HomeMy WebLinkAbout2400 Casteel Creek Rd - 210530201001Environmental Health
Department
P.O. Box 179
500 Broadway
Eagle, CO 81631-0179
Phone: (970)328-8755
Fax: (970)328-8788
EAGLE COUNTY
Pro'ect Address Parcel No.
2428 CASTEEL CREEK ROAD RD , CO 210530201001
Owner Information Address
Robert Levine Phone:
CO Cell:
Engineer(s) Phone
LKP Engineering, Inc (970)926-9088
Contractor(s) License Number Phone Primary Contractor
ARENA EXCAVATING& Yes
DEVELOPMENT -
Inspection .
For Inspections call (970) 328-8755
Inspection IVR
OWTS Final Inspection 095
Permitted Construction / Details:
Repair of system installed per engineer design. Received engineer certification and as built.
Previous system number IS-1750-98
CONDITIONS:
Office Copy
1. THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT
COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT
2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM
REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN CR.S. 25-10-101, et seq., AS AMENDED
3. 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 PERMI;rAND WILL RESULT IN
BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT
4. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL
SYSTEM TO BE LICENSED
Terri Vroman August 29, 2008
Issued by: Environmental Health Department, Eagle County, CO Date
INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION
P.O. Box 179 - 500 Broadway • Eagle, CO 81631
Telephone: (970) 328-8755
ORIGINAL PERMIT NO. 1750-98
COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. REPAIR PERMIT NO 2130R-01 BP NO. 11732
OWNER: S. ROBERT LEVINE PHONE:
MAILING ADDRESS: P.O. BOX 5005, ROCHESTER, NH 03867
APPLICANT: CHRIS J. WARNER PHONE: 970-926-9077 ext. 5 I O
SYSTEM LOCATION: 2428 CASTEEL CREEK RD., EDWARDS, CO TAX PARCEL NO. 2105-302-01-001
Z-0 nct g2v-D4?.1-
LICENSED INSTALLER: ARENA EXCAVATING, STEVE JEWETT LICENSE NO. 64-01 PHONE: 970-827-4221
DESIGN ENGINEER: LKP ENGINEERING, LUIZA PETROVSKA PHONE NO. 970-926-9088
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 8 BEDROOM RESIDENCE
EXISTING 2-1250 GALLON CONCRETE SEPTIC TANKS WITH THE BAFFLE REMOVED IN THE FIRST TANK, 2,500 SQUARE FEET OF ABSORP-
TION AREA VIA 81 INFILTRATOR UNITS, AS PER ENGINEER'S DESIGN DATED 8/5198.
SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED 8/5/98, AND THE LETTER DATED 8/16/01. THE REPLACEMENT
LEACH FIELD IS TO BE INSTALLED BETWEEN THE EXISTING TRENCHES IN THE UNDISTURBED SOIL. RAKE ALL TRENCH SURFACES TO
PREVENT THE SMEARING OF SOILS, AND DO NOT INSTALL IN WET WEATHER. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND
THE DESIGN ENGINEER FOR FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION. THE ENGINEER IS
TO PROVIDE AN AS -BUILT DRAWING OF THE INSTALLATION UPON COMPLETION. THE BUILDING CERTIFICATE OF OCCUPANCY
WILL NOT BE ISSUED UNTIL THE SEPTI SYSTEM HAS BEEN INSPECTED AND APPROVED.
ENVIRONMENTAL HEALTH APPROVAL• Qt&V' DATE: AUGUST 22, 2001
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: SQUARE FEET (VIA )
EXISTING CONCRETE SEPTIC TANK: 2,500 GALLONS IS LOCATED DEGREES AND FEET FROM
COMMENTS:
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 DATE:
Incsgmplete Applications Will NOT Be Accepted
-(Site{ Plan MUST be attached)
ISDS Permit # V
Building Permit #
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY
P. O. BOX 179
EAGLE, CO 81631
Eagle (970)328-8755, Fax (970)328-0349, El Jebel (970)927-3823
****************************************************************************
* FEE SCHEDULE
* APPLICATION FEE $350.00
* THIS FEE INCLUDES THE ISDS PERMIT, SITE EVALUATION (PERCOLATION TEST,
* SOIL PROFILE OBSERVATION) AND FINAL INSPECTION
* ADDITIONAL FEES MAY BE CHARGED IF A REINSPECTION IS NECESSARY, OR A
* PRE -CONSTRUCTION SITE VISIT OR CONSULTATION IS NEEDED
* REINSPECTION FEE $47.00, PRE -CONSTRUCTION SITE VISIT FEE $85.00
* MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER"
PROPERTY OWNER: /Ld e W L Fi(/f/%/ry
MAILING ADDRESS: AdS .G,�r,Eyt d 3�(7 PHONE:
APPLICANT/CONTACT PERSON: rAeli PHONE: fAwe-!F077�r�S
LICENSED SYSTEMS,/ CONTRACTOR: -fi o-4--z 3 i PHONE: &7•4,?.Z j
COMPANY/DBA: _ EN.t W-14A) ADDRESS: �d f6/T�,r�cu�f= , Ga ♦Pl6T�
***************************************************************************
PERMIT APPLICATION IS FOR: ( ) NEW INSTALLATION ( ) ALTERATION (K REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Legal Description: JEwok 3b ,/ 7Wwr4"✓ 3 ."
tl'ar as. j;v* 6L a r4, '0�'e" v'PAA0
Tax Parcel Number: �-/3�pa -0/- 00 / s Lot Size: .77
Physical Address: .U" Z?J ,X-c rjeXe r 1,vA o 40;Ao.,�
BUILDING TYPE: (Check applicable category)
(o() Residential/Single Family
{ ) Residential/Multi-Family*
( ) Commercial/Industrial*
Number
Number
Type _
of Bedrooms.
of Bedrooms
*These systems require design by a Registered Professional Engineer
TYPE OF WATER SUPPLY: (Check applicable category)
(K) Well ( ) Spring ( ) Surface
( ) Public. Name of SuDDlier:
APPLICANT SIGNATURE:
Date: eZ7/a!
AMOUNT PAID: J�� V RECEIPT ## : DATE: g
CHECK #: CASHIER:
LISP. Engineering, Inc.
CIVUL/GEQTECt- LAICAL
September. 20, 2001
Mr. Rays Merry
Environmental health Department
Dear Mr. Merry:
RE: Inspection of the Leachfield Repair
Levine Residence
Lot 2, Casteel Creek Ranch
2428 Casteel Creek Road
Eagle County, Colorado
Project No. 961.02 - Permit No. 2130E 01
For the repair. of the leachfield at 2428 Casteel Creek Road, Casteel Creek Ranch, Eagle
Cowity, Colorado, Eighty Standard Infiltrator Chambers were installed in five trenches, with the
trenches placed between the trenches of the old leachfield. Where was a minimum of 6 feet
separation between the trenches. The infiltrators were connected with serial distribution. The
new leachfield was re connected to the effluent line corning from the main residence.
Final inspection of the inspection ports was not performed.
If you have any questions, please do not hesitate to call.
Sincerely,
LKP Engineering, Inc. C� :•'�
�Oi 29526 -
uizaPetrovska, P'E � �.c'•. ; 0 4
President `'J'•'• ...,.••••��'
'®� AV
J.\ WP12-LKP119961961020SI-I;Lcpa►r_wpd
F.O. Box 2837, Edwards, CO 81632, (970) 926-9088 Tel, (970) 926-9089 Fax
08/16/2001 0B:35 97092690B9 LKP ENGINEERING INC PAGE 02
LKP Engineexling, -Inc.
C WOEOTMIMCAL
August 16, 2001
S. Robert Levine -RE: Septic System Revisions---Main-Residence
c/o Kyle Webb, KH Webb Architects Lots 1 & 2, Casteel Creels Ranch
953 S. Frontage Road West, -Suite 216 Eagle County; Colorado
Vail, CO 81657 _ _ . _ _ . -Project No. 201.03
Dear Kyle:
At the request from Marc Trudeau with Thomas and Warner Construction, on August 9,
13, and 15, 2001, we visited the construction site at Casteel Creek Ranch. The purpose of our site
visit was to observe the leachfield for the main residence.
It appears that the leachfield that was completed and inspected on August 26, 1998, had
been damaged by construction -activities. Steve Jewett -had -the ends -of all the -infiltrator tronehes
open for an -inspection, We found that due --to heavy traffic, over the leachfield,-the infiltrators
.have been pushed- into the ground and-tne infiltrative area of the leachfield has been damaged and
reduced. The backfill over the leachfield is greater than the recommended three feet, and -the ,
ground surface over the leachfield is very irregular with many low spots that can accumulate
surface runoff .and .overload: the system.. Also, .water -from the main residence; from drains and =
uses other than the ones included in the design capacity of the system (roof drains, terrace, deck,
etc..,) have been draining into the leachfield.
Based on the condition of the leachfield, we recommend that a new leachfield be
constructed. ]Five, new trenches should be excavated between the existing trenches with
infiltrators. The. distance between the .existing trenches with infiltrators is 11 feet center to- center,
which will allow to safely construct five new trenches into undisturbed soil. These trenches
should be 24 inches deep. The -bottom of the trenches -should be raked. -Do not constructthe' new
trenches in wet soil. Eighty, ne infiltrator camber should -be constructed in the clew trenches,
while the old ones are abandoned. The infiltrators will be connected with serial` distribution.
Inspection ports should be constructed in the first and last infiltrator of each trench.
New type of discharge should be provided for the drainage needs from the main
residence, which are not part of .the design criteria for the. septic system -The grade above -the
leachfield should be such as to provide rapid runoff awayfrom the leachfield; and not accumulate
on top of the leachfield.
Please contact t Ak%ty Environmental --Health Department for a Repair Permit.,
If you have �; a do not hesitate to call. .
Sincerely, 4E7go .E9
LKP Engineerin 9919
•
"++=
�uiza Petrovska, P -••' 6`�•r' . _ _.
President a�NNA� E�„��
46G41e„11$1a
Copies faxed to: Ray Mary at the Eagle County Environmental Health Departinent at 328 - 0349
Kyle Webb at 477-2965, and
Marc Trudeau at Thomas & Warner Construction LLC at 926-908.1
CAN1YFi1ea\rore1Coc\wPDOCS120103 ein-rev.wp17 - -
Mp-nl. Box 2837, Edwards, CO 81632, (970) .92&908& Tel, (970) 926-9089 Fax
J. Or. 10 j dCJU.L 13: Uz 7 fU:)Z0=1U07 LNr UNU11ILLMINU INN r;Ut k3l f Vil
i'T T+l 'ma1-ineexina. Inc.
Cr WGEOTEMWCA.I.
October 4- 2001
S. Robert Levine U., Septic System Evaluation - Main Residence
ri1n 7Z..t_n"iVPh11: TM Webb :architects Lots 1- & 2, Casteel Creek Ranch
953 S. Frontage Road West, Suite 216 Eagle County, Colorado
Vail, CO 91657 Project No. 20103
Dear Kyle:
At the request from Bart Thomas with Thomas and Warner Construction, on September
1 S, 2001, we met at the construction site for the main residence, at Casteel Creek Ranch. The
purpose of our meeting was to evaluate the interior sources of wastewater connected to the
leachfield for the main residence.
Shane was working can an as -built drawing of all the interior and exterior sources of
wastewater connected to the leachficld for the main house. During a telephone conversation with
Shane (this week), he informed us that he has completed his report and copies were forwarded to
your office. We have not received a copy of that report.
,As discussed during the September 181" meeting, I talked with Mr. Ray Marry of the
Eagle County Environmental Health Department, about the allowed and disallowed sources of
wastewater for the leachfield, and they are;
Allowed sources of wastewater from residential uses: dishwasher, washing
machine, shower/bath, toilet, kitchen sink, lavatories, and floor drains froi-n a
mechanical room,
0 Disallowed sources of wastewater: pool discharge, Water treatment system, garage
drain, roof drains, patio drains, etc... (And any wastewater that will increase the,
maximum design flog or deposit unknown substances that may affect the function
and durability of the system.)
Garage drains should have an oil and sand trap from where the water can discharge to a
daylight location. Drains from patios and roof drains can discharge by gravity to a daylight
location -away from the limits ofbackfill for the foundation.
It is recommended that the wastewater from the pool and .from the water treatment system
discharge to a lined detention pond with a spillway, where chemicals and minerals can settle
dog°m and the water can overflow overland..
If you have """`"'!�
y a14!!SU i`f�jiplease do not hesitate to call.
Sincerely}(Zj
LI{P Ere `Hearin �� /� Hof
s ,
XLuizalP V k
President �
Copies faxed to: Ray Marry at the Eagle County Environmental Health Department at 328 - 0349
Kyle Webb at KH Webb Architects, at 477-2965, and
Bart Thomas at Thomas & Warner Construction LLC at 926-9081
�A,":Y400'..^:2k"G81t�au.5`7.G iG�in•pitim`oinyP.a'vc .
P,O. Box 2837, &awards, Co 81632, (970) 926-9088 Tel, (970) 926-9089 Fay€,
I J( 20/ zkjul 17: L4 f U-1Z0 U0,:) LKr tNk_IiNttNINU iNU
_. ��.. Engineering,.
CIVIUGEOTEG'IMCAL
(lntnhar'7� '7fini
. RobertLevine R ,: Detention Ponds - Main Residence
c/o Kyle Webb, KH Webb Architects Lots 1 & 2, Casteel Creep Ranch
953 S.Frontage Road West, Suite 216 Eagle County, Colorado
Vail, CO 81657 Project No. 20103
?ear Kyle:
FAbL ail j u�e
At the request from Shane with Thorna.s and Warner Construction, on October 18, 2001,
we met at the construction site for the main residezace, at Casteel Creek Rw-ich. The purpose of
our meeting was to inspect the daylight locations for the storm drains for the plain residence.
Shane faxed us a copy of the as -guilt report of all the interior and exterior sources of
wastewater connected to the leachfield for the main house. He also, gave us verbal description of
the individual sources that will be replumbed to discharge at locations different from their
original discharge point (the leachzzeld for the septic system).
Following are the sizes of the two proposed detention areas and the sources flowing into
them:
Detentions Pond #1
1. Water From the Fool, 4370 gallons
2. Roof Pod D, 1480 square feet
3_ Roof Pod E, 4200 square feet
4_ beck Pod E, 732 square feet
Total Area, 6412 square feet or 0.1472 acres
Based on the Rational Method of Draluage, Calculations for small watersheds, with
c=0,95, in-2"/hour, and an area A -0.1472 acres, tfse dzsclaaxge is Q^7560 gallons for an
hour. duration..
Total Vvlwme, pods and pool, equals 11930 gallons or 1595 cubic feet. The Detention
Pond 41 can be of any shape. For a circular shape and 2 feet deep pond, the required
radius is 16 feet. For a square shaped pond, 2 feet deep, the sides will be 28 by 28 feet.
P.O. Box 2837, Edwards, CO 91632, (970) 026,9088 Tel; (970) 926-9089 Pax
iufcof�uui i�.L4 �rr��to�r�a�
SKr t1wu1NLLK1Na !NU
7
Detention Pond 9-2-
1 »*wr T xe 1,merit V;J.xAt, 5wu gallons
2• Roof Pod A, 2760 square feet
3. Roof Pod B, 3490 square feet
4. Roof Pod C, 1840 square feet
5. Deck Pod B, 513 square feet
"Total Area; $603 square feet or 0.1975 ,acres,
Based on the Rational Method of Drainage Calculations for snxall watersheds, with
o4.95, i-2"/hour, and an area A=0.1975 acres, the discharge is QM1O105 gallons for all
hour duration. Total Volume, pods and water treatment unit, equals 10605 gallolts or
1418 cubic feet. Detention Pond #2 can also, be of any shape. Fox a circular shape aid 2
feet deep pond, the required radius is 15 feet. For a square shaped pond, 2 feet deep, the
sides will be 27 by 27 feet.
Both detention ponds will have a spillway, where chemicals and minerals can settle dowrx
and the water can Overflow overland for final discharge_
if you have any quesfions, please do not hesitate to call.
Sincerely,
L P 1>✓nglxaeerin
Luiza Petrovska,
President
fN'M-
Copies faxed to: Ray Marry at the Eagle County EXIVirow- rental Health Departire'nt
at 328 - 0349
Kyle 'Webb at KH Webb Architects, at 477-2965, and
Shane at Thomas & Warner Constructiou LLC at 926-908.1
C'\MYFit eslcore1 dqc\ W PD 0C 5V0103 detention, doe
INDIVIDUAL 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. 1750-98 BP NO. 11732
OWNER: S. ROBERT LEVINE PHONE:
MAILING ADDRESS: P.O. BOX 5005, ROCHESTER, NH 03867
APPLICANT: CURT MCDONALD, 418 S COLORADO RD. 154, GLENWOOD SPRINGS, CO 81601 PHONE: 970-945-0147
SYSTEM LOCATION: CASTEEL CREEK RD., EDWARDS, CO TAX PARCEL NO. 2105-302-01-001
LICENSED INSTALLER: LOGAN CRAIG, INC.. JOHN LOGAN LICENSE NO. 37-98 PHONE: 970-926-4010
DESIGN ENGINEER: LKP ENGINEERING, LUIZA PETROVSKA PHONE NO. 827-9088
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING:
2-1250 GALLON CONCRETE SEPTIC TANKS WITH HALF THE BAFFLE REMOVED IN THE FIRST TANK 2,500 SQUARE FEET OF ABSORPTION
AREA VIA 80 INFILTRATOR UNITS AS PER ENGINEER'S DESIGN DATED 8/5/98.
SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED 8/5/98. FIELD VERIFY SOIL CONDITIONS AT PROPOSED NEW LO-
CATION PRIOR TO INSTALLATION OF LEACH FIELD. ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION OF INSTALLATION. BUILDING
CERTIFICATE OF OCCUPANCY WILL NOT BE IS�SU/ED WITHO(/U,T, ,SEPTIC SYSTEM FINAL APPROVAL.
ENVIRONMENTAL HEALTH APPROVAL: f4 DATE: AUGUST 12, 1998
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: 2,500 SQUARE FEET (VIA 80 INFILTRATOR UNITS )
INSTALLED CONCRETE TANK: 2,500 GALLONS IS LOCATED DEGREES AND FEET FROM
SEE AS—BUILTS FOR SYSTEM COMPONENT LOCATIONS.
COMMENTS: ENGINEER FINAL CERTIFICATION RECEIVED 2/9/99.
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 N � 'k DATE: FFRRTTARV T 2, jgg9
(Site Plan MUST be attached)
ISDS Permit # /IVT/� - I 0
A
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY
P. O. BOX 179
EAGLE, CO 81631
328-8755/927-3823 (El Jebel)
**************************************************************************
* PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00
* *
* MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER"
**************************************************************************
PROPERTY OWNER: S.
MAILING ADDRESS: R,
APPLICANT/CONTACT PERSON:
MAILING ADDRESS: 41,55 Co.
PHONE: ( )
Cfc�cN D PHONE: (4-t0 )94S7-0j1Lj,
LICENSED ISDS CONTRACTOR: Not Yc+' 5eLec.4-r- PHONE: )
COMPANX/DBA: ADDRESS:
PERMIT APP�ION IS FOR: New Installation Alteration Repair
***************************************************************************
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Building Permit # q (if known)
Casa-cd
Legal Description: Subdivision: 14wck Filing: -Block: - Lot No:O
Tax Parcel Number: Lot Size: 37, $Q1 4c,
Street Address: Ccxsl-c t 2a e k Zoog
***************************************************************************
BUILDING TYPE: (Check applicable category)
Residential/Single Family Number of Bedrooms
( ) Residential/Multi-Family* Number of Bedrooms
( ) Commercial/Industrial* Type
TYPE OF WATER SUPPLY: (Check applicable category)
(/) Well ( ) Spring ( ) Surface
( ) Public Name of Supplier:
*These systems require design b a Registered Professional Engineer.
SIGNATURE: aj.
Date: ) • ri-(o -
***************************************************************************
TO BE COMPLETEDAIBY THE COUNTY '/
AMOUNT PAID: ���.(� RECEIPT #: `7" DATE:
CHECK #: 9,f q/'7 CASHIER:
Community Development Department
(970)3284710
FAX (970) 328-7185
TDD (970) 328-8797
Email: eccmdeva@vail.net
http: //www.eagle-county.com
EAGLE COUNTY, COLORADO
Date: August 12, 1998
TO: Logan Craig, Inc.
Eagle County Building
P.O. Box 179
500 Broadway
Eagle, Colorado 81631-0179
FROM: Environmental Health Division
RE: CReissuance of In ividual Sewage Disposal System Permit No.1750-98 Tax
# 21 02-01-001. Property Location: Casteel Creek Rd., Edwards, CO.,
residence.
Enclosed is your ISDS Permit No. 1750-98. 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 Couty requirements.
If you have any questions, please feel free to contact the Environmental Health Division at 328-
8755.
cc:•files
LKP Engineering, Luiza Petrovska
Engineering, Inc.
CTVWGEOTECUMCAL
February 8, 1999
Mr. Bob Levine
c/o Kyle H. Webb AIA
Morter Architects
143 Fast Meadow Drive
Vail, CO 8I657
Dear Mr. Levine:
RE: Inspection of Septic System Installation
Levine Residence
Lot 2, Casteel Creek Ranch
Ea , Color
Project Na. 96102 - Permit No.1750-98
At the request of Mr. Curt McDonald, the superintendent from Structural Associates, on August
26 and October 21, and November 27, 1998, we visited the construction site on Lot 2, Casteel Creek
Ranch, Eagle County, Colorado. The purpose of our site visits was to observe the installation of the septic
system.
They installed the system in overall compliance with the septic system design, Drawing No.
96102SD,DWG, last revised August 5, 1998.
The system was connected to the main residence as shown on the above named drawing. They
installed 2500-gallon, two compartments, a precast, concrete septic tank. From the tank to the leachfieid
was about 1200 feet, with cleanouts every 100 feet. As -built drawings by the installer Logan Craig, Inc_,
showing the layout and the cleanouts between the buildings and the septic tank, and from the septic tank
to the leachfield is included with this Ietter.
Eighty Standard infiltrator Chambers were installed in five trenches with 16 Infiltrators each. The
infiltrators were connected with serial distribution. In the last infiltrator of each trench, inspection ports
were installed. Horizontal distance from center to center of the trenches, was 11 feet or more. All piping
was SDR-35, 4-inch PVC. The depth of the trenches was three feet. The soil profile in the trenches was
consistent with the soil exposed in the profile hole.
If you have any questions, please do not hesitate to call.
.- �•.
Sincerely, ���0,• p�rR&,
I,KF ngineerin.•Jr�,9�
Afto
29526
Luiza Petrovska, A 0- ; •
President Al`41
in
Enclosure
ce: Ms. (leather Savalox, Eagle County Environmental Health Division, fax: 328-0349
C:\OPPICE%'P1VIN\WPDOCS\96KupSt.WPD
.P.O. Box 2837, Edwards, CO 81632, (970) 926-9088 Tel, (970) 926-9089 Fax, E-mail: lkpeng@snoweap.net
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GRAPHIC SCALE 1":r40.' G05t0el Greek Re-51denGo
A5-avilt Drawing
Septic Tank Ties
0 40 so 1710 Drdwinq Date: Nvvernber 15, lgg5
Page �
,N=l'QllaO4
.31PflnBCElon
22 I/2
N=1cyKfy�
GRAPHIC SCALE 1 " =40
0 40 80 .120
Gosteel Greek t�esldenGe
,4s-built L7r'oiNog
5 anitorty Sewer Lines
Drawing D0t6: November 15, lclgb
F age 4
JVVJ L—r\r- C.IVU1.11r—r— .L14U) LI11' Ih'Aut dl
January 30, 1998
M r. Bob Levine
c/o Kyle H. Webb AIAA
Morter Architects
143 East Meadow Drive
Vail, CO 81657
RE: Septic System Design
Lot 2, Casteel Creek Ranch
Eagle County, Colorado
Project No. 96102
Dear Mr, Levine:
This letter is a supplement to the Septic System Design, dated January 16, 1998, for the Main
Residence on Lot 2., Casteel Creek Ranch, Eagle County, Colorado. As shown on the design drawing, the
Percolation Tests and the Profile Boring, done by HP-Geoteehnical, Inc., are outside the proposed location of
the leachfield. To comply with the Eagle County Environmental Health Department Requirements for
Individual Sewage Disposal Systems, the soil conditions at the proposed leachfield site must be verified prior
to the installation of the system. The verification will be done by excavating an eight -foot profile hole below
the proposed leachfield.
If you have any questions, please do not hesitate to call.
Sincerely, fi
�,LKT Engineering, Inc. /29526
Luiza Pwcvska, PE '•.
President d'1:�1s�•.•`ci
cc: Ms. Heather Savalox, ECEH Department, fax: 328-7185
CAOFF1CMATW[NkWPVWOYa1 msD.NPD
P.O, Box 1452, Avon, Colorado 81620 1 (970) 827.9088 Tel 1 (970) 82 7.9089 Fax
APPROXIMATE SCALE
I is = 100,
LOT I LOT BOUNDARY
LOT I
/ /
BUILDING /
i - - - - SITE
VICINITY MAP
oP 2
BORING 2
/ BORING 1 .
PI o OP3
' BORING �� BORING 4
DIRT DRIV / \
EXISTING
GRAVEL
ROAD BORI 5
LEGEND
. EXPLORATORY BORING
p PERCOLATION TEST HOLE
2
INE
0? S°
1
196 489 GEOTECHNICAL INC. I AND TPERCOLAT ONO TESTY OLES BORINGS
F�9' I
COMMUNITY DEVELOPMENT
DEPARTVENT
(303) 32; 1730
EAGLE COUNTY, COLORADO
July 2, 1993
Knight Planning Services
P.O. Box 947
Eagle, CO 81631
500 BROADWAY
P.O. BOX 179
EAGLE. COLORADO 81631
FAX (303) 328.7207
RE: Lot 2, Casteel Creek Ranch, tax parcel #2105-302-01-002.
On July 2, 1993, this division performed a percolation test for
the above referenced property. The percolation rate was
determined to be 45 minutes per inch. A soils report was
performed by Chen Northern Inc., and clay soils were found to
persist throughout the observed 8 feet.
Based on this information, a conventional system may be installed
at this site. However, there is the possibility of varying
subsurface soils that were not evident at the time of this
investigation. Further evaluation may be necessary if excavation
reveals conditions different than described in Chen's soil
report.
If you have any questions, feel free to call me at 328-8755.
Sincerely,
�,-z � ea,
Tania M. Busch -Weak
Environmental Health Specialist
cc:file #2105-302-01-002
�d 6-30-9_j ac)o,M
1.JUJ i LI\1'111-r—rgr--
PERCOLATION TEST
EAGLE COUNTY ENVIRONMENTAL HEALTH DEPT.
IN
OWNER:
LEGAL DESCRIPTION_ �� I U DOOt h f onc�z
MAILING ADDRESS :
TYPE OF DWELLING: NUMBER OF BEDROOMS
TEST HOLES PRE-SOAKED: YES NO w,�10&
TIME Wnfrvn TnanmTT (WC�Ak
M11
wa
nil
MM
M,
I
usi
MM
Time to drop last inch
PERC RATE: r MINIMUM SEPTIC TANK SIZE:
MINIMUM LEACH FIELD SIZE:
COMMENTS:
PERC TEST DONE BY:
DATE:
nv1ronmental Health Office
rev. 6/90ks
LKP ENGINEERING, INC. -
P.O. Box 2837
Edwards, CO 81632-2837
(970) 926-9088
Fax (970) 926-9089
PERCOLATION TEST RESULTS
Location: Lots 1 & 2, Casteel Creek Ranch Client: Mr. Kyle Webb, AIA
Eagle County, Colorado Morter Architects
Septic System for the Main Residence 143 East Meadow Drive
At Profile Hole 41 Crossroads at Vail
Vail, CO 81657
Project No.: 96102
P-1 -
I P-2
P-3
TM/DEPTH
33-8/16"
33-6/16"
30-8/16"
10
24-4/16"
2-14/16"
18"
1-4/16"
16-4/16"
1-4/16"
10
24"
2-12/16"
20-4/16"
2-4/16"
18-5/16"
2-1/16"
10
25-8/16"
1-8/16"
21-12/16"
1-8/16"
19-13/16"
1-8/16"
10
26-10/16"
1-2/16"
23-2/16"
1-8/16"
21-5/16"
1-8/16"
10
27-10/16"
1"
24-4/16"
1-2/16"
22-2/16"
13/16"
10
28-10/16"
1"
25-6/16"
1-2/16"
22-15/16"
13/16"
10
29-10/16"
1"
26-8/16"
1-2/16"
23-12/16"
13/16"
PERC RATE
15 MIN/INCH
13.3 MIN/INCH
18.5 MIN/INCH
AVG PERC
16 MINUTES PER INCH
Average Percolation Hole Diameter: 8 Inches
Holes Dug and Presoaked: -July 21, 22„ 1998
Test Run: July 23, 1998
l
LKP ENGINEERING,-INC.
P.O. Box 2837
Edwards, CO 81632-2837
(970) 926-9088
Fax (970) 926-9089
PERCOLATION TEST RESULTS
Location: Lots 1 & 2, Casteel Creek Ranch
Client: Mr. Kyle Webb, AIA
Eagle County, Colorado
Morter Architects
Septic System for the Main Residence
143 East Meadow Drive
At Profile Hole #2
Crossroads at Vail
Vail, CO 81657
Project No.: 96102
P-1
P-2
P-3
TRVIE/DEPTH
32-2/16"
31-4/16"
31-11 /16"
10
18"
17-5/16"
18"
10
21"
3"
18-14/16"
1-9/16"
23"
5"
10
23"
2"
19-12/16"
14/16"
25-8/16"
2-8/16"
10
24-8/16"
1-8/16"
20-10/16"
14/16"
28"
2-8/16"
10
25-8/16"
1"
21-4/16"
10/16"
30-8/16"
2-8/16"
10
26-8/16"
1"
21-14/16"
10/16"
10
27-8/16"
1"
22-8/16"
10/16"
PERC RATE
15 MIN/INCH
24 MIN/INCH
6 MIN/INCH
AVG PERC
15 MINUTES PER INCH
Average Percolation Hole Diameter: 8 Inches
Holes Dug and Presoaked: July 21, 22„ 1998
Test Run: July 23,1998
- LKP ENGINEERING, INC.
P.O. Box 2837
Edwards, CO 81632-2837
(970) 926-9088
Fax (970) 926-9089
PERCOLATION TEST RESULTS
Location: Lots 1 & 2, Casteel Creek Ranch Client: Mr. Kyle Webb, AIA
Eagle County, Colorado Morter Architects
Septic System for the Main Residence 143 East Meadow Drive
At Profile Hole #3 Crossroads at Vail
Vail, CO 81657
Project No.: 96102
P-1
P-2
P-3
TINODEPTH
28-4/16"
28-12/16"
21-8/16"
10
15-8/16"
1-4/16"
15-3/16"
11-4/16"
10
17-2/16"
1-10/16"
16"
13/16"
12-4/16"
1"
10
18-4/16"
1-2/16"
17-6/16"
1-6/16"
13-4/16"
1"
10
19-6/16"
1-2/16"
18-4/16"
14/16"
13-14/16"
10/16"
10
20-4/16"
14/16"
19-4/16"
1"
14-6/16"
8/16"
10
21-2/16"
14/16"
20-4/16"
1"
14-14/16"
8/16"
10
22"
14/16"
21-4/16"
F.
15-6/16"
8/16"
PERC RATE
17 MIN/INCH
15 MIN/1NCH
30 MINANCH
AVG PERC
21 MINUTES PER INCH
Average Percolation Hole Diameter: 8 Inches
Holes Dug and Presoaked: July 21, 22„ 1998
Test Run: July 23, 1998
REuE'"
AUG 1 0 1998
EAGLE %3& ry
COMMUNITY DEVELOPMENT
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
TABLE II
PERCOLATION TEST RESULTS JOB NO. 196 489
HOLE NO.
HOLE DEPTH
(INCHES)
LENGTH OF
INTERVAL
(MIN)
WATER DEPTH
AT START OF
INTERVAL
(INCHES)
WATER DEPTH
AT END OF
INTERVAL
(INCHES)'
DROP IN
WATER
LEVEL
(INCHES)
AVERAGE
PERCOLATION
RATE
(MIN./INCH)
P-1
40
20
30 1 /2
28 1 /4
21/4
20
28 114
26 3/4
1 1 /2
26 3/4
25 1 /4
1 1 /2
25 114
24
1 1/4
24
23
1
23
22
1
22
21
1
P-2
41
20
32
29 1 /2
21/2
40
29112
28
1 1 /2
28
26 1 /2
1 1 /2
26 1 /2
25 1 /4
1 1 /4
25114
24 1 /4
1
24 1 /4
23 3/4
112
23 3 /4
23 1 /4
1 /2
P-3
37
20
25 `1/2
22 3/4
2 314
20
22 3/4
21 3/4
2
21 3/4
20
1 3/4
20
19
1
19
18
1
18
17
1
17
16
1
Note: Percolation tests performed in bottom of 6-inch diameter auger holes drilled and soaked
on October 31, 1996. Percolation tests performed the following day on November 1,
1996.
-11-
PERCOLATION TESTING
Percolation tests were conducted on the subsoils near the downhill, northwest
corner of the building area to evaluate the feasibility of an infiltration septic disposal
system. One profile boring (Boring 1) and 3 percolation holes (P-1, P-2 and P-3) were
drilled at locations shown on Fig. 1. The percolation test holes were drilled with
6-inch diameter auger and were soaked with water one day prior to testing. The soils
exposed in the percolation holes are similar to those exposed in Boring 1 shown on
Fig. 2 and consist of about 1 foot of topsoil overlying clayey to very clayey sand and
gravel with cobbles. Bedrock was encountered below about 7 feet in the profile boring.
The percolation test rates, summarized in Table II, varied from about 20 to 40 minutes
per inch with an average rate of about 27 minutes per inch. The site appears suitable
for a conventional infiltration septic disposal system.
LIMITATIONS
This study has been conducted in accordance with generally accepted
geotechnical engineering, principles and practices in this area at this time. We make no
other warranty either expressed or implied. The conclusions and recommendations
submitted in this report are based upon the data obtained from the exploratory borings
drilled at the locations indicated on Fig. 1, the proposed type of construction and our
experience in the area. Our findings include interpolation and extrapolation of the
subsurface conditions identified at the exploratory borings and variations in the
subsurface conditions may not become evident until excavation is performed. If
conditions encountered during construction appear to be different from those described
in this report, we should be notified at once so reevaluation of the recommendations
may be made.
This report has been prepared for the exclusive use by our client for design
purposes. We are not responsible for technical interpretations by others of our "
information. As the project evolves, we should provide continued consultation and
H-P GEOTECH
-12-
field services during construction to review and monitor the implementation of our
recommendations, and to verify that the recommendations have been appropriately
interpreted. Significant design changes may require additional analysis or modifications
of the recommendations presented herein. We recommend on -site observation of
excavations and foundation bearing strata and testing of structural fill by a
representative of the geotechnical engineer.
Sincerely,
HE 0RTH - PAWLAK GEOTECHNICAL INC.
David A. Young
Reviewed By:
` C
Daniel E. Hardin,
DAY/ro
0 REdj
E. N.
�'•. :mow
F
�'`'%i�sSlONAI E�C���•
H-P GEOTECH
ISDS Permit
Building Permit #
oil APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE- EAGLE COUNTY
P.O. BOX 179
EAGLE, CO 81631
328-8755/927-3823(Basalt)
PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.0
PROPERTY OWNER: 0R U GF__ `' & R J�LC L, A-jE7-S
MAILING ADDRESS: � 136 PHONE: 3 2 s- — 6 2 ,�I q
APPLICANT/CONTACT PERSON: � _ % E AA IL TC,r IL=PHONE•
LICENSED SYSTEMS CONTRACTOR: %-�S% L� a t_l
ADDRESS: /V A PHONE:
PERMIT APPLICATION IS FOR: V-)- NEW INSTALLATION ( ) ALTERATION ( ) REPAI
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Legal Description:
el Number:
Physical Address:
O 2-Lot size:
BUILDING TYPE: (Check applicable category)
Residential / Single Family Number of Bedrooms _
( ) Residential / Multi -Family* Number of Bedrooms
( ) Commercial / Industrial* Type
TYPE OF WATER SUPPLY: Well()4:f Spring ( ) Surface ( )
Public ( ) Name of Supplier:
L.
*These systems require design by a Registered Professional Engineer
NOTE: SITE PLAN MU T BE ATTACHED TO APPLICATION
MAKE ALL REMITTAN7E PAYABLE TO: "EAGLE COUNTY. TREASURER"
SIGNATURE•_
***********
C
************
AMOUNT PAID: C?
D
DATE • ?U ! .7
RECEIPT# /067
"J DATE:
CHECK # CASHIER:
— nsa,c.. orz.�-� - �!-� /L ru,,d" /0a,L0_eQ n,�,�
Chen @Northern, Inc.
Consulting Engineers and Scientists
I
I
Job No. 4 402 89
A member of themgroup of companies
SUBSOIL STUDY
FOR FOUNDATION DESIGN
PROPOSED THREE RESIDENCE SITES
NEAR CASTEEL CREEK
EAGLE COUNTY, COLORADO
Prepared For:
Knight Planning Services
Attn: Mr. Terrill Knight
P.O. Box 947
Eagle CO 81631-0947
5080 Road 154
Glenwood Springs, Colorado 81601
303945-7458
303 945-2363 Facsimile
August 15 1989
a
ME
Ivalues are an indication of the relative density or consistency of the
subsoils. Depths at which the samples were taken and the penetration
resistance values are shown on the Logs of Exploratory Borings, Figs. 4, 5 and
6. The samples were returned to our laboratory for review by the project
engineer and testing.
SUBSOIL CONDITIONS
Site 1, Brereton/Laetsch Building Site: The subsoil conditions
encountered within Holes 1 and 2 at the site are shown graphically on
Fig. 4. The subsoils consist of about 1 foot of topsoil overlying very stiff,
silty slightly gravelly clays. Weathered siltstone/sand stone bedrock was
encountered at 14 feet within both borings.
Laboratory testing performed on samples obtained from the borings
included natural moisture content, dry density, gradation and liquid and
plastic limits. Swell -consolidation test results shown on Fig. 8 indicate the
sandy clays to possess a moderate compressibility under light to moderate
surcharge loading. The laboratory testing is summarized in Table I.
No free water was encountered in the borings at the time of drilling and
the subsoils were moist.
Site 2, Bell Building Site: The subsoil conditions encountered within
Holes 3 and 4 at the site are shown graphically on Fig. 5. The subsoils
consist of about 112 foot of topsoil overlying medim hard weathered claystone/
sandstone within Hole 3, and clayey gravels with cobbles or small boulders in
Hole 4. Sandstone bedrock was encountered at 3 112 feet in Hole 3 and at
9 feet in Hole 4. Drilling refusal was encountered in the sandstone deposits
at 16 feet.
Laboratory testing performed on samples obtained from the borings
I
^ - !. ,� f�1A.LT—�. -% _� \. i 1 :]:( J.-i;_•:r. ..�;.�••:.� it�j,j - - - , j}� f�
o (' �' i i fi \\ JEEP .\` R,��._--- •(-L_�-♦ � �:;���: � .t t i 1. �.
EDWARDS
:: �� /• 1, / ; >. �, \� , z ' r
1�7612 -m `i,.• Y!/' .. _Ii 11 'f� rl� �'x,..l'V�.. �5�
ch9425
i
-----------------
782
jp
v' SITE�-e
X ,.
BUL\D�K1 J
• :, i� /J {• +' � '';'1 _ _ 1XDEFl\1TEj
J.
;�, ,••`� `'� ` -c � 1\V.`-i '/,\ .;i. ' _ ��- .ice•• t •o.
S.
'r t1 i�,•,('1: -�` �' �,:n.;, .i It '"�✓'��._Zo � � ��� ., 't i��' `�--�.;-`\� ��\�
,��i1. f g�J ,! `.•+ / ii. .,ttt,` 1 j 1{ i � �'' � ��_�/ � � I •.r-� \,,L1J/��aa .\ \ \\ `-�--
•J I,;: 1�f o ;�/ i i �' ' I �•It \o
' /;; I�.'• .1iI;;(� 1 � , 1 - ?�1 c •�, ;ail ]Il (�' .. i .� �L�.v''� S, �'/-,�_••'' `!�� �.
vk
Yx
4 402 891 Chen -Northern, Inc. VICINITY MAP Fig. I
APPROXIMATE SCALE
I" = 100,
a
EXISTING
ROAD
r/
EXISTING
POND
I i 'HOLE I \ I \
I 1 HOI
OpAo
1 � �
.y0
LAETSCH AND BRERETON /
BUILDING SITE
4 402 89I Chen -Northern, Inc. I LOCATION OF EXPLORATORY BORINGS I Fig. 2
N
w
8645
8640
� __8635
8630
8625
Hole 1
Elev. = 8642'
25/12
WC=15.0
DD=111.8
65/12
WC=11.9
DD=112.7
-200=67
LL=25
PI=10
-55/12
WC=12.9
DD=122.4
Hole 2
Elev. = 8644'
SITE 1 - LAETSCH AND BRERETON
18/12
WC=16.0
DD=110.1
-200=82
LL=37
PI=19
62/12
WC=8.5
DD=119.8
40/12
WC=7 .7"
DD=129.2
Note: Explanation of symbols presented on Fig. 7.
8645----1
8640
863
8625
4 402 89 1 Chen -Northern, Inc. I Logs of Exploratory Borings I Fig. 4
' LEGEND:
® Topsoil; silts, soft, organic, moist, black.
l
lay (CL); silty, sandy to very sandy, slightly gravelly with claystone fragments,
ery stiff, Moist, red.
Clayey Gravel to Gravelly Clay (GC-CL); silty, sandy with cobbles or bedrock
fragments, dense, moist, light brown.
6 Weathered SiItstone-Sandstone Bedrock, clayey, medium hard to hard, moist, red,
Aclaystone portions.
Siltstone-Sandstone Bedrock; hard to very hard, moist, red.
Relatively undisturbed drive sample; 2-inch I.D. California liner sample.
2jjj5��5/12 Drive sample blow count; indicates that 25 blows of a 140-pound hammer falling
30 inches were required to drive the California sampler 12 inches.
Practical rig refusal.
NOTES:
1. Exploratory Borings were drilled on July 7, 1989 with a 4-inch diameter continuous
flight power auger.
2. Locations of exploratory borings were measured approximately by pacing from
features shown on the site plan provided.
3. Elevations of exploratory borings were obtained by interpolation between contours
on the site plan provided.
4. The exploratory boring locations and elevations should be considered accurate only
to the degree implied by the method used.
5. The lines between materials shown on the exploratory boring logs represent the
approximate boundaries between material types and transitions may be gradual.
6. No free water was encountered in the borings at the time of drilling. Fluctuations
in water level may occur with time.
7. Laboratory Testing Results:
WC = Water Content (%)
DD = Dry Density (pcf)
-200 = Percent passing No. 200 sieve
LL = Liquid Limit (%)
PI = Plasticity Index (%)
I 14 402 89 I Chen -Northern, Inc. I Legend and Notes
Fig. 7
1750-98
Tax# 2105-302-01-001
213OR-01 Tax
#2105-302-01-001
JOB NAME
Lot #1,
Casteel
Casteel Creek LEVINE
Creek Ranch Rd
Lot 1, Casteel Creek LEVINE
2428 Casteel Creek Rd., Edward
JOB NO.
LOCATION
I
DATE START D
DATE COMPLETED
DATE Ell LED
Will
r
I i er
pA
i
G
r
1 , 1, I
��TOTAL
,
•_ •SUMMARY
SELLING PRICE
ME
TOTAL.
ONE
010
RZ, FA
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I L_��aL I l • � � i I .1.1 ��� �1
/.�L
-
-■NFAt/�`1
FAI
FINE
MISC. COSTS
TOTAL JOB COST
SINE
GROSS
LESS OVERHEAD % OFSELLING PRICE
®■
/yi
_■
JOB FOLDER Product 278
JOB FODDER
Printed in U.S.A.
Recycled Content
10% Post_Consumer
J
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