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HomeMy WebLinkAbout21 Pikes Wy - 210715308001INDIVIDUAL 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. 2210-02 BP NO. 14252
OWNER: MARK GELINAS PHONE: 970-926-1023
MAILING ADDRESS: P.O. BOX 1092, EDWARDS, CO 81632
APPLICANT: BOB VANDERWALKER PHONE: 970-926-1465
SYSTEM LOCATION: 0021 PIKES WAY, EDWARDS, CO TAX PARCEL NO. 2107-153-08-001
LICENSED INSTALLER: VANDERWALKER CONSTRUCTION, BOB VANDERWALKER LICENSE NO. 62-02 PHONE: 970-904-0670
DESIGN ENGINEER: LKP ENGINEERING, LUIZA PETROVSKA PHONE NO. 970-926-9088
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 6 BEDROOM RESIDENCE
2000 GALLON SEPTIC TANK, 1688 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 55 STANDARD INFILTRATOR UNITS AS PER ENGINEER'S
DESIGN REVISIONS DATED 7/21/02.
SPECIAL INSTRUCTIONS: INSTALL AS PER ENGINEER' S DESIGN IN SERIAL DISTRIBUTION IN A SHALLOW TRENCH CONFIGURATION. WITH A
CLEAN -OUT BETWEEN THE TANK AND THE HOUSE, AND INSPECTION PORTALS IN EACH TRENCH. RAKE ALL TRENCH SURFACES TO PREVENT THE
SMEARING OF SOILS, AND DO NOT INSTALL IN WET WEATHER. BE SURE TO MAINTAIN ALL APPLICABLE SET BACK REQUIREMENTS CALL
EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF
THE INSTALLATION OR WITH ANY QUESTIONS REGARDING THE INSTALLATION. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT
BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEFZ*PfSPFrCT]gD,AND-,kPPROVED.
ENVIRONMENTAL HEALTH APPR DATE: JULY 24, 2002
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, AND WILL RESULT IN 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: 1 705 SQUARE FEET (VIA 55 STANDARD INFILTRATOR UNITS )
INSTALLED CONCRETE SEPTIC TANK: 2000 GALLONS IS LOCATED -1-An_ DEGREES AND .6 FEET 6 INCHES
FROM THE CLEANOUT ON THE NORTH Sum nF TUF HnUSE
COMMENTS: THE FINAL INSPECTIONS WERE DONE BY LAURA FAWCETT OF EAGLE COUNTY ENVIRONMENTAL
HEALTH AND THE DESIGN ENGINEER ON JUNE 4, 2003 THTS SYSTEM TS T ARf F FNnTTcT4 Fnu A 6 RFTIRnnM
RESIDENCE.
ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS
COMPLETED. 1
ENVIRONMENTAL HEALTH APPROVAL f l� DATE: . JULY 25, 2003
11
Incomplete Applications Will NOT Be Accepted
(Site -Plan MUST be attached)
ISDS Permit #
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, E1 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:
MAILING ADDRESS: Z�C d1. d -47
PHONE:
APPLICANT/CONTACT PERSON: PHONE:
�VY.�J'l�
-LICENSED SYSTEMS,, ,CONTRA``C��T��OR : L - PHONE: m""
COMPANY/DBA: L� ' Cd�J-il,�c-���ADDRESS : 9X3571 t
PERMIT APPLICATION IS FOR: `< NEW INSTALLATION ( ) ALTERATION ( ) REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: _ C.,Q��i�CXNv�'
Legal Description:
Tax Parcel Number: 2 1 o 3 IS 30001
Physical Address: _ R C `
P/ H
Lot Size :g
r I - -
BUILDIN,P TYPE: (Check applicable category)
7yy�� Residential/Single Family Number of Bedrooms
( ) Residential/Multi-Family* Number of Bedrooms
( ) Commercial/Industrial* Type
*These systems require design by a Registered Professional Engineer
TYPE OF WATER SUPPLY: (Check applicable cat
( ) Well ( ) Spri ( ) Surface
Pub t i c Name o,2' "S'k/1 i e r
APPLICANT SIGNATURE:
Date:
43
AMOUT PAID: NRECEIPT $ ( .a `'� DATE:
CHECK #: _ I CASHIER:
LLKP...'Engineering, Inc.
CIVIL/[,TECHNICAL
June 20, 2003
Ms. Sienna LaRene RE.- Inspection of Septic System Installation
P.U. Box 1092 Lot 1, Block 3, Cordillera Filing No. 34
Edwards, CO 81632 0021 Pikes Way
Via Fax: 926-9842 Eagle County, Colorado
Project No. 02114 - ISDS Permit No. 2210-02
Dear- Sienna:
At the request ofBob Vanderwalker, on June 3 & 10, 2003, we visited the construction
site on Lot 1, Block 3, Cordillera Filing No. 34, 0021 Pikes Way, 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. 02l l4SD.DWC, dated July 21, 2002. The system was installed as shown on the attached as -
built sketch. They connected the building sewer life from the north side of the building into the
septic tarok. The septic tank was a 2000 gallon, two compartments,. a concrete, septic tank. Fifty-
five, standard, infiltrator chambers were installed with serial distribution in five trenches. The
first trench (closest to the tanks) had eight infiltrators the second. had 12, the third had 14, the
fourth had 16 and the last had five infiltrator chambers. horizontal distance was 9 feet or more
from center to center of the trenches_ Inspection ports were installed in the first and last infiltrator
of each trench.
If you, have any questions, please do not hesitate to call.
Sincerely,
R.C.
L Engineering.,
,PETA
m
a;�
O
9 2952
Luba Petrovska, P
d
el b
President
�1
cc: Ms. Laura Fawcett, Eagle County Environmental Health Division, fax.: 328-0349
C;�WP I O-LK11\02114osi mpd
P.O. Box 2837, Edwards, CO 81632, (970),926-9088 Tel, (970) 926-9089 Fax
TO 3OVr4 ONT JNTN33NMN3 d>i-1 FFRRF.97:RRY F, QQ .CAT PRM7 /Q71QQ
�M
DUNE 3 10 Z003
N�
ti f b
TABLE OF CONTENTS
EXECUTIVE SUMMARY
2
SCOPE OF STUDY*...2
SITE DESCRIPTION
2
ia
PROPOSED CONSTRUCTION `
3
FIELD INVESTIGATION
3
"SUBSURFACE SOIL AND GROUNDWATER CONDITION ........... ..
3
FOUNDATION RECOMMENDATIONS
; 4
EXCAVATION DIFFICULTIES
4
--$LAB CONSTRUCTION
5
RETAINING WALLS
5
UNDERDRAIN SYSTEM .
6
SITE GRADING AND DRAINAGE
{
LAWN IRRIGATION
7
SEPTIC SYSTEM RECOMMENDATIONS
7
LIMITATION .
?
FIGURES
LOCATION SKETCH ..................... ...:`. :'DRAWING NO. 1
SUBSURFACE EXPLORATION LOGS............ ............. FIGURE NO'S 1&2 "
PERIMETER DRAIN . ....... . ... ................. .FIGURE NO: 3
LKP Engineering, Inc.
LKP Engineering, Inca
LKP Engineering, Inc.
LKP Engineering, Inc.
LKP Engineering, Inc_
LKP Engineering, Inc_
LOCATION SKETCH
rIVIf. /rPnTPCFINIrAl.
GOLD DUST
! LKP Engln e erring, In C. EAGLE COUNTY, COLORADO
PREPARED FOR:
P.O- Box 2837 ECwcrds. CO 81632
ter (970) 926-9068 fox (970) 426-9089 AIR. SONNY JORGENSEN
-- 9918
DA7F-
01-22- 99
DRAve VG r<Q:
T
a,
BORING NO. 1 .
;.
DATE DRILLED:
January 13, 1999 ..
ELEVATION:
T
BLOWS
M
M
DESCRIPTION OF MATERIAL
LABORATORY
REMARKS,
DEPTH
FEET.
PER FT.
s
P
AND SAMPLE LOCATION
TEST RESULTS
'O
L
L
E
Sandy gravel mixed with
hard volcanic rock
Refusal C3'
No ground heater
---- s
encountered
----10
-
----1s
---=- 20
LEGEND:
❑ 2-inch O.D. California Liner Sample (relatively undisturbed sample)
8l 1-3/8-inch I.D. Split Spoon Sample (disturbed sample)
24/12 Drive sample blow count. Indicates that 24 blows of a 140-pound hammer falling 30'inches were
required to drive the California or the Split Spoon Sampler 12 inches.
DO - Natural Dry Density (pcf)
MC - Natural Moisture Content (%)
-200 - Percent passing No. 200 sieve
LL - Liquid Limit
PI - Plasticity Index
G.W - Ground Water _
PROIGCTNO_ Qcal R
LKP ENGINEERING, INC. I SUBSURFACE EXPLORATION LOG
FIGURE NO. 1
>7
5,
BORING NO.2
DATE DRILLED: January 13, 1999 .
ELEVATION:
_.
.,..
S
S
DEPTH
BLOWS
Y
M
A
hi
DESCRIPTION OF MATERIAL
LABORATORY
REMARKS -
FEET
PER FI.
B
r
AND. SAMPLE LOCATION -
TEST RESULTS
0
L
L
E
-
IfH*
Too,
Sandy Ctravel fixed with
volcanic &sandstone rock
--
Refusal
No ground water
--___ 5
encountered
----10
--- 15
- --- 20
-- 25
--- 30
---- 35
LEGEND:
0 2-inch O.D. California Liner Sample (relatively undisturbed sample)
N 1-3/8-inch I.D. Split Spoon Sample (disturbed sample)
24/12 Drive sample blow count. Lndicates that 24 blows of a 140-pound hammer falling 30 inches were
required to drive the California or the Split Spoon Sampler 12 inches.
DD Natural Dry Density (pcf)
MC - Natural Moisture Content (%)
-200 - Percent passing No. 200 sieve
LL - Liquid Limit
PI - Plasticity Index
G.W - Ground Water
np,o!r-r-rNo 001 P
LKP ENGINEERING, INC. SUBSURFACE EXPLORATION LOG
FIGURE NO. 2
I
SLOPE AWA Y FROM BUILDING. ,
rTCOVER
BACKFILL WITH ONE
FOOT, OF RELA TII/EL Y
�4
IMPERVIOUS SOIL
° D
°
_
a
—
p D
Z
GRANULAR FILL
An D
FILTER FABRIC.
,D ,
' (M/RAF/ 140/V OR
EOUIVALENT)
FOOTING
°
p
p . e
G
PLASTIC LINER, GLUED
TO THE FOUNDA TION WALL,
COARSE GRAI�EL, 3/4 INCH D/A!'rf
(NOT NEEDED WHEN GROUND
W/TH LESS THAN 5X FINES
WATER IS PRESENT)
4-INCH DIAMETER. PERFORATED
PIPE SLOPED TO A SUITABLE OUTLET
AT 1/4'" PER FOOT FOR FLEXIBLE AND
A T 1/8" PER FOOT FOR RIGID. 'PIPE
GRAVEL THICKNESS SHOULD BE
A T LEAST 24 INCHES AND SHOULD
INCREASE IF HEA WER SEEPAGE IS
ANTICIPA TED
r1V11./r,F0TF.rir^ltr-if
LISP Engineering, Inc.
P.O. Box 1452 Avon. CO 81620
tel (970) 827-9088 lax (970) 827-9089
PERIMETER DRAIN PRo�EI
COLD DUST
EACLE COUNTY, COLORADO Oj y2�_99
PREPA(tED FOR.
MR. SONNY JORGENSEN F'GuRE
No_:
9918
LKP ENGINEERING, INC.
P.O. Box 2837
Edwards, CO 81632-2837
(970) 926-9088
Fax (970) 926-9089
PERCOLATION TEST RESULTS
Client: La Rene-Gelinas Location: Lot 1, Block 3, Cordillera Filing No. 34
P.O. Box 1092 0021Pikes Way
Edwards, CO 81632 Eagle County, Colorado
Project No.: 02114
P-1
P-2 '
P-3
TIME/DEPTH
20 ''/2"
23"
21 ''/2"
10
17 1/16"
23/16"
18 9/16"
1 15/16"
5 13/16"
1 11/16"
10
18 14/16"
1 13/16"
20 3/16"
1 10/16"
17 2/16"
1 5116"
10
10 11/16"
adds water
13 6/16"
add water
12 5/16"
add water
10
13 4/16"
2.9/16"
15 13/16"
2 7/16"
14"
1 11/16"
10
15 5/16"
2 11/16"
18 2/16"
2 5116"
15 7/16"
1 7/16"
10
17"
111`.1116"
1914/16"
112/16"
1612/16"
15/16"
10
18 4/16"
1 4/16"
21 3/16"
1 5116"
17 15116"
1 3/16"
10
19 4/16"
V
IS 11/16"
12/16"
10
20 4/161,
1"
Dry
19 7/16"
12/16"
10
Dry
Dry
PERC RATE
10 MIN/INCEI
8 MIN/INCH
13 MIN/INCH
AVG PERC
11 MPI
Average Percolation Hole Diameter: 12 Imches
Holes Dug and Presoaked: July 17, 2002
Test Run: July 18, 2002
By: Kiril Petrovski
Soil Profile: 1.5 to 2' Topsoil with rocks and
roots
to 8 feet Broum, clayey sand with
volcanic, angular rock fragments up
to 12 in diameter. Roots to 5 feet.
No ground water encountered
ISDS PERMIT da
PERCOLATION TEST
EAGLE COUNTY ENVIRONMENTAL HEATLH
1"
-PHSYSICAL ADDRESS: 06 � I " _
LEGAL DESCRIPTION: -T j B 1 k J 7 n 3 y
MAILING ADDRESS:
TYPE OF DWELLING:_ Sr, NUMBER OF BEDROOMS:
TEST HOLES PRE-SOAKED: YES NOgas��
,�i'ji�ro �' � SOIL
TIME WATER DEPTH INCHES OF FALL zfi PROFILE
fly
mmmmm
i
m
M
MMM
MMM
L4 Vq
TIME TO DROP LAST INCH: PERC RATE:
MINIMUM LEACH FIELD SIZE: MINIMUM SEPTIC TANK SIZE:
aZl D s a �
��Date�L �
ISDS Permit #
I3ZZS Final
InBFection
cgwletenese
Form
/Tank is aQQQ gal. Tank Material
Tank is located � �/�t. and 330
degrees from
epse....ne 1.na..s�cJ
Tank is located ft. and
degrees from
�� �-r. Tank set level. "- nk lids
within SO of finished grade.
Size of field ft2 5
its lineal ft.
/Technology
" Cleanout is installed in between tank and house(+ 1/100ft).
There is a "T" that goes down
14 inches in the inlet and
�V
outlet of the tank:
Inlet.and outlet is sealed with tair:tape,- rubber gasket etc.
Tunk. lias two _.dompartments with the.,-lar-gmr-..,cpqpartment closest to
house.
/
direr—U2,m to:,,,001.ci� 4:z—
I�teahure distance and relative
I)OPth of field. a �3 ft.
W/A 'Soil interface raked.
Inspection portals at the _end
of each trench_. 43
Proper distance to setbacks.
installed as
y 00
$ 5
manufacturers specifications.
Chambers properly
per
(Chambers latched, end plates
properly installed, rocks 'removed from
trenches, etc_)
Type of pipe used for building sewer Line �leach field
Other
Inspection meets reaairemeats.
C/-) r'
Copy form to installer's file
if recomendations for improvement were
suggested.
ACTION TAKM:
Setbacks
Well Potable House Property Lake Dry Tank Drain
Water Lines line Stream Gulch
Field 100
25
20
10
50
25 10
10
50
10
5
10
50
10 *
10
ZSDS permit # 2,2/0"0 Date i3-v3
TAM Final lament on
' CosYaletenass gorm
�j Tank is D 0 O gal. Tank Material
Tank is located 26L,5-ft. and Lad degrees from je G.tic� J �'
1p.�re 1.aa..skJ
Tank is located ft. and degrees from
gpecu unt UWANLZ"
e I ho �0
t% Tank set level. Tan lids within B* of finished grade.
Size of field f t' units lineal f_ t.
Technology
Cleanout is installed in between tank and house (+ 1/100ft) .
There is a "T" that goes down 14 inches in the inlet and
outlet of the tank:
Inlet.and outlet is sealed with tai.r•:_tapeF-rubber gasket etc.
Tjjnk, -bas two compartments with the.,=l;ayeger.,o Aparetment closest to the
house. 3
//S +�
I sett es clist.ance artd relative dire is - to '#ie
✓ Depth of field. -3 ft.
Soil interface raked.
✓Inspection portals at the ,end of each trench_.
7 roper distance to setbacks.
COT Y,ec�e
Chambers properly insta led as per manufacturers specifications.
(Chambers latched, end plates properly installed, rocks itemoved from -
trenches, etc.)
Type of pipe used for building sewer Lines tin 3S , leach field__
%other
-/ Inspection meets
Copy form to installer's file if recommendations for improvement mere
suggested.
ACTION TAKEN: i
0 `� ; a � -� � c p cuedl . C,. � e. a C7 ^� -0-c c (� t h '1" r e e S
Setbacks
Well -Potable House Property Lake Dry Tank Drain
Water Lines line Stream Gulch
Field 100
25
20
10
50
25 10
10
5o
10
5
IQ
50
10 *
10
s
♦' C�ii dt' t
y
r
Qe
'��"�•�'-
IN
It
10-1 ag :'W ],,'i ^t t!ilol ;' R Yam:
�_'�,, 1r! � • / "_� � � ;tom � •'� � � l..r�+a •...�:.
54
., rM.. _ • �,1`ia:-y,. •� •t 1�;•-"'r �e. /,� � ,� �-�.• `1Ti r t. �. `.If _ _ r
� _ _` % �1�;�`t's lip .� � _ ��• �. /•o - F i '�� ..
M ' K ' `� • w _...,� .. : •,,ram fy ,�..^,T, �, -
LO
OL
'74
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ANtOIAL -
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At
46:
It
2210-02 Tax #2107-153-08-001 _ �'
JOB NAME_ Lot #1, Block #3, Filing 34, GELINAS
Cordillera Subdivision JOB NO,
nn?T PiTrac T.1av_ FdTjgrrlc
ri
BILL TO
Zb
DATE START
DATE COMPLETED
DATE BILLED
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c o-6--r4
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u� /)A-tffj- t4� U4ti -Lf Qk4-kt .
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JOB COST SUMMARY
0Xe 41' Crn-arc
s 6u�1 �'
e��v
� �zf srwcl� G-©Lli.s-cti
TOTAL SELLING PRICE
TOTAL MATERIAL
c.
4s
TOTAL LABOR
%
.uv....."-c.. �-- .S. t vvLH-Cyr r�=c., •'t-i�.�-i) -1�.1' W G
INSURANCE
SALES TAX
- 3dv, G a
MISC. COSTS
-7 42).) )`z/�, -I a
la
TOTAL JOB COST
J�
v 1 r� i �� �•-
SPir cc [ ��
GROSS PROFIT
/
ti l V w Gay`
LESS OVERHEAD COSTS
% OF SELLING PRICE
c�. ....
NET PROFIT
JOB FOLDER Product r a JOB FOLDER ' Prtnted In u.n.
a
ma
13-03-
��-=vim.
/2-610----S 01)
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GtAj J00V c9/ a4kUell �GN�\s �X �lV2v�I pl�Q
Gt t l 5 C c r rr e c
fi17 j-n u,�wt 6e g ,b A -Ps
Recycled Content
10% Post -Consumer
iv<si cit�6
ISAS �221CJ�Q2 p`'J 2,Dao �jalt��..
Go�FI,13(1��3 ��t�Ks34 �`wf-i
C7 O l c 01 (T es Wool Cc r I, (l . c- a 1 .. �
G-(3-o3 t4,6% ktehC1+
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cof l,/3lk 3r �tc�Ki 34
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