HomeMy WebLinkAboutpitkin.eh.264308400014 (2007)Document Layout
(From Most Recent to Oldest Permit)
Permit
Application
Log Sheet/Notes & Photos
Communications
As -built Design
Engineer Design
Soil Information
Water Permit & Information
Second System on property
Third System.etc.
Floor Plans
Please See Building and Land Use Approvals Files for additional information.
Permit # 07009
N VR
Pitkin Coun;renvironmental Health & Natural Resor- ces Department
Permit for an Individual Sewage Disposal System
0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611
Phone 970-920-5070 / FAX 970-920-5077
Parcel ID# 2643-084-00-014
Type of permit New( ) Repair( ) Addition/Remodel to House( x )
Name of Owner Jimmv and Linda
Street Address 201 Pitkin Iron Road
Property legal description
Size of lot 3.22 acres
Water source
# of bedrooms in house
Caretaker unit
Lot 10
Total square footage of the house 4200
4 # of offices, lofts & similar sized rooms in house
Total square footage of the caretaker unit
# of bedrooms in caretaker unit # of offices, lofts & similar sized rooms in caretaker unit
Designed for what # rooms (list) 4 bedrooms + full bath in basement = 5 potential bedrooms
Permit information
Designed by Boundaries Unlimited, Inc.
Mailing Address 823 Blake Avenue, Suite 203, Glenwood Springs, CO 81601
Perc rate 30 Profile hole depth 9 ft Depth to groundwater or bedrock Greater than 9'
Minimum Septic tank capacity 2187 gallons Minimum Absorption area 1341 sq ft w/ 30% reduction
Comments
Septic permit approved per compliance with the engineer design and specifications dated March 5, 2007, Project
#07002.001. Any changes must be approved by this department and the design engineer prior to them being made.
Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin
County ISDS regulations. The field must be at least 160' from the well and the tanks at least 50' from the well.
The engineer has stated that the tank capacity is sufficient to serve the addition. Both the tank and dosing chamber
are to be cleaned to remove any existing sediment. The field must be extended to include 2 rows of 9 Standard
Infiltrator or Biodiffuser units. The manifold will be extended for the two additional rows. There should be at least 6
feet of separation between the beds. A pump test will be required at the time of final inspection to assure effluent is
able to reach the new bed.
This department does not endorse any brand of products. This permit must be kept on-site during installation.
The engineer must do a final inspection of the installation and submit an as -built letter to this department. This
department must also be called for an inspection with a minimum of 48 hours advanced notice.
The owner has the responsibility that all components are inspected and maintained on a regular basis by qualified personnel.
Revegetation over the area of the field is very important for the functioning of the system. Pitkin County has guidelines that must be
followed to assure the plants that are introduced are appropriate for the conditions of the area. The use of native plants is strongly
Permit approved by: Date: ,:3 L
Plans and specifications of the proposed individual sewage disposal system have been reviewed and are considered
satisfactory. Permission is hereby granted to the owner or the agent to perform the work indicated in accordance with the Pitkin
County ISDS Regulation in effect at the time of issue. This permit becomes invalid 6 months from the date that the permit was
issued unless system construction has commenced or an extension has been approved in writing by the Department. As -built
drawings must be included with this permit before the final approval will be issued. Expiration Date: 1 I
staller: Ln l A2 r, License Number: 0 f 7
1S-(,
Final approval: Date: __ Wsn 101
4
0 0
PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT
APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM
0405 Castle Creek Road, Suite 10, Aspen Colorado 81611
Phone (970) 920-5070 Fax (970) 920-5077
Name of OWNER
Owners Mailing Address
E-mail Address:
Primary Contact Person (all communication regarding this permit will go through this person)
Name
Company
Contact Mailing Address
Ci , State, Zi E 'jBusiness Phone : 91g5—
Cell Phone: Z % Fax: — yy E-mail Address:
at 920-5160 or at www.oitkinassessor.om )
Building Permit # (if available)
Street address of property -&() I I
Legal Description: Lot 10 ,Block
Size of lot: 3, Q ;I acres.
Filing Subdivision
Type of proposed structure:
Total square feet of house 3oor9 # of bedrooms (potential) in house
Caretaker Unit: Attached (N/A) Detached (
Permit is for: New Home ( ) Repair due to failure ( ) Redel/Add tig0 (X) Emergency use ( )
Water: Private well ( ) Spring ( ) Stream ( ) Community/Public Water System ( )
If community system: Name of system
The fee for a ISDS application is $600 for a permit that takes 6 hours or less for the department to approve. If approval takes
longer than 6 hours, a rate of $100 per hour will be charged. The maximum fee is $1000. The basic fee of $600 is due at the
time of application. The remainder, if any, will be due in two stages: first, at the time of issuance of the ISDS permit; second,
before final approval of the ISDS permit.
Application for an individual sewage disposal system is hereby submitted. I hereby certify that the above information is true and
accurate and that I have provided true and accurate information on locations of all existing and proposed wells, contour
intervals, buildings, property lines, ditches, slopes, waterlines, springs, suction or irrigation lines, drinking water cisterns, drain
tiles, irrigation ditches, lakes, water courses, streams, floodplains, dry gulches, and existing septic systems. I hereby certify that
any such features not shown on attached site map are not present. Issuance of the permit does not imply the approval of any
other permit required for construction pursuant to Pitkin County codes. No construction may be undertaken until all approvals
and permits have been obtained.
The Pitkin County Environmental Health Department, Pitkin County and employees of these agencies will be held harmless
should the individual sewage disposal system fail or malfunction. The permit to construct is issued on information submitted by
the applicant or his/her representatives. The owner assumes full responsibility in case of failure of the system.
Signature of applicant Date
16 calcar --�— Jt
Received by ( Receipt # ggj Date 5 0
G:\isdsVsds applic\isdsapp rev072904.doc
0
0
Pitkin County Environmental Health Department
Contact Log Sheet
Name:
Parcel ID#: Address:
Date
Person Spoken To
Comments /Action to be Taken
Initials
Time
1 iko In r Lurkq A CL 3
a
1
t
vv vtib rd beliAi�
iYV,/\P 5 ,
sc d . �J,
5.
3I oilu
Olt 101
C4 c
l
- lrt vt I n
LC ILIi cWId L
2
le
I
f,
A
BOUNDARIES
UNLIMITED INC.
Civil &Consulting Engineers
June 22, 2007
Pitkin County Environmental Health
Attn: Carla Ostberg
0405 Castle Creek Road, Suite 10
Aspen, CO 81611
0
Re: ISDS for Government Lot 10, Section 8, Township 9 South, Ranger 85 West
BUI Project: 07002 (Trotter Residence)
Mrs. Ostberg:
Boundaries Unlimited Inc. personnel observed the construction of the ISDS upgrade for
the Trotter Residence in Pitkin County, Colorado. The original design called for 18
standard (H10) Infiltrator or Biodiffuser units. The Contractor first installed 18 Quick 4
Infiltrator units and then came back and installed an additional 10 for a total of 28 units in
a bed configuration. Inspection ports had also been installed as required. The system
appeared to be installed in conformance with the intent of the design. I have attached an
as -built drawing for your files. If you have any questions, or need additional information,
please feel free to contact me at 945-5252.
Sincerely,
BOUNDARIES,..ED.INS
Deric J. Walter,
Project Manager FSSI0NIK
0 K_
9
823 Blake Avenue j Suite 102 1 Glenwood Springs i Colorado 81601 Ph: 970.945.5252 Fax: 970.384.2833
Ll
ISDS DESIGN CALCULATIONS - for Pitkin
Owner's Name a Parcel ID #
House Size (sq. ft.) (75 gpd, 100 gpd, or 130 gpd) 100
Number of Bedrooms in Main House
Number of Offices, Libraries, Studies, Similar -sized Rooms in Main House
Number of Bedrooms in Detached Caretaker unit
Number of Offices, Studies, Similar -sized Rooms in Caretaker Unit ow
(If the caretaker unit is ATTACHED, treat as if part of main house.)
Average Daily Waste Flow 1000
State Review Required? no
Perc Rate '(T)
Design Flow (Q) = # potential bedrooms X 2 people/ bedroom X gpd X 1.75
RZ
1750
Minimum tank capacity 2187.5 gaIlons
Absorption Area (=Q/5 X SQRT perc ra
A = 1,917 sq. ft. of absorption area required
124 gravelless chamber units without reduction
# of Perc Holes Required:
UQ ICK 4 9_8
A = 958.51448 sq.tt with 50% reductionTRENCRES
98 graveness chamber units with reduction
STANDARD
A = 958.51448 sq.ft. with 50% reductionTRENCHES
62 graveness chamber units with reduction
EQ 36
60 EQ36 units in TRENCHES
QUICK4-EQ36
959
124
SETBACK FROM WELL
# of feet =
160
SETBACK FROM POND, STREAM OR IRRIGATION DITCH
# of feet = 110
SETBACK FROM DRY GULCH
# of feet = 85
QUICK 4 9.2
1341.9203 sq k 3o% reduction BED
146 chamber units with reduc.
Q1341.9203 sq ft 30
87 ch % reduction BED
amber units with reduc.
107 EQ36 units in a BED
1342
210
MAR -10-06 15:51
FROM -DIVISION OWER RESOURCES
3038662223 T-576 P.02/02 F-848
•
FormSTATE
OF COLORADO
For Office Use Only
No.
OFFICE OF THE STATE ENGINEER
GWS -I I
818 Centennial Bldg., 1313 Sherman St., Denver, CO 80203
8/2005
Phone - Info: (303) 866-3587 Maim (303) 866-3581
Fax: (3031866-3589 h :llwww.wetecstate.co.us
�ECEIVEQ
CHANGE IN OWNERSHIP/ADDRESS
CORRECTION OF THE WELL LOCATION
JiN Q 9
Review instructions on the reverse side prior to completing the form.
z0p�
Name address nil phone of the oerson oiaiming owpershjp of he well:
$T4rrf-O Btkb
cdso.'tea
NAME(S). James M. Trotter 1�1;jndg_G. Troyer
Mailing Address: 201 PiirKinIron
City, St. Zip: A5pen CO 81611
Phone 970 923-9959
This form is filed by the named individual/engly claiming that they are the owner of the well permitted as referenced above.
This filing is made pursuant to C.R.S. 37-90-143.
W€ta. LOCATION' Well Permit Number. 19 621 Receipt Number:0392379
County edkln County Owners Well Designation
201 Plwin Iron ggpen CO 81611
(Address) (City ) (State) (Zip)
X114 of theSE 114. Sec. a, Twp. � EI N. or ® S., Range 95 ❑ E, or N W., 6th P.M.
Distance from Section Una 190D Ft. From ❑ N. or ® S., 6d0 Ft. From ® E. or ❑ W. Line,
Subdivision Name Lot— , Block _ , Filing/Unit
The above listed owner($) say(s) that he, she (they) own the well described herein. The existing record is being amended for
the following reasons:
N Change in name of owner ❑ Change In mailing address ❑ Correcticil of location for exempt wells permitted prior to May
8, 1972 and non-exempt wells permitted before May 17, 1965.
Please see the reverse side for further information regarding correction of the well location_
(we) claim and say that I (we) (are) the owner(s) of the well described above, know the contents of the statements made
erein. and-stateithat M are true tom our Knowledge.
of Ine n
Please print the Signers Name & Title
f--I
uRmern, 41.—Me-r nc-W--
Date
7
IN
is the responsibility of the new owner of this wel( to complete and sign the form- Signatures of agents are acceptable if an
original letter of agency signed by the owner is attached to (he form upon its receipt
For Office Use Only
IED OWNERSHIP
AG
ANL>r'DR MAILINA5
A,DD4F,5S
State Engineer By Date
co
-1
1140' lU UJ UJ. JJr
May 17, 2005
Timmy Trauguer
C/o Caldwell Bankers
201 Pitkin Iron Rd.
Woody Creek, CO 81656
ATTN: Jimmy
W�=
On Mat 12 - 13, 2005, a well test was conducted on a well on the Robert & Patti Bunter
Property. The following information was obtained;
Well Depth--------------
Casing Size----
--�50xor
Standing water level
-- --- 12719-I/2"
Total test time------�--�-------------
24 Hours
Drawdown to — -----
------- 197' 2"
Production is -------------
__>7 GPM
This test was conducted with the Existing pump. The well water level recovered back to
145' 8-1/2" in 8 Hours. 1f you have any questions please call me, Raun Samuelson at
970-945-6309.
Sincerelv;
Raun E Samuelson
Samuelson Pump Co.
P.O. Box 297 . Glenwood Springs, CO 81602 • (970) 945-6309 • Fox (970) 947-9448
W&D, Systems Seas, S®rv,ce & 1nstC7!iOf9pY
95-18-85 14:52 TO:COLDWELL BANKER A5FEN FROM:978 947 9448 P91
4 Received Time Mav•23. 12:4lPhl
LOJ lU VJ VJ.JJ�+
r
N
W
M
J
J
W
m is
E v
m 9
Z 4
1\N11C111U _I U11
J / U -•/ -. 770
N.L
05-10-05 14:52 TO:COLDWELL DANKER ASPCN
O
Received Time May.23. 12:41PM
PROM:970 947 9440
P02
_ A-
9
DATECOLLECTED I DAILR D ILWb U1M Fhul S tllJtA:
03/14/05 3/15/05 03/22/05 633343
WSnNWRADDRESS
CALDWELL BANKER
720 E DURANT AVE
DEALER ADDRESS
AQUA TEC SYSTEMS, INC.
P.O. Box 488
GLENWOOD SPRING, CO 81602-
L�:�QA�+�L10
`&G ilxs 446 Rlwe
a�i4fa
Nro/
DRINKING
WATER
ANALYSIS
RESULTS
10: DAVID HALVERSON
NOTE: "+" The MCL (Maximum Contaminant Level) or an established
guideline has been exceeded for this contaminant.
Bacteria results may be invalid due to lack of collection
information or because the sample has exceeded the 30 -hour
holding time.
"ND" This contaminant was not detected at or above our stated
detection level.
"NUS" No bacteria submitted. "NBR" No Bacteria Required.
"1'" = PRESENCE "A" ABSENCE
"EP" = E. COLT PRESENCE "EA" = E. COLT ABSENCE
"NA" Not Analyzed
Analysis Performed ; MCL ; Det. Level
;(mg/1); Level Detected
------------------------------------------------------------
Total coliform P P A
------------------------------------------------------
Inorganic chemicals - metals:
Aluminum
0.2
0.1
NO
Arsenic
0.05
0.010
ND
Barium
2
0.30
ND
Cadmium
0.005
0.002
ND
Calcium
---
2.0
21
Chromium
0.1
0.010
ND
Copper
1.3
0.004
0.014
Iron
0.3
0.020
NO
Lead
0.015
0.002
ND
Magnesium
---
0.10
8.4
Manganese
0.05
0.004
0.009
Mercury
0.002
0.001
ND
Nickel
---
0.02
ND
Selenium
0.05
0.020
NO
Silver
0.1
0.002
ND
Sodium
---
1
600
Zinc
5
0.004
0.010
-----------------------------------------
Inorganic chemicals
- other, and
physical
— ----------------
factors:
----------------------------------------------------------
Alkalinity (Total as
C&CO3)
---
20
38
Chloride
250
5.0
6
Fluoride
4
0.5
.8
Hardness (suggested
limit = 100)
10
87
Nitrate as N
10
0.5
ND
Nitrite as N
1
0.5
ND
PN (Standard Units)
6.5-8.5
---
6.
Sulfate
250
5.0
990+
Total Dissolved Solids
500
20
1800•
Turbidity (Turbidity
Units)-
1_0---
0.1
0.4
------------------------------------------------------------
Organic chemicals -
--
trihalamethanes:
------------------------------------------------------------
Bromodichloromethane
---
0.002
ND
Bromoform
---
0.004
ND
Chloroform
---
0.002
ND
Dibromochloromethane
---
0.004
ND
Total THMs
------------------------------------------------------------
0.080
0.002
ND
FIAF
51b
03-28-05 08:53 TO:COLDWELL BANKER ASPEN FROM: P02
•
page 2.
Sample
code:
633343
Analysis performed
NCL ;Detection;
Level
(mg/1) I
Level ;Detected
------------------------------------------------------------
1,1,1,2-Tetrachloroethane
---
0.002
NO
1,1,1-Trichloroethane
0.2
0.001
NO
1,1,2,2-Tetrachloroethane
---
0.002
NO
1,1,2-Trichloroethane
0.005
D.002
ND
1,1-Dichloroethane
---
0.002
ND
1,1-Dichloroethane
0.007
0.001
NO
1,1-Dichloropropene
---
0.002
0.002
ND
NO
1,2,3-Trichlorobenzene
---
0.002
ND
1,2,3-Trichloropropane
---
0.07
0.002
ND
1,2,4-Trichlorobenzene
0.001
ND
1,2-Dichlorobenzene
0.6
0.005
0.001
ND
1,2-Dichloroethane
0.005
0.002
ND
1,2-Dichloropropane
0.001
ND
1,3-Dichlorobenzene
0.6
---
0.002
NO
1,3-Dichloropropane
0.075
0.001
ND
1,4-Dichlorobenzene
---
0.002
ND
2,2-Dichloropropane
---
0.001
ND
2-Chlorotoluene
---
0.001
ND
4-Chlorotoluene
0.005
0.001
ND
Benzene
---
0.002
ND
Brosubenzene
---
0.002
ND
Brososethane
Carbon Tetrachloride
0.005
0.001
ND
Chlorobenzene
0.1
0.001
ND
Chloroethane
---
---
0.002
0.002
NO
ND
Chloromethane
cis-1,2-Dichloroethene
0.07
0.002
ND
ci3-1,3-Dichloropropene
---
0.002
NO
Dibromochloropropaoe (DBCP)
---
0.001
NO
DibromomeLhane
---
0.002
NO
Dichlorodifluoromethane
---
0.002
NO
Dichloromethane
0.005
0.002
NO
Ethylbenzena
0.7
0.001
ND
No
Ethylenedibromide (EDB)
---
0.001
Methyl-Teri-Butyl-Ether
---
0.004
NO
Styrene
0.1
0.001
ND
Tetrachloroethene (PCE)
0.005
0.002
NO
Toluene
1
0.001
NO
Trans-1,2-Dichloroethene
O.l
0.002
NO
trans-1,3-Dichloropropene
---
0.002
NO
ND
Trichloroethene (TCE)
0.005
0.001
Trichlorofluoromethane
---
0.002
ND
NO
vinyl Chloride
0.002
0.001
0.001
NO
Xylene
10
------
-----------------------------------------------------
-
Organic chemicals - pesticides,
herbicides and PCBs
--------------------
„4-D
0.07
0.010
NO
Alachlor
0.002
0.001
ND
0.002
NO
Aldrin
0.003
0.002
NO
Atrazine
0.002
0.001
NO
Chlordane
---
0.002
ND
Dichloran
0.001
ND
Dieldrin
0.002
0.0001
NO
Endrin
Heptachlor
0.0004
0.0004
ND
Heptachlor Epoxide
0.0002
0.0001
NO
NO
Hexachlorobenzene
0.001
0.0005
NO
Hexachlorocyclopentadiene
0.05
0.001
Lindane
0.0002
0.0002
ND
Methoxychlor
0.04
0.0005
0.002
0.0005
ND
NO
PCBs
---
0.002
ND
pentachloronitrobenzene
0.005
ND
silvex(2,4,5-TP)
0.05
0.002
NO
Simazine
0.004
0.003
0.001
ND
Toxaphene
ND
Trifluralin0.002
We certify that the atmiM perfartned for this report are accurate, and that the
laboratory tests were conducted by
methods approved by the U.S. Environmental Protection Agency
or variations
of these EPA methods.
77rse test results am intended to be used for informational purposes only and may not be used for regulatory
compliance.
✓j rerl w,z/ e-W� �va ' nvloive4 ld
wxvuc,Er,wo ueaHroaea cro.
. ,rm
' �
03-28-05 08:53 TO:COLDWELL BANKER ASPEN FROM: P03
i
..
0-
0 O a$
N x
fD UI
O
�:z
d <
6
Lu
N r
N
F O
m
IL
m
CD
Er
Z 00r
8 mo
ozC
Z Y O
F
�a�
} D uj
N N
❑ H Q
cw 9
O
0 O N
d
Nelle:
PfRXfT SPT
RPPNfNT
Sa . 114- a 1--0'
OW:
May 26, 2006
SHEET:
A-2
0 0
FIRST AMENDMENT
A TRACT OF LAND SITUATED IN LOT
P01RI�BRASS CAP
PARCEL NO, 264308103034
MEREDITH NELSON -DANIEL AND
GARY E. DANIEL
REC. NO. 497224
O
,qp.
NO. 5 REBAR
E
0
42M
TO BROWN AMENDED 1041 HAZARD REVIEW SITE PLAN
10, SECTI❑N 8, TOWNSHIP 9 SOUTH, RANGE 85 WEST OF THE 6TH P.M
PITKIN COUNTY, COLORADO
ACCESS AND UTILITY ESMT. FOUND REBAR 6 CAP
REC. NO. 392274 AND WITNESS CORNER
B. 50 P. 62 x q 1 . L. S. NO. 27613
/6 ..r
♦
♦
a ♦♦ vgNr N q
4
'4f pr
o°
♦
♦
a$20 ,a9� ♦♦ ♦ ROCK WALK
NOT CE VNO TO COL W Lµ YOU MUST COMENCE AT LEGAL
ACT OI µY T IN THIS SURVEY WITHIN THREE YEARS
Nf YBU P DIBCDWM WECT. IN NO EVENT NAY AY ACTION
YEARS IRDM BASIS
BA E OF N IS YT SHOWN HEREON BE COMMENCED IrmE THAN TEN
is
x nq.r w
FI3UND REBAR L CAP xoww
POINT ON LINE
L. S. NO. 27613 ��((
WELL AREA FOR CATILEVERED %"'f' "„ T w,NNr i nm
DLD6 ELEMENTS WTSIN
BL06 ENVELOPE APPROVED
VRBY RESOLUTION N0. 99-70
ML. 130T4H
FOUND REBAR L CAP ♦`/
140472.197 S0. FT. WITNESS CORNER
3.22 ACRES L. S. N0. 27613
PARCEL MO. 26430930004
JAMES H. COLLINS
REL. NO. 419405
A�
hfl'
fp
BUILDING ENVELOPE AS SHOWN [IN BROWN
/AMENDED 1041 HAZARD REVIEW SITE PLAN
,,'AMENDED
50 AT PAGE 62 HAS BEEN AMENDED
pear N .
,ROCK WALK
PVC PIPES
FOR SEPTIC
SYSTEM
LOCATION APPROVED
BY ADMINISTRATIVE
DECISION W'4FS000
' REC W. 444083 <
jw
IA]T Tut
iEPY
�� ♦ wgwrw q..
SPT.
DISHES
x ]tYW � aYo' gyYr. , W
FOUND REBAR L CAP
L. S. NO, 27613
FOUND BRASS CAP
HIGHWAY BE R. -6 -W.
MAKER
LEGAL DESCRIPTION
A TRACT OF LAND SITUATED IN LOT 10, SECTION 8, TOWNSHIP 9 SOUTH, RANGE
85 WEST OF THE SIXTH PRINCIPAL MERIDIAN, PITKIN COUNTY, COLORADO,
DESCRIBED AS FOLLOWS,
BEGINNING AT A POINT ON THE NORTHEASTERLY RIGHT -OF -MAY OF STATE
HIGHWAY 82 WHENCE THE SOUTHEAST CORNER OF SAID SECTION 8 BEARS S.
23.48' 45' E. 1771.80 FEETI THENCE N. 41'31' W. 300.00 FEET ALONG THE
NORTHEASTERLY RIGHT -OF -MAY LINE OF SAID HIGHWAY 821 THENCE N.
48.29' E. 454.80 FEET TO THE CORNER OF THE ROARING FORK RIVERI THENCE
S. 44'42' E. 144 52 FEET ALONG THE CENTER OF THE ROARING FORK RIVER)
THENCE S. 51'47' E. 158.25 FEET ALONG THE CENTER OF THE ROARING FORK
RIVERR THENCE S. 48'29' W. 491.05 FEET TO THE POINT OF BEGINNING.
TOGETHER WITH AN EASEMENT OR INGRESS AND EGRESS RECORDED APRIL 30,
1996 AS RECEPTION NO. 392274.
PS A� abMi-oW-oe-e1M
NOTES
I. THE BASIS OF BEARING FOR THIS SURVEY IS N. 41'50'10' W.
BETWEEN TWO BRASS CAPS BEING STATE HIGHWAY 82 R. -O. -W. MARKERS
AS SHOWN HEREON.
2. A NON-EXCLUSIVE EASEMENT FOR THE PURPOSE OF PUBLIC FISHING
ON THE ROARING FORK RIVER ON THIS PARCEL IS RECORDED WITH THE PITKIN
COUNTY CLERK'S OFFICE AT RECEPTION N0, 392275,
3.A PERPETUAL AVIGATION EASEMENT FOR THIS PARCEL IS RECORDED WITH THE
PITKIN COUNTY CLERK'S OFFICE AT RECEPTION NO. 446175.
4. THIS SURVEY IS A RETRACEMENT OF A 1041 HAZARD REVIEW SITE PLAN DONE
BY SCARROW AND WALKER IN 1995 AND THE BASIS OF BEARING
WAS DETERMINED FROM THIS SURVEY.
PITKIN COUNTY COMMUNITY DEVELOPMENT DIRECTOR APPROVAL
THIS 1041 HAZARD REVIEW SITE PLAN HAS BEEN REVIEWED AND APPROVED BY
THE COMMUNITY DEVELOPMENT DIRECTOR TMIS__�`j$h _➢AY OF_
2005, 6111 kii
B11*IDEI GGBDED IN THE PITKIN COUNTY CLERK AND
RECORDER'S OFF Cr AS RECEPTION NO.—�
np ,,''
'xlA__TABL____________
COMMUNITY DEVELOPMENT DIRECTOR
'4 CAaEx P14.41
pled 3,041-08410-01}
FOUND. REBAR L CAP
POINT -ON LINE
L. S. NO. 27613
PARCEL NO. 264309300005
JAMES E. PEARL, DAVID S.
PEARL AND DOUGLAS B. PEARL
B 307 P 42 6 43
1041 HAZARD REVIEW WAIVER
I�11„11�!1 5Y2406:r s
CLERK AND RECORDER ACCEPTANCE FOR RECORDING
THIS 1041 HAZARD REVIEW SITE PLAN (OR PLAT) HAS BEEN ACCEPTED FOR
FILING IN THE OFFICE 0 THE CLERK AND RECORDER OF PITKIN COUNTY,
COLORADO, THIS1 DAY OF_ 2005, IN PLAT.BOOK__2r __
pp __ --DAY OF- 2005, IN Pl_AT.BOOK__2r__
AT PAGE__Jt—____AS R CEPTTON NO. S� jt__
APPLICANT ACKNOWLEDGES THAT HE/SHE HAS BEEN INFORMED BY PITKIN
COUNTY OF THE EXISTENCE OF '1041 HAZARD AREAS' THAT MIGHT AFFECT THE
PROPERTY, ANY IMPROVEMENTS AND THE USE AND OCCUPANCY THEREOF. THE
PROVISIONS OF THE PITKIN COUNTY REGULATIONS DO NOT IN ANY WAY
ASSURE OR IMPLY THE AREAS OUTSIDE OF DESIGNATED HAZARD AREAS WILL
BE FREE FROM HAZARDS OR THAT APPROVED MITIGATION MEASURES WILL
GUARANTEE THE SAFETY OF THE PROPERTY.
OWNER'S POWER OF ATTORNEYS L>E-�YAi Y. fi7fNa_'
W. ADAMS GILL.CSPIE , G.�i iF
ADDRESS, 201 PITKIN IRON ROAD
FIRST AMENDMENT TO BROWN AMENDED
1041 HAZARD REVIEW SITE PLAN
BR1 FN
A/06BY:
0 07I
CIBASOAVSYNG
PO1P01?B Y Sr.
T
AA
aABONAu, Co
AGILE
SRRFY
PAWN" N0.
1' . Jo'
1
41080
INSTALL 300' t - 2'
-FORCE MAIN. GRADE
TO DOSING TANK OR
VERIFY LOCATION OF
WITHIN EASEMENT_
NATURAL GROUND I'll ��' -11" `"' .1
BED CROSS SECTION (TYP. )
N.T.S.
1
\
p
o
Z
WE.ILI
>
\
/
\\ �
EXISTING \"V\
2000—GALLON TANK \���
o
\\ \\
v�wc
.,
DOSING TA�K�����V
\
\
VICINITY MAP
OL.
SCALE: 1".2000'
o
\/cORKMAL
8YUMM DEBIM MM
^
6'
\~
\
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PITKIN COUNTY REGULATIONS OF
INDIVIDUAL SEWAGE DISPOSAL/TREATMENT SYSTEMS, EVEN THOUGH ALL SUCH REQUIREMENTS
ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE
W
FY
Y
LU
Q
�
FOR KNOWING AND CONFORMING TO SUCH SPECIFIC DETAILS AS ARE REFERRED TO IN THE
O
0101
Cl
ABOVE MENTIONED REGULATIONS. THIS DRAWING DOES NOT CONSTITUTE AN ISDSASTS PERMIT.
' N
V y O Od MM
q 6 vv'I N
A PERMIT MUST BE OBTAINED FROM APPROPRIATE CITY OR COUNTY OFFICIALS. THE ENGINEER
MUST OBSERVE THE CONSTRUCTION OF THE SYSTEM BEFORE BACKFILL AND PROVIDE A LETTER
OF INSPEC110N AS REQUIRED BY THE OFFICIALS. A REQUEST FOR INSPECTION MUST BE MADE
I _•ppi'"
`. F6+ �6'
\
te..,
BY THE CONTRACTOR AT LEAST 48 -HOURS PRIOR TO THE EXPECTED TIME OF BACKFILLING.
'up Z00 a
'
h
-
'`
t' XISTING �\ ..
\ \
2. DEMAND CALCULATIONS
5 BEDROOMS * 2 PERSONS/BEDROOM * 100 GALLONS/PERSON/DAY:
�W ego
_ N
>
\`�
ESID E N C E \
\ pf,
AVERAGE DAILY FLOW=1000 GPD.
DESIGN FLOW=1.75*AVERAGE=1750 GPD
+•+
c
°�%
I
d
(Q)
Hn w
1d-
3. $OPTIC TANK CALCULATIONS:
y m p N
00
Co
MINIMUM TOTAL TANK SIZE=Q*i DAY/24 HRS*30 HRS=2188 GPD.
m N
O c oT c
EXISTING
`�
I \\ `��
THE EXISTING 2000 -GALLON SEPTIC TANK AND SECONDARY DOSING TANK ARE
SUFFICIENTLY SIZED TO ACCOMMODATE THE PROPOSED DEMAND. BOTH TANKS SHALL BE
N
0 000 m
V'
l�
WELL &
`
\
® \
\
PUMPED AND CLEANED TO REMOVE ANY EXISTING SEDIMENT.
4. ABSORPTION AREA CALCULATIONS:
0
WATER
�� �a6,
,
I p
\\ �Co
A- O*SORT(t) Q=MAXIMUM FLOW
5 t-PERC. RATE=30 MPI (PREVIOUS TEST -30,23,5)
1750*SQRT(30) = 1917 SF
d
ate+
'
```��`
I
41
1 LINE
-
'\ \ \ \\\
70 STANDARD INFILTRATORS WERE PREVIOUSLY INSTALLED IN A BED CONFIGURATION.
�S
EXISTING
'
Off\
\ \ �\
THEREFORE, ADDITIONAL STANDARD INFILTRATORS OR SIODIFFUSERS SHALL BE INSTALLED IN
A SECOND BED. A 30% REDUCTION IS ALLOWED (A=1342 SF). THEREFORE, AT 15.5 S.F./UNIT,
0
C
�
SEWER
�
87 TOTAL UNITS ARE REQUIRED. INSTALL AN ADDITIONAL 18 UNITS.
`�`
\ \
\
\
5 PERcoLA ON TESTING�
THE PRE1 ISDS DESIGNOUS PREPARED BY HIGH
00
LINE \
'
\ \ \
\
COUNTRYTIENG N ER NG,WAS INC.,RECORDED PROJECTT NO. 99004.31,ON
DATED 7/26/00.
0 0
``� \\\
6.A CLEANOUT IS REQUIRED AT THE HOUSE WITH A WYE SWEEP INSTALLED FOR CLEANING THE
UPSTREAM PIPE. CLEANOUTS ARE ALSO REQUIRED AT ALL BENDS AND AT LEAST EVERY
3 N U 0
m to 0
100 -FEET BETWEEN THE HOUSE AND THE SEPTIC TANK.u
0
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WATER TIGHT COMPONENTS
(a O Q, Cl
/\/
p r \_\`)
�VN8.
`
`���
\
THROUGHOUT THE SYSTEM TO PREVENT INFILTRATION.
INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS PORTS TO FINAL GRADE. PORTS SHALL
r �r
o
O 0 'O
'•
Lo 0
O
` /
o�
`
BE MARKED IF CAPS ARE TO BE BURIED.
9.BLUEBOARD INSULATION IS REQUIRED OVER SEWER AND EFFLUENT PIPE WHEREVER DEPTH IS
> N C
O 3
\\\ CQ
���
O�
LESS THAN 5.0 FET. ONE (1) INCH OF BLUEBOARD SHOULD BE USED PER ONE (1) FOOT OF
COVER NEEDED TO MEET THE MINIMUM EQUIVALENT OF EARTH COVER.
O
0
Cli
10. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG AS ALL
MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED.
in
1. INSTALL CHAMBER UNITS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
\
3. ABSORPTION LATERALS SHALL NOT EXCEED 100 -FEET IN LENGTH, SHALL PARALLEL
THE TOPOGRAPHY AND SHALL BE INSTALLED IN A RECTANGULAR PATTERN
/ N`
\
WHENEVER POSSIBLE.
4. THE BOTTOM OF THE ABSORPTION BED SHALL BE LEVEL AND THE BOTTOM
AND SIDEWALLS MUST BE RAKED TO REMOVE ANY SOIL SMEARS INCURRED DURING
THE EXCAVATION. FAILURE TO DO SO MAY REQUIRE THE CONTRACTOR TO
\
/
REPLACE THE ABSORPTION FIELD AT HIS/HER OWN EXPENSE.
5. DRAINAGE SWALES ARE TO BE PROVIDED ABOVE AND AROUND THE FIELD, AS
NECESSARY, TO PREVENT SURFACE RUNOFF FROM ENTERING ABSORPTION AREA.
8. NO EXCAVATION OF THE ABSORPTION FIELD IS TO BE DONE DURING WET
WEATHER AND USE OF RUBBER TIRE VEHICLES OVER THE ABSORPTION AREA IS
STRICTLY PROHIBITED.
d
w
7. UNSUITABLE MATERIAL EXISTING WITHIN THE FIELD SHALL BE EXCAVATED AND
BACKFILL SHALL CONSIST OF ONSITE SELECT OR PIT -RUN MATERIAL. THE
O
OD
ENGINEER SHALL BE CONTACTED IF UNSUITABLE MATERIAL IS ENCOUNTERED.
8. TOPSOIL COVER MAY BE VARIED (1 -FOOT MINIMUM, 3' MAXIMUM) TO ALLOW FOR
Q
EXISTING
LANDSCAPING.
BED, 70 ,
^ — — — — •
STANDARD
�[� ```�
1. MINIMUM SETBACKS FROM THE ABSORPTION FIELD SHALL BE:
0
\\ \
�O1 0
`�
`�
A. WELL (IF INSTALLED) -100' (+80') =160'
POTABLE LINE
a O N
O
\
•
INSTALLED 28 ADDITIONAL
Y 9
``
B. WATER SUPPLY -25'
C. DWELLING=20'
L
to a to
\
UNITS
0. PROPERTY LINES/IRRIGATION LATERALS=10'
E. SEPTIC TANK=6'
3 IA O's
p O a
\
\
QUICK 4 INFILTRATOR UNIT
�.
F. PONDS/WATER COURSES -50' (+60') =110'
m
Q
\
IN A SECONDARY BED
' `
G. DRY GULCHES=25'
o_
Q
\ \
��`
2. MINIMUM SETBACKS FROM THE SEPTIC TANK SHALL BE:
p O
\
CONFIGURATION. MANIFOLDS
\
AND INSPECTION P0RTS WERE
•
`
`
B. POTABLE WATER SUPPLY LINE=10'
C. DWELLING=5'
fn
O 4%
\
`
D. PROPERTY LINES/IRRIGATION LATERALS=10'
\ \
INSTALLED A S REQUIRED
•
E. PONDS/WATER COURSES -50'
F. DRY GULCHES=10'
J
O
v
\ \
ATTACH REMOVABLE CAP OR ESTABLISH VEGETATIVE
THREADEDCOVER
MARKERiIF CAPE IS TO
BE BURIED. BACKFILL WITH
\ �• \
NATIVE MATERIAL
\
Q
Q \
4"0 PVC SOLID
PIPE CUT TO FIT
\�\
4"0 COUPLING (UNION "
36 MAX.
\
\
°
USE HOLE SAW TO CUT OUT
PRE—MARKED CIRCLE AT
Q
THE CENTER OF THE UNIT
GRAPHIC SCALE
4"0 PERFORATED PVC \
FILE INFO:
PROJECT NO.
zo 0 o zo ao so PIPE. EXTEND PIPE TO \i 12"t
\ REST ON BOTTOM OF ., ,'
\
BED/TRENCH �_
07002.001
qNb
\
( IN FEET)
PROJECT NAME:
001 -Trotter
\
\ \
1 inch = 20 ft.
CHAMBER UNIT
FILE NAME:
001-Trotter-J6SB
(TYP.)
\
\
INSPECTION PORT DETAIL
1
\
\
(N.T.S.)
a
`Q
\V
\ \
o\ \ \ \ \ \ \ ate\ \ \\ \\\\ per\ \
\ \
EXISTING
2000—GALLON TANK
i41
8c DOSING TANK; ��\'. \x�
cl
\ p��EXISTING
ESIDENCE\
sir EXISTING
WELL
0
° WATER
LINE EXISTING
v SEWER \
\�
LINE
�Cp \ \ \ V\
\ \ \ \ \4_ \ \ \ \\ \ \ \
/* \ , � \... \✓ \. lam \ \ \ \ . \ ....
\\\ rn
\ \� EXISTING
\\ ------.--� BED, 70
\ \ UNITS
\ INSTALL 18 ADDITIONAL
\ STANDARD INFILTRATOR OR
\ \ BIODIFFUSER UNITS IN A
\ \\ SECONDARY BED
\ \ CONFIGURATION. CONNECT
\ \ THE NEW BED MANIFOLDS TO
\ \ THE EXISTING BED
\ \ MANIFOLDS. INSTALL AN
INSPECTION PORT AT EACH
ND OF THE NEW BED.
00
6' MIN.
20
GRAPHIC SCALE
( IN FEET )
1 inch = 20 ft.
1. ALL ALL C SHALL BE IN ACCORDANCE WITH THE PITKIN COUNTY REGULATIONS OF
INDIVIDUAL SEWAGE DISPOSAL/TREATMENT SYSTEMS, EVEN THOUGH ALL SUCH REQUIREMENTS
ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR KNOWING AND CONFORMING TO SUCH SPECIFIC DETAILS AS ARE REFERRED TO IN THE
ABOVE MENTIONED REGULATIONS. THIS DRAWING DOES NOT CONSTITUTE AN ISDS/ISTS PERMIT.
A PERMIT MUST BE OBTAINED FROM APPROPRIATE CIN OR COUNTY OFFICIALS. THE ENGINEER
MUST OBSERVE THE CONSTRUCTION OF THE SYSTEM BEFORE BACKFILL AND PROVIDE A LETTER
OF INSPECTION AS REQUIRED BY THE OFFICIALS. A REQUEST FOR INSPECTION MUST BE MADE
BY THE CONTRACTOR AT LEAST 48 -HOURS PRIOR TO THE EXPECTED TIME OF BACKFILLING.
2. DEMAND CALCULATIONS,
5 BEDROOMS * 2 PERSONS/BEDROOM * 100 GALLONS/PERSON/DAY:
AVERAGE DAILY FLOW=1000 GPD.
DESIGN FLOW=1.75*AVERAGE=1750 GPD (Q)
3. SEPTIC TANK CALCULATIONS,
MINIMUM TOTAL TANK SIZE=Q*1 DAY/24 HRS*30 HRS=2188 GPD.
THE EXISTING 2000 -GALLON SEPTIC TANK AND SECONDARY DOSING TANK ARE
SUFFICIENTLY SIZED TO ACCOMMODATE THE PROPOSED DEMAND. BOTH TANKS SHALL BE
PUMPED AND CLEANED TO REMOVE ANY EXISTING SEDIMENT.
4. ABSORPTION AREA CALCULATIONS,
A = O*SORT(t) Q=MAXIMUM FLOW
5 t=PERC. RATE=30 MPI (PREVIOUS TEST=30,23,5)
= 1750*SORT(30) = 1917 SF
5
70 STANDARD INFILTRATORS WERE PREVIOUSLY INSTALLED IN A BED CONFIGURATION.
THEREFORE, ADDITIONAL STANDARD INFILTRATORS OR BIODIFFUSERS SHALL BE INSTALLED IN
A SECOND BED. A 30% REDUCTION IS ALLOWED (A=1342 SF). THEREFORE, AT 15.5 S.F./UNIT,
87 TOTAL UNITS ARE REQUIRED. INSTALL AN ADDITIONAL 18 UNITS.
5. PERCOLATION TESTING WAS RECORDED ON THE PREVIOUS ISDS DESIGN PREPARED BY HIGH
COUNTRY ENGINEERING, INC., PROJECT NO. 99004.31, DATED 7/26/00.
6.A CLEANOUT IS REQUIRED AT THE HOUSE WITH A WYE SWEEP INSTALLED FOR CLEANING THE
UPSTREAM PIPE. CLEANOUTS ARE ALSO REQUIRED AT ALL BENDS AND AT LEAST EVERY
100 -FEET BETWEEN THE HOUSE AND THE SEPTIC TANK.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WATER TIGHT COMPONENTS
THROUGHOUT THE SYSTEM TO PREVENT INFILTRATION.
8. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS PORTS TO FINAL GRADE PORTS SHALL
BE MARKED IF CAPS ARE TO BE BURIED.
9. BLUEBOARD INSULATION IS REQUIRED OVER SEWER AND EFFLUENT PIPE WHEREVER DEPTH IS
LESS THAN 5.0 FEET. ONE (1) INCH OF BLUEBOARD SHOULD BE USED PER ONE (1) FOOT OF
COVER NEEDED TO MEET THE MINIMUM EQUIVALENT OF EARTH COVER,
10. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG AS ALL
MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED.
AMA NOM
1. INSTALL CHAMBER UNITS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
3. ABSORPTION LATERALS SHALL NOT EXCEED 100 -FEET IN LENGTH, SHALL PARALLEL
THE TOPOGRAPHY AND SHALL BE INSTALLED IN A RECTANGULAR PATTERN
WHENEVER POSSIBLE.
4. THE BOTTOM OF THE ABSORPTION BED SHALL BE LEVEL AND THE BOTTOM
AND SIDEWALLS MUST BE RAKED TO REMOVE ANY SOIL SMEARS INCURRED DURING
THE EXCAVATION. FAILURE TO DO SO MAY REQUIRE THE CONTRACTOR TO
REPLACE THE ABSORPTION FIELD AT HIS/HER OWN EXPENSE.
5. DRAINAGE SWALES ARE TO BE PROVIDED ABOVE AND AROUND THE FIELD, AS
NECESSARY, TO PREVENT SURFACE RUNOFF FROM ENTERING ABSORPTION AREA.
6. NO EXCAVATION OF THE ABSORPTION FIELD IS TO BE DONE DURING WET
WEATHER AND USE OF RUBBER TIRE VEHICLES OVER THE ABSORPTION AREA IS
STRICTLY PROHIBITED.
7. UNSUITABLE MATERIAL EXISTING WITHIN THE FIELD SHALL BE EXCAVATED AND
BACKFILL SHALL CONSIST OF ONSITE SELECT OR PIT -RUN MATERIAL. THE
ENGINEER SHALL BE CONTACTED IF UNSUITABLE MATERIAL IS ENCOUNTERED.
8. TOPSOIL COVER MAY BE VARIED (1 -FOOT MINIMUM, 3' MAXIMUM) TO ALLOW FOR
LANDSCAPING.
SETIMMINom
11. MINIMUM FROM THE ABSORPTION FIELD SHALL BE:
A. WELL (IF INSTALLED) -100' (+60') =160'
B. POTABLE WATER SUPPLY LINE=25'
C. DWELLING=20'
D. PROPERTY LINES/IRRIGATION LATERALS=10'
E. SEPTIC TANK=6'
F. PONDS/WATER COURSES=50' (+60') =110'
G. DRY GULCHES=25'
2. MINIMUM SETBACKS FROM THE SEPTIC TANK SHALL BE:
A. WELL -50'
B. POTABLE WATER SUPPLY LINE=10'
C. DWELLING=5'
D. PROPERTY LINES/IRRIGATION LATERALS=10'
E. PONDS/WATER COURSES=50'
F. DRY GULCHES=10'
ATTACH REMOVABLE CAP OR
THREADED CLEANOUT
ASSEMBLY,
INSTALL MARKER IF
CAP IS TO
BE BURIED.
4"0 PVC SOLID
PIPE CUT TO FIT
4"0 COUPLING (UNION)\�
USE HOLE SAW TO CUT OUT
PRE—MARKED CIRCLE AT
THE CENTER OF THE UNIT
4"0 PERFORATED PVC \
°
PIPE. EXTEND PIPE TO
°°°
REST ON BOTTOM OF
BED/TRENCH
CHAMBER UNIT
(TYP.)
INSPECTION PORT DETAIL
(N.T.S.)
r.
Jd�`l�
N1jyeoiNW
= ji�v
N o 00
W dVM
7 O
U C 01
.2 G X
i�b0 Y UI
Or. Or, M��
U
CO.2 M
Ci
C7 �
Si Y
d
00 (a
bA
Q
r
Li �
0 a) N
00 o
v 0
O �
N_
J �
0
C9
FILE INFO:
PROJECT NO.
07002.001
PROJECT NAME:
001 -Trotter
FILE NAME:
1