HomeMy WebLinkAboutPitkin.EH.246734305005 (2019)
ONSITE WASTEWATER TREATMENT SYSTEM (OWTS)
CONSTRUCTION PERMIT
76 Service Center Rd· Aspen, CO · 81611
Phone: 970.920.5070 Fax: 970.920.5374
Permit #: 0027.2019.POWT Parcel ID #: 2467-343-05-005
Permit Issued: NEW REPAIR REMODEL/ADDITION TANK ONLY FIELD ONLY AMENDMENT
Owner(s): Maureen DaCosta
Property Address: 1591 Gateway Rd
Legal Description:
Size of Lot: 1.1 Acres Detached Accessory Unit: YES NO
Size of Building: 2131 Sq. Ft. Size of Accessory
Unit: Sq. Ft.
OWTS system is designed to serve 4 bedrooms (permit #80002)
Designed By: N/A Project #: Dated:
Phone #: Mailing Address:
Fax #: Email Address:
Perc Rate: Profile Hole Depth: Depth to Groundwater or
Bedrock:
Minimum Tank Capacity: 1250 gallons Minimum Absorption
Area:
N/A
Permit Conditions:
This OWTS Construction Permit is approved on the condition of compliance with the engineer design as submitted with the application and the
specifications cited above. Changes must be approved by this Department and the engineer prior to construction.
The existing fiberglass tank is in poor condition and must be replaced. The existing tank must be pumped prior to either
being removed or crushed in place. A new minimum 1250 gallon tank will installed near the old tank. Risers must be
accessible from grade, an effluent filter must be installed in the outlet of the tank.
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 within 30 days of the final inspection, unless a longer period of time has been agreed upon, in writing. This Department must also be called
for the final inspection with a minimum of 48 hours notice.
Minimum horizontal distances between components of the system and physical features shall conform to the requirements of the Pitkin County OWTS
Regulation.
This Permit is conditioned upon the property owner(s) providing for regular inspection, cleaning, and maintenance of the syst em by qualified personnel, in
accordance with the manufacturer's recommendations and the requirements of the Pitkin County OWTS Reg ulation. Issuance of this OWTS Construction
Permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail. Issuance of
this permit does not imply compliance with Pitkin County building and/or land use regulations, nor guarantee issuance of building and/or land use permits.
THIS PERMIT IS EXPRESSLY CONDITIONED UPON COMPLIANCE WITH ALL REQUIREMENTS OF THE PITKIN
COUNTY OWTS REGULATION, INCLUDING BUT NOT LIMITED TO THOSE CONDITIONS SPECIFIED ABOVE.
Plans and specifications for the proposed OWTS have been reviewed and are considered satisfactory. Permission is
hereby given to the property owner(s) to perform the work indicated in accordance with the Pitkin County OWTS
Regulation. This Permit will expire 1 year from the date of issuance unless construction on the system has commenced.
An "as-built" drawing must be submitted and approved by EH before final approval of the system will be issued.
Issued By: Bryan Daugherty, REHS Date: 9/12/19 Expires: 3/12/20
Installer: License #: Reactivation Authorized by:
Final Approval Issued By: Date: New Expiration Date:
EH
Black Timber Dirt Works LLC
Bryan Daugherty, REHS 11/13/19
61
Bryan Daugherty <bryan.daugherty@pitkincounty.com>
Online Form Submittal: Septic (OWTS) Construction/Repair Permit Application
1 message
noreply@civicplus.com <noreply@civicplus.com>Mon, Sep 9, 2019 at 2:18 PM
To: schuyler.clay@pitkincounty.com, ehapps@pitkincounty.com
Septic (OWTS) Construction/Repair Permit Application
Job Parcel ID 2467-343-05-005
Physical Address 1591 Gateway RD.
System Type OWTS (Septic)
Type of Permit Existing System Repair Application
Residences 1
Repair Type Tank Only
No. of Bedrooms 3
Lot 3
Block 3
Filing 2
Subdivision Gateway of Snowmass Mesa
Is this a multi-family
structure?
No
Lot Size 1.1 ACRE
Living Area Square Footage 2131
(Section Break)
Uploads
Site Plan ILC.pdf
Building Floor Plans floor plan.jpg
System Design Old Septic permit.pdf
Additional Reports, etc.Septic Inspection.pdf
(Section Break)
Primary Contact Information
Primary Contact First Name Maureen
Primary Contact Last Name
(Or Company Name)
DaCosta
Primary Contact Email mdacosta@mac.com
Address
Primary Contact Address 1591 Gateway Rd.,
Primary Contact Phone
Number
512-803-3375
Primary Contact City Snowmass
Primary Contact State CO
Primary Contact Zip 81654
(Section Break)
Primary Contact Information (If other than Owner)
Primary Contact is Owner?Yes
Indicate Preferred Method of
Payment
Debit/Credit Card
Payment Contact Email for
Debit/Credit Payment
mdacosta@mac.com
(Section Break)
Designer Information
Primary Contact is Designer?Yes
(Section Break)
PLEASE READ BEFORE SELECTING SUBMIT:
By selecting SUBMIT, I certify that I am the owner or representative with the legal
authority to agree to the conditions of this permit, the above information is complete
and accurate, and that I have provided complete and accurate information in all of
the documents included in my application package. I acknowledge that this
department may revoke any permit I am issued if my application is found to contain
any inaccurate, false, or misleading information.
Building Permit Instructions
If this application is part of a building permit application, please bring a copy of this
application to your building Pre-Submittal meeting. To get a copy, either enter your
email address to receive a copy of your application, or select "Submit and Print"
below.
Email not displaying correctly? View it in your browser.
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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.
ASPEN4PITKIN z,V67 5-
ENVIRO0PENTAL HEALTH DEPART*NT
INDIVIDUAL SEWAGE DISPOSAL PERMIT NO. O I G
TYPE OF PERMIT:
Initial Construction ( )Emergoney Use ( )Repair Work,(Pievious remit 1 0 MAltaration of an existing system,
or Installation /' previous Permit t .j
Use Permit as a result of Sala ( )other,
ISSUED TO: DATE OF ISSUE - GflliG Z, h93
owner. T/ a w e, l L Home Phone 27 - 3w /cEusiness Phone S A/!7e
Mailing n /
Agent sL Phone 4 Z % ' 3lorlys
Mailing
Address
Sewage Disposal System Work to be performed by B
o S/OGaJ%l'Jri Si
c i
This permit valid emir for premises location by the -following legal descriptions W f .5 f.}'L QC_f — J/ if v,= ;i -
LOTLVE Stir WATER SUPPLY Y%1%1%HN/_. AVERAGE MEDIATION RATE
This Individual Sewago Disposal Permit is granted with regard to the following %1302 57,, %N
mmaber oft Dodicans _L Lofts Garbage Disposals Dishwashers Clothes Washers
CALCULATED AVERAGE DAILY WASTE LOAD GALLONS. Z Lcivrl Ft NSlg J4TGl CJ-4 SR%
THE NATURE OF THE SYSTEM INCLUDED UNDER THIS PERMIT:.
S 07leaofTankorTreatmentUnits ,47%C 7-az,)4 Tank. Gapac(® 7/5-0 mGallonminimu_
thed of Anal Disposals
C, /' p' Absorption Area -- 7 ? S9uara Ee.-t Hinlmum -
userlption (Including brand nese, 1f any) of other equipment or appurtnaaceas L eCr CG,
Fay Pstse o -f ory a,//ilf li xTr lis Z Tr dr s r r wore% , / 9' Goi+g
thcr Conditions or Specifleat(onss
Lv!-1/ L Nsh r,a rcLose shyl7L e i-sT.//.1>.! !, 65yL-G,.sl, ,T
STAGES REQUIRING INSPECTION BY THE HEALTH DEPARTMENT:
Before Excavation ( )Upon completion of excavation and prior to plslement of gravel ( )ecfoce coveringsorptivabdistribution
systm
Prior to backfill of any component ( )Other. Specify,
Plans and specifications of the proposed sevage disposal system have boon reviewed and are considered satisractory. Permission
is hereby granted to the owner or his agent. to porforn the work indicated above in accordance with the Pitkin County Individual
Sewage Disposal Reuulations in effect on the date of issue. In addition to general provisions act forth on the reverse hereci,
this Permit is suhject to the following additional terns and eonditioost ..
APPROVED FOR ISSUE BY (title) [J
Tho ah,% a inaivldunl ze+,ago disposal system installed byhasbeenln:pected for use by a represcnt.,tive of the Aspen 1Vt an Lnva ronmruw Ilea t.. DePurmcnt. Tbu uvnur annwaa a 1
rvcponstb111ty in Ceae of failure or inad quacy of this aowage disposal ayxte.. Complete as -built drawing attached.
DATE OF FINAL INSPECTION
BY
130 South Galena Street
TITLE
Aspen, Colorado 81611 303/S20-6070
ASPEN+PITKIN
ENVIRISMENTAL HEALTH DEPAR ENT
q&7-,343 05- 605
o-Gra•)
APPLICATION FOR AN INDIVIDUAL SEWAGE DISPOSAL• PERMIT
Name of OWNER -I -// f/ZL ¢4 . PHONE %U% - 7j6 :52-6.
Address of OWNER
Name of APPLICANT J14 /1 PHONE
I ERMIT TO BE, ( )Picked Up
Description
Nailed tot . TYPE OF PERMIT, ( )Mev Installation ( )Repair
I )owner I )Applicant , - 1 )Emergency Use ( )Alteration NOT due to failure
Filing Zi Lot III acre•
fl,lbqle Family Dwelling I )Others Do you plan any further addition& to the
residence? ( )YES (4NO
of bedrooms I No. of Lofts—L_ No. of Garbage Disposals % Ho: of Automatic Dishwashers i
of AVtoHetie Clothes Washers
fR SUPPLYI ( )Private Well, Depth or ( !Public, Name of System e. FU :YYtb7
I )spring
I )Stream or Creek
INF RhUsepticTank/Absor ton J&,Id' I )Aeration Plant/Absorption Field I )Composting Toilet ( Iinclnonelon Toilet ( Noun
Recycling. potable use I )Recycling, other use I )Vault Privy I )Other
initial site inspection must be arianged with the Aspen/Pitkln'Environmental Health Department (925-2020, $230-92 30 •.m.) ore a permit can be issued. The individual sewage disposal permit must be issued before a building permit can be obtained.
UL INSPECTION APPROVAL MUST RE GIVEN BY THE ASPEN/PITRIH EHVIRoNmcHTAL HEALTH oepAltrmn PRIOR TO BACKFILLING ANY PORTIos
THE SYSTEM.
dication for an individual sewage disposal permit is hereby submitted. The undersigned acknowledges that the above information
true and that false Information will invali ate the a ication and any Subsequent Permit.
ri z
nature of Applicant11L
DATE ./ "41-e z 7
This application becomes. invalid 12 months from the above data.)
NOTE: PLOT PLAN must be filed with this application.
Please locate the following items by measured distances:
1. Property lines and dimensions.
2. Proposed and existing water wells on subject property and
adjacent property. -
1. Domestic water service lines.
Proposed and existing buildings, driveways, and other
structures.
5. Streams, lakes, ponds, irrigation ditches, and other water
courses.
6. Proposed and existing individual sewage systems on subject
property.
SUBMIT A REVISED PLOT PLAN PRIOR TO CONSTRUCTION IF INSTALLATION IS TO
BE CHANGED FROM ORIGINAL PLAN.
The undersigned hereby acknowledges receipt Ofp this individual sewage disposal permit ap Ucation and a a 1 he amour.
Z : of s Receipt Nuet mber I SY Date Fee Received is C Per I.. by
Administrative officer
130 South Galena Street Aspen, Colorado 81611 303/900-6070
0 i
Aspen / Pitkin Environmental Health Department
Contact Log Sheet
Name: /low UJ dt,4&.
Parcel ID#: -9q, 4- 3y 3 - ps'- 00Address: 4,6t 3
Date Person Spoken To Comments ! Action to be Taken Initials
Ll
TO Nancy Mackenzie
From: Tom Dunlop
Postmark: Jul 23,93
Subject: ISDS
0
MESSAGE DISPLAY
3:14 PM
Message:
Please call Wm. Howell ,9273656 in old Smass. Gateway Mesa. He has a
permit to install, but wants to reduce the size of his development
now. This may reduce the size of his leach field. It is the house at
the top of the subdivision next to Susan Murphy's. He was going to
install infiltrator. Permit application should be in Alpha file.
Thank you
i
d- 3
hiK
Nelsen Environmental & Wastewater Solutions, Ltd
E
May 21, 1993
W
Mr. William Howell
S 1591 Gateway Road
Snowmass, Colorado 81654
Subject: Soils Evaluation and Percolation Test for Individual
Sewage System Design for Lot 3, Block 3, Filing 2, Gateway to
Snowmass Mesa Subdivision, numbered as 1591 Gateway Road
Dear William,
As requested, Nelson Environmental and Wastewater Solutions, Ltd.,
performed a soils study and percolation testing for design of an
additional septic system for the proposed addition to the residence
at the subject site. This study was conducted in accordance with
Section 4-5 of Pitkin County Regulations On-site Sewage Disposal
Systems on Wednesday, May 12, 1993. The data obtained and our
recommendations are based on the proposed construction and
subsurface conditions encountered are presented in this report.
Proposed Construction:
The proposed -caretaker residence will have a single bedroom and
bathroom. We understand that you plan to incorporate the following
features into the construction project:
1) A 1.6 -gallon flush toilet for the caretaker unit.
2) A laundry facility for both the existing main residence
and the caretaker unit.
Site Conditions:
4
The site is a lot in the upper portion of Filing 2 of the Gateway
to Snowmass Mesa Subdivision. A multi -tiered residential structure
was constructed on the property in the late 1970's with a typical
on-site sewage system for the three-bedroom residence. An
inspection of the sewage disposal system site indicated that the
existing septic tank - absorption bed system is functioning as
designed.
The ground surface, which appears natural in the proposed area of
the additional absorption field, slopes rather steeply to the south
at about a 25% grade. There are several natural drainages in the
area, the most predominate one about 100 feet easterly of the
building envelope. The drainages were dry. Mancos shale outcrops
on the top of the hill above the residence and on the ridge to the
east of the site where the subdivision road ends in a cul-de-sac.
Subsurface Conditions:
A soil profile pit, within 50 feet of the proposed absorption area,
P.O. Box 6961 Snowmass Village, CO. 81615 Office (303) 923.3289 Home (303) 923.2766
tD
C7
William Howell
1591 Gateway Road
May 21, 1993
Page 2
was excavated when the original permit work was done in 1979. That
excavation revealed that no groundwater or bedrock was present
within eight feet of the surface of the ground.
The subsurface soil conditions were evaluated with the standard
percolation test procedures at the approximate location shown on
Figure 1. The test holes were excavated prior to our arrival at
the site. In general, the subsoil consisted of colluvium derived
from weathering and erosion of the hillside deposits. There was
only a very thin layer of organic topsoil. Below that a silty clay
with large amounts of shale fragments was encountered. The soils
were not well consolidated.
Percolation Testing:
Percolation testing was performed in the proposed absorption trench
area south of the building site, set by staking and string. This
testing was performed in two hand dug holes. The percolation holes
had been excavated earlier and pre-soaked the evening before and
the morning of our testing. A layer of gravel was placed in the
bottom of each test hole.
The results of the percolation testing are presented in Table I.
These results indicate the soils have a percolation rate of 5 to 10
minutes per inch and should be acceptable for a conventional
infiltration design for the additional on-site sewage system.
Limitations: This report has been prepared in accordance with
generally accepted practices in this area for use for sewage
disposal design purposes. The conclusions and recommendations
submitted in this report are based upon data obtained from oitr site
visits at the locations indicated on Figure 1. There is a
possibility that the nature and extent of variations in the
subsurface soils across the site may not be evident and may need
further evaluation if excavation reveals conditions different from
those described. This office should be advised of these situations
as soon as possible so reevaluation of our recommendations can be
done.
If you have questions or if we may be of further assistance, please
call the office.
Sincerely, ReviE
Obert F. Nelson a E
President
e
t 1
Nelson Environmental & MastewaW Solutions, Ltd •
E
W
S
TABLE I
PERCOLATION TEST RESULT FORM
Length
Hole Hole of Interval
Depth at
Start of
Depth
End
at Average
No. Denth(in ) (Minutes) Inches)
of
Inches)
Percolation
Rate(Min /Inch)
1 36 10 4 7/16 1/4
refill) 5 1 15/16 0
refill) 5 5 9/16 3 9/16
refill) 5 2 7/8 5/8
refill) 5 5 2 15/16
refill) 5 5 1/4 3 1/2
5 3 1/2 1 3/4
5 1 3/4 1/2
refill) 5 5 4
5 4 2 3/4
5 2 3/4 1 3/4 5
2 34 5 3 1/8 1 1/8
refill) 5 5 1/8 3 7/8
refill) 5 4 7/8 2 5/16
refill) 5 4 11/16 2 1/2
5 2 1/2 5/16
refill) 5 5 1j8 4
5 4 2 11/16
5 2 11/16 2
5 2 1 1/2 "10
Howell Property
1591 Gateway Road
Date of Percolation Test: 5/12/93
P.O. Box 6961 Snowmass Village, CO. 81615 Office (303) 923.3289 Home (303) 923.2766
FIGURE 1
William Howell Residence
1591 Gateway Road
Lot 3, Block 3, Filing 2, Gateway to Snowmass Mesa Subdivision
rc Sri vG
S FRUc--R. -`-S
L EXIST/11
zpnc
rAAJX:-
G
AN
EPA G -E
AP ,
N
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s
I STAKFD
I G r&rAKE
I UNir -
IPSSCA PE -D
P6 -
F
CBO Inc.
33 Four Wheel Drive Road
Carbondale, CO 81623
cell) 970-309-5259 office) 970-704-0484
carla.ostberg@gmail.com
June 22, 2019
Jerry Burk
jerrycburk@yahoo.com
Onsite Wastewater Treatment System (OWTS) Use Permit Inspection
1591 Gateway Road
Pitkin County, Colorado
Jerry,
As requested, CBO Inc. performed an Onsite W astewater Treatment System (OWTS) Use Permit
inspection at 1591 Gateway Road, Colorado on June 17, 2019. The legal description of the 1.1-acre
property is Lot 3, Block 3, Filing 2, Gateway of Snowmass Mesa.
The permit and record drawing were provided by Pitkin County Environmental Health Department (Parcel
ID #2467-343-05-005). The subject OWTS consists of one 1250-gallon, two-compartment fiberglass
septic tank. Effluent gravity flows to a 75-foot long pipe and gravel soil treatment area (STA) with the
front end 15-feet? (dimension difficult to read) wide and the end 27-feet wide. Individual Sewage
Disposal System Permit 80002 documents the system. The OWTS was sized to accommodate 4
bedrooms. The permit received final approval on November 12, 1980.
Clean outs were observed between the house and septic tank. These PVC pipes may have replaced
original cast iron pipes. The septic tank is located west of the residence, near the western property
boundary. Both manhole lids were accessible from grade at the time of the inspection. Inlet and outlet
tees were present. Levels in the septic tank appeared normal; however, the mid-tank baffle appeared to
be out of place. The fiberglass interior appears to have peeled off the top of the tank. This septic tank
is in disrepair and must be replaced. W e recommend verifying property boundaries prior to replacing
the septic tank to assure all setbacks are met.
The septic tank was pumped by B&R Septic at the time of our inspection.
Measurements on the record drawing do not appear to be consistent with current OWTS component
locations. The location of the STA is unknown. There is a clearing down gradient of the septic tank. It is
not very wide but is consistent with the location noted on the record drawing. We walked this
approximate area and found no evidence of surface saturation or failure at the time of our inspection.
We recommend using a camera to locate the beginning of the STA to better understand the location and
to better assess the current condition of the STA. This evaluation is not a guarantee of future system
performance. This inspection is good for one year.
Required Repairs;
• Replace septic tank.
Recommendations:
• Verify property boundaries prior to replacing septic tank.
• Camera sewer line to STA to verify location and better assess condition of system.
A completed OWTS Construction Permit Application (TANK ONLY) must be submitted to the Pitkin
County Environmental Health Department. Applications must be submitted to Pitkin County Environmental
Health Department electronically. The following is the link to the required OWTS Use Permit Application:
https://pitkincounty.com/FormCenter/Environmental-Health-18/Septic-OWTS-ConstructionRepair-Permit-
Ap-72
All questions regarding permit submission can be directed to Pitkin County Environmental Health
Department, 970-920-5070.
Disclaimer: This inspection is intended only as an evaluation of the present condition of the OWTS
based upon what was observed and the Licensed Inspector’s expertise in onsite wastewater technology.
The Inspector has not been retained to warrant or guarantee the proper functioning of the system for any
period of time in the future. Because of numerous factors which may affect the operation of an OWTS,
as well as the inability of the Inspector to supervise or monitor the use or maintenance of this OWTS, this
report shall not be construed as a warranty by the Inspector that the system will function properly for any
particular prospective buyer, and the Inspector disclaims any warranty, either expressed or implied,
arising from the inspection of the OWTS or this report. The evaluation does not ascertain the impact the
system is having on groundwater.
Please call with questions.
Sincerely,
Carla Ostberg, MPH, REHS
NAWT Certified Inspector
Certification # 11044ITC Exp. April 2020
Clean outs between house and septic tank. Multiple sewer lines exit the residence.
View of inside of septic tank
Outlet side of tank looking from outlet side of tank toward inlet side
Note top of tank is in disrepair
Fiberglass peeling from top of tank
Baffle out of place Outlet tee Baffle off-set
Top of tank View from inlet side toward outlet side, baffle pushed to side
View of septic tank lids
Fiberglass outside of tank view of outlet
Possible STA location
1591 Gatew ay Ro ad Legend
100 ft
N
➤➤
N
1,200
200.0
Legend
1:
WGS_1984_Web_Mercator_Auxiliary_Sphere
Feet0200.0100.00
Notes
Pitkin Maps & More
THIS MAP IS FOR INFORMATIONAL PURPOSES.
Pitkin County GIS makes no warranty or guarantee
concerning the completeness, accuracy, or reliability
of the content represented.
Map Created on 3:41 PM 06/22/19 at http://www.pitkinmapsandmore.com
State Highway
Road Centerline 4K
Primary Road
Secondary Road
Service Road
Address Number
Parcel Boundary
Condo
Subdivision
Rivers and Creeks
Continuous
Intermittent
River, Lake or Pond
Town Boundary
Federal Land Boundary
BLM
State of Colorado
USFS
t-4&*343-05• CbScr1I
PITKIN COUNTY HEALTH DEPARTMENT
Q
PERMIT NUMBER 80002
RECEIPT NUMBER 33a' 77
Owner i— tf*eastoEi—Wn= Phone No. 2ZS-Ps"(a wrr l7.5- s4
Owner's Mailing Address
Contractor L1= Phone No.
Address
System's Contractor's Name f=-s
Address
Legal Description Lj:ff :3 F-k:r-- :L2> FI L(nia rZ.
Lot Size Type of Building by Use X16 + GUCST N0dSCj?r J
Number of Bedrooms 2r';Type of Water Supply r
Owner's Signature ZDate- • %
PLOT PLAN: ATTACHED AS REQUIRED
aalfaaae!!a* a** a l a N N Y* a* a a a a a a 4 a%f*.** Mai*#ala*a e e*all a a s a s#Yf a* a a a a a e a As e i a a i f a a a a a a Y a Y a l a la
Type of Individual Sewage Disposal
Type of Soil or Soil Classification
Proximal Location of Bedrock A10- DE , CeM/A1E1 [.C%2ie %/IIAA) p
Proximal Location of Ground Water Table Ivor
aaaa a aaaaaaaaN a a a l a a a a a a a a a Y Is a a a a a a a*aala a a a aaaaa!a a a a Is a a a a a a as la aa!!l If a a a l a l+l as a Y aa a a as
Percolation Test Date
Minimum Recommended Absorption
Minimum Recommended Tank Size
Special Conditions of Issue:
Size
7-EM inutes Per Inch
533 M 4-ek
NOTICE
When properly signed for Issuance, this application
becemas your permit. Application valid one year from
date. If an individual sewage disposal permit Is Issued
for property on which no building permit has been
issued, the individual sewage disposal permit shall
expire 170 days after Its )nuance If construction has
not been commenced. Any change in plans or apecl-
fications after the permit has been Issued invalidates
the permit, unless approval is secured from the Health
Officer for such changes.
Approved for Issuance By YL u ` Ca44'`4. -Date -el —.2 9/ PC/
l Is Is l a a a l a a a a a l a a l a a l a a aat a a a Raa as as a *a a as as aaallaaaaaIsa a!! al a l a a a l a a!! a! a!!!llliY l as
14PAAL IN$PE /TION PPR VAL Date —/,
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PAR
K
I
N
G
ENCLOSED
LP TANK
OLD SOLAR
PANELS
FLAGSTONE
PATIO
COVERED
SPA
WOOD
DECK
SEPTIC
AREA
OLD BARBED WIRE FENCE FOUND NO. REBAR
G
A
T
E
W
A
Y
R
O
A
D
60'
R
I
G
H
T
-
O
F
-
W
A
Y
MAILBOX
YARD
HYDRANT
ON
E
-
L
E
V
E
L
MU
L
T
I
-
T
I
E
R
E
D
FR
A
M
E
H
O
U
S
E
1591 GATE
W
A
Y
ROAD
LOT 3
1.10± ACRES
7.5' UTILITY EASEMENT
PLAT BOOK 4 PAGE 90
(ENTIRE PERIMETER)
LOT 2
LOT 4
LOT 3, BLOCK 3 - GATEWAY OF SNOWMASS MESA SUBDIVISION - SECOND FILING
PLAT BOOK 4 PAGE 90
TRACT 81, SECTION 34, TOWNSHIP 8 SOUTH, RANGE 86 WEST OF THE 6TH PM
COUNTY OF PITKIN, STATE OF COLORADO
IMPROVEMENT LOCATION CERTIFICATE
TRUE NORTH COLORADO LLC.
A LAND SURVEYING AND MAPPING COMPANY
PO BOX 614 - 529 S. WILD HORSE DRIVE
NEW CASTLE, COLORADO 81647
(970) 984-0474
www.truenorthcolorado.com
PROJECT NO: 2019-187
DATE: MAY 20, 2019
DRAWN
RPK
SURVEYED
RPK
SHEET
1 OF 1
TRUENORTH
A LAND SURVEYING AND MAPPING COMPANY
20'
10'40'
SCALE: 1" = 20'
N
0
IMPROVEMENT LOCATION CERTIFICATE
I HEREBY STATE THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED BY TRUE NORTH COLORADO, LLC FOR JERRY & GENE
BURK THAT IT IS NOT A LAND SURVEY PLAT OR AN IMPROVEMENT SURVEY PLAT, AND THAT IT IS NOT TO BE RELIED UPON FOR THE
ESTABLISHMENT OF FENCE, BUILDING, OR OTHER FUTURE IMPROVEMENT LINES.
I FURTHER STATE THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE OF MAY 15, 2019. EXCEPT UTILITY
CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS
UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO
APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED.
RODNEY P. KISER
LICENSED PROFESSIONAL LAND SURVEYOR
COLORADO REGISTRATION NO. 38215