate
compliance with any other Eagle County requirements. Also enclosed is a brochure regarding
the care of your septic system.
Be aware that later changes to your building may require appropriate alterations of your septic
system.
If you have any questions regarding this permit, please contact the Eagle County Environmental
Health Division at (970) 328-8755.
Sincerely,
Janet Kohl
Environmental Health Department
Eagle County Community Development
ENCL: Informational Brochure
Final ISDS Permit
cc: files
SEPTIC SYSTEM APPLICATION
LOT 62, CORDILLERA SUBDIVISION
FILING NO.27
EAGLE COUNTY, COLORADO
JULY 1999
Wz*'ED A06,4 f 1'11'7
Prepared for: Ken Harkias
Trends West
P.O. Box 2382.
Edwards, CO 81632
Prepared by: Alpine Engineering, Inc.
P.O. Box 97
Edwards, CO 81632
970/926-3373
INTRODUCTION
The site is located on Lot 62, Cordillera Subdivision, Filing No. 27, Eagle County, Colorado and
contains approximately 2.06 acres. The site slopes at approximately 2.5:1 (40%) in the area of
the absorption trenches. Water is supplied by a water main (no well).
PROPOSED USE
A 6-bedroom house is proposed to be
The Olge thorpes (owner) have a house in Virginia which has a problematic septic system and
have asked that a "spare" leach field be provided in case any problems occur on one of the
systems.
Two fields are proposed, each of which is sized to handle the entire sewage quantity.
QUANTITY OF SEWAGE �----� �--� E3 -3 —`f 4t
6 Bedroom House (2 persons/bedroom)(75 gpd)(150%) = 1350 gpd
SEPTIC TANK SIZE
1350 gpd/24) 30 hours = 1687 gallons — say 1800 gallons
PERCOLATION TESTS AND SOIL PROFILE HOLE
Percolation tests and the soil profile review were completed by Alpine Engineering, Inc. per
attached report dated 7/1/99.
Percolation Test Hole: 1 12 min/in
2 14 min/in
3 12 min/in
4 17 min/in
Average = 15 minutes per inch
ABSORPTION TRENCHES
A=Q-T0"= 1350 150-5= 1047 SF
5 5
35% reduction for infiltrators = 680SF
Check with application rate
A = 1350 gpd = 1688
0.8 gpd/sf
50% reduction for infiltrators = 843 sf
USE 843 SF
843 SF
15.5 SF/unit = 54 units required
4 trenches at 14 units /trench = 87.5' long give 4 x 14 x 15.5 = 868 SF provided
Proposed two fields, both 868 sf.
HORIZONTAL DISTANCES
Absorption trench to potable water supply = 25'
Absorption trench to dwelling = 20'
Absorption trench to property line = 10'
Septic tank to building = 5'
Septic tank to potable water supply = 10'
GENERAL NOTES
1. Contact Alpine Engineering, Inc. at least 48-hours prior to installing any septic system
improvement.
2. Compact sewer trenches to 90% standard proctor density, or per soils engineer's
recommendations.
3. Compact to 95% standard proctor density, below distribution boxes, etc., or per soils
engineer's recommendations.
4. Provide risers on septic tanks to finish grade.
Comply with all Eagle County and Colorado Department of Health regulations regarding
septic system installation.
6. Provide inspection portals per Eagle County regulations.
Provide minimum 5' horizontal distance between trees and sewer lines and septic tanks.
8. Field align sewer to avoid existing trees, buildings and structures.
9. Provide 4' minimum cover and 2% minimum slope from building to septic tank.
10. Provide cleanouts at bends.
11. Sewer line to be Schedule 40 PVC.
12. Provide 6' minimum between trench walls.
13. Provide 5' minimum clear horizontal between trees and sewer pipes and septic tank.
14. , Install infiltrator system per manufacturer recommendations and Eagle County Health
Department requirements.
15. Do not begin any sewer construction prior to notification of Alpine Engineering, Inc.,
Glenn Palmer 970/926-3373. The septic system is also to be inspected by Alpine
Engineering, Inc. prior to backfill; contact them for this purpose as well.
16. The Distribution Box must have equal invert out elevation(s) on all pipes leaving the box.
17. We recommend that the disposal field be seeded after installation of the subsurface
disposal system. A good native grass cover will promote evapotranspiration from the
field. We recommend using a seed mix such as a Foothills, Pasture or Prairie mix
available at local feed and seed stores. These mixes do not require irrigation and develop
a growth 10 to 15 inches high. No automatic sprinkler system should be installed above
the disposal field.
18. The Owner must realize an onsite sewage disposal system is considerably different from
public sewer services. The Owner must be aware of and assume the responsibility for
continued maintenance of the system. We recommend the pumping of the septic tanks at
the end of the first year o use to monitor sludge accumulation and a minimum of two
years afterward. There are also daily considerations; such as not putting plastic or other
non -biodegradable material down the sewage disposal system. Also, water used must be
carefully monitored so toilets are not allowed to run when seals malfunction. To
illustrate the point, it should be noted that a running toilet would consume in excess of
1000 gallons per day if allowed to run. Excessive loading (such as from running toilets)
will flood and irrevocably harm the system and stress the onsite well.
19. We also caution you against installation of a water softener. The high levels of salt from
the backwash of a water softener is detrimental to all onsite sewage disposal systems and
a separate drywell should constructed for backwash waste if a water softener is installed.
No landscaping or plastic can be installed over the disposal field that will reduce the
evapotranspiration from the field.
20. Provide minimum 10' separation between water and sewer lines. Or encase per Colorado
Department of Health Regulations.
21. Provide two ties to sewer cleanouts, septic tank, and absorption trench corners as required
by Eagle County for as-builts.
Date of Test: 7/1/99
Hole No. 1
Hole No. 2
Hole No. 3
Hole No. 4
0 Minutes
0
0
0
0
10 Minutes
0.9
1.1
1.23
.66
20 Minutes
1.11
1.21
1.59
.96
30 Minutes
1.27
1.31
1.82
1.16
40 Minutes
1.34
1.36
1.88
1.24
50 Minutes
1.41
1.43
1.95
1.32
60 Minutes
1.48
1.48
*
1.37
Last 10 Minutes
12
17
_
12
17
Last 30 Minutes
12
1 15
1 7
12
Average Percolation Rate = 14.5 min/inch — use 19 min/inch
*Water to bottom of hole
No groundwater was noted in the soils report (which also notes that no long-term groundwater
was encountered) or during the excavation of the soil profile test performed on 7/3/99. The top 1
— 115' feet was dark, organic topsoil underdrain by 4 to 5' of sand, clayey with gravel and cobble;
with a more clayey, sandy material at 7 to 9'.
P. 0. BOA( 179
EAGLE, COLORADO 81631
949-5257 Vail
328-7311 Eagle 927-3823
Basalt
PERMIT APPLICATION
FEE
S150.00 PERCOLATION TEST FEE S125.00 \
NAME OF OWNER:
MAILING ADDRESS: 11/)a-1
1 ,�Oj,f!��/`:t l/fi 'PHONE: b3
yZ 1 -�GeC�
NAME OF APPLICANT
(If different from owner): �n � � /I %�
'T✓��� (L?�
ADDRESS:
�32;z �C UJG���F (709/05�HONE:
DESIGN ENGINEER OF SYSTEM (If applicable): 0Ian� 0� 10,
ADDRESS: ��'( �',�� 7l ���/��� o 2�1 i. n PHONE:
PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM: Lbr)
LICENSED INSTALLER: (-t4 YES ( ) NO ADDRESS: PHONE:
i'<� t�Yfi� s �1 /� h�<� 4�,/G�'7_c�
PERMIT APPLICATION IS FOR: (-A-NEW INSTALLATION ( ) ALTERATION ( ) REPAIR
1nr Fi nrj nr POnpnSFD INDIVIDUAL SEWAGE DISPOSAL_ SYSTEM:
Physical Address:
Parcel Number:
Legal Description:
BUILDING OR SERVICE TYPE (Check applicable
Residential - Single Family
( ) Residential - Duplex
( ) Residential - Triplex
NUMBER OF PERSONS:
WASTE TYPES Check a licable categories
Commercial or Institutional
( ) Non -Domestic Wastes
\� Garbage Disposal
l Automatic Washer
( ) Other (Specify):
WAGE DISPOSAL SYSTEM I
ze: G .L)(-,
category):
( ) Residential - Fourplex
( ) Commercial (Type)
NUMBER OF BEDROOPIS:
( Dwelling
( ) Transient Use
Dishwasher
( Spa Tub PC�zk�lr,(�
TYPE OF INDIVIDUAL SE '"---- Incineration Toilet
Septic Tank Composting Toilet ( )
Vault Privy ( ) Greywater ( ) Chemical Toilet
Pit Privy ( ) Aeration Plant ( ) Recycling, Portable Use
( ) ( ) Recycling, Other Use
WILL EFFLUENT OBEeDISCHARGED DIRECTLY INTO WATERS OF THE STATE: ( ) YES () NO
IS SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY: ��YES no
� YES ( ) NO
WATER CONSERVATION PLAN:
NOTE: The Environmental Health Office may reduce the required absorption area upon
approval of an adequate water conservation plan. Creek/Stream
SOURCE AND TYPE OF WATER SUPPLY: ( ) Well ( ) Spring ( )
Give depth of all wells within 200 feet of system:
if supplied by community water, give name of supplier mac✓ is 1. /- �`
SIGNATURE: DATE:
INFOR14ATION 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 TEST RESULTS: _ Minutes per inch in Hole #2
Minutes per inch in Bole r2
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
PIOUNT PAID: _ RECEIPT NUMBER DATE:
CHECK NUIJBER (ASHTFR
NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION.
MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER".
(Environmental Health Dept. - Rev. 4/88)
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us
330 - 5000 GALLON CAPCITIES
IL�G TA"W4
CLEAR ACCESS OPENINGS 7
GROUT BOTH SIDES
+ I� S`r
r; ; +
PRECAST DIVIDER
PLAN VIEW SLOT
BOTH SIDES
24' RING 8 COVER
LOCKING. AIR 6 GAS TIGHT ARE AVAILABLE
TYPICAL 2 PLACES
ADJUST TO GRADE171
o> o0
Y =7 INLET o �
�- _ �1------_-------L141
_ _ I �
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BOTH SIDES J
213 LENGTH 1/3 LENGTH
SECTION VIEW AA
GALLON CAPACITY
330
510
1 750
1000
I 1500
1800 I
2500 I
3000 I
3500
5000
MODEL No.
463•GI
464-GI
4113-GI
4114-GI
4116-GI
4117•GI
6126•GI
6127-GI
6157-GI
6167-GI
DIM "A'
6-0
61-0• .
11'-0•
11.-0.
11'-0-
1 V-0'
12'-0'
12'-0-
15'-0'
18'-0•
DIM "B'
4'-0'
4'•0-
4'•0'
4'-0-
4'-0-
4'-0'
6'-0.
6'-0'
6'•0'
6'•0'
WATER DEPTH DIM "C'
2'-0'
3'•0'
3'-2'
T-2-
4'-7-
5'-6'
4'-6'
5'•6-
I 5'-4-
6'-2-
DIM "D"
2'-2'
3'-2'
3'-4'
3'-4'
4'-9'
S'-8'
4'-8'
5'-8`
5 ' - 6 '
6'•4'
DIME"
3'-0'
4'-0'
3'-0'
4'-0'
6'-0',
7'.0-
6--0-
7'.0-
T-0-
T-0-
DIM'F'
2'-10'
3'•10'
2'-10'
3'-10'
6-10'
6'-10'
5'-10'
6'-10'
6'-10'
6-10'
WEIGHT
10.200
1 11,850
19,575
22,500
126.100
27.300
33,025
34,450
142.700
63,822
F gcV GA cC-A)
DESIGN CRITERIA:
NOTES:
UNIFORM PLUMBING CODE - APPENDIX H
1. CONCRETE:28 DAY COMPRESSIVE STRENGTH Pc = 4500 psi
2• ASTM GRADE 60
NUMBER OF MEALS WASTE FLOW RETENTION STORAGE _ CAPACITY
X x X
MESH:: -1615
3. MESH: ASTM GRADE 65
PER PEAK HOURS RATE TIME FACTOR IN GALLONS
' 4. DESIGN: ACI-318.03 BUILDING CODE
318-8
ASTM C-857'MINIMUM STRUCTURAL DESIGN
LOADING FOR UNDERGROUND PRECAST CONCRETE
UTILITY STRUCTURES'
5. LOADS: H-20 TRUCK WHEEL w/ 30 : IMPACT PER AASHTO
6. FILL w/ CLEAN WATER PRIOR TO START-UP OF SYSTEM
7. CONTRACTOR TO SUPPLY 8 INSTALL ALL PIPING 8 SAMPLING TEES
8. GRAY WATER ONLY, BLACK WATER SHALL Be CARRIED BY
Colorado Division
SEPARATE SIDE SEWER
Copyright 1992 ISSUE: AUGUST. 1992
s
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COMPACTED 3/4' SCREENED ROCK
1
1
NOTES:
1. END PLUG
Nor r"Q P
3. 4' PVC PIPE
4. (2) 22-1 /7 ELBOWS
5• BACKF1LL do COMPACT TO SPECIFICATIONS
6. BELL TYPE PLUG, WHERE REQUIRED
7. WYE WITH 45* ELBOW (ALL BELL FITTINGS)
8. SEINER LINE, SEE PLAN FOR SIZE
SEWER CLEANOUT DETAIL
N TS
PIT NO. TP-1
TE DRILLED: 2/19/98
ELEVATION:
U,
DEPTH m
'IN FEET a }
V1 N
0. JJJJ TOPSOIL
JJJJ
JJJJ
JJJJ
JJJJ
DESCRIPTION OF MATERIAL
SAND, clayey, w/gravels and
cobbles, brown, moist
Test Pit Terminated at 9 feet
10 No Measurable Groundwater at
Completion
No Long —Term Groundwater
Encountered
15
20
25
30
35
TEST PIT LOG
PROPOSED RESIDENCE
LOT 62, CORDILLERA SUBDIVISION #27
EAGLE COUNTY, COLORADO
FIGURE NO.: 1
REMARKS
•
n Inter -Mountain
Engineeringad.
PROJECT NO.: 97-0031 G
PIT NO. TP-2
DATE DRILLED: 2/19/98
ELEVATION:
W J
DEPTH CL m
IN FEET a }
fA V)
0 "" TOPSOIL
DESCRIPTION OF MATERIAL
SAND, clayey, w/gravels and
cobbles, brown, moist
Test Pit Terminated at 8.0 feet
No Measurable Groundwater at
10 Completion
No Long —Term Groundwater
Encountered
15
20
25
30
35
TEST PIT LOG
PROPOSED RESIDENCE
LOT 62, CORDILLERA SUBDIVISION #27
EAGLE COUNTY, COLORADO
FIGURE NO.: 2
REMARKS
nInter-Mountain
Engineeringad.
PROJECT NO.: 97-0031 G
Received Aug-10-99 01:51pm
SENT $Y : EAGLE, CO
I
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from 970 328 7207 4 ENVIRONMENTAL HEALTH page 1
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