HomeMy WebLinkAboutpitkin.eh.272909200028 (2001)Permit # 01026
Pitkin County Environmental Health Department
Permit for an Individual Sewage Disposal System
130 S. Galena St., Aspen, Colorado 81611
Phone 970-920-5070 / FAX 970-920-5074
Parcel ID # 2729-092-00-L187-
Type of permit New( x ) Repair( ) Addition to House( )
Name of Owner Tim Blocker
Street Address 0075 Mountain Lion Drive
Property legal description
Size of lot 23 acres
Water source Private
# of bedrooms in house
Total square footage of the house 3370 sq ft
# of offices, lofts & similar sized rooms in house
Caretaker unit 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) 3 bedrooms – workshop NOT to be used as a bedroom.
Permit information
Designed by McLaughlin Engineering – Dean Derosier
Mailing Address 111 P AABC, Aspen, CO 81611
Perc rate 20 Profile hole depth 8 ft Depth to groundwater or bedrock
Greater than 8 ft
Minimum Septic tank capacity 1312 gallons Minimum Absorption area 657 sq ft
t.
:z., omments�`
Septic permit approved per compliance with the engineer design and specifications dated May 1, 2000. Any
changes must be approved by this department and the design engineer rior to them being made.
Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin
County ISDS regulations. Although the calculations call for a 104 foot separation from the field to the well, the
engineer has stated that there will be no risk of contamination reducing the setback to 100 feet.
The system design calls for one 1500 gallon tank with a biotube filter on the outlet. There will be serial distribution.
The bed will consist of 9 rows of 5 gravelless chamber 1 YC w & � u"� L/,?-&� `cX' r.-;.. units for a total of -45 units. There must be 1 -foot -of
undisturbed soil between each row.
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.
Permit approved by: —! g � VA 1�1 dDLL Date:
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 drawin s myst be included with this permit before the final approval will be issued.
Installer:]
Final inspection approval: t .�irf �: �� pj�A Date:
MCLAUGHLIN WATER ENGINEERS, ltd.
111 P AABC ASPEN, COLORADO 81611
970-925-1920 970-925-1974 fax mweaspen@rof.net
MEMORANDUM
Date: May 31, 2002
To: Pitkin County Environmental Health, Carla Block
From: Dean Derosier; McLaughlin Water Engineers, Ltd.
RE: Blocker Septic System - Recommendation of Final Approval A-101.01
ECEH Permit # 01026
The system was designed and installed and placed into service in June of 2002.
MWE and GDD inspected the installation of the system and found it was
installed according to MWE's design and PCEH requirements. This letter is to
serve as the acceptance letter for MWE and recommendation to Pitkin County for
final acceptance of the system.
To my knowledge the system was installed according to MWE standards, the
system layout was modified slightly from the original design drawing. The bed
system was rotated 90 degree to work better with the site contours with 6"
between rows, all other design features were maintained. The actual system
consists of 1 - new 1,500 gallon and a 7 rows, (6 units in each row), bed
system with 42 total units. The bed system was installed using a infiltrator
gravelless chamber system and a OSI Filter was installed on the effluent line.
All setback limitations were meet.
Please call is you have any questions.
G. Dem a si , P.
Blocker/a1-101.01\gdd
phone 970-920-5438
fax 970-920-5077
0405 Castle Creek Rd, Aspen CO 81611
e-mail carlab@ci.aspen.co.us
Fax
To: Tim Blocker From: Carla Block
Fax: 923-2511 Pages: 2
Phone: Date: 5/14/01
Re: septic permit CC: Dean Derosier 925-1974
❑ Urgent 0 For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle
If you have any questions regarding this permit, please give me a call.
Thank you,
Carla
PITKIN COUNTY ENVIRONMENTAL HEALTH UE¢ARTMENT
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 (j. �1 �� ✓ 1,z 0 /�
Owner's Mailing Address 4k6 Z S- D w :.4-t.: �; C,_ 5'--1 d UJ t4� u 5 y
Business Phone: i , -3 - �� `l Home Phone: S.` w, i
Primary Contact Person (all communication regarding this permit will go through this person)
Name a f-• �L'� i
Company
Contact Mailing Address
Business Phone : Z_ � )CCell Phone: Fax: �' L � l
Parcel ID # (available from assessor's office
at 920-5160 or at www.aspen.com/assessor/)
Street address of property CFC, '1 `;-
Legal Description: Lot % �{
Size of lot: acres
Total square feet of house
,Filina Subdivision
Type of proposed structure: Size of bldg. envelope:
?ly ( # of bedrooms m house j
# of offices, lofts & similar sized rooms in house
Caretaker Unit: Attached ( ) Detached (
# of bedrooms in caretaker unit # of
Total area(sq. ft.) of caretaker unit
lofts and similar size rooms of caretaker unit
Permit is for: New Home ( 1>1; ) Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( )
Water: Private well ( `/�,) Spring ( ) Stream ( ) Community/Public Water System ( )
If community system: !Name of system
The fee for a ISDS application is $330 for a permit that takes 6 hours or less for the department to approve. If approval takes
longer than 6 hours, a rate of $55 per hour will be charged. The maximum fee is $1000. The basic fee of $330 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 Aspen/Pitkin 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 applliic artDate
Received by _ /(, Receipt # Date o�
G:\eh\isds\isdsapp\i
Pitkin County Environmental Health Department
Contact Log Sheet
Parcel ID#: Address: V\
Person Spoken To
Com ments / Action to be Taken
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House Size (sq. ft.) 2500 (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
(If the caretaker unit is ATTACHED, treat as if part of main house.)
Average Daily Waste Flow 600
State Review Required? no
Perc Rate (T)
Design Flow (Q) = # potential bedrooms X 2 people/ bedroom X gpd X 1.75
Q= 1050
Absorption Area (=Q/5 X SQRT pert rate)
A = 939.14855 sq. ft. of absorption area required
61 gravelless chamber units without reduction
# of Perc Holes Required: 3
1 in every soil type? Spaced uniformly over proposed area?
A maximum 30% reduction is allowed for use of deep gravel or gravelless chambered system,
only if the lot size and soil conditions are optimal.
If a reduction is being proposed, describe why lot size and soil conditions are optimal:
A = 657.40399 sq.ft. with reduction
42 gravelless chamber units with reduction
Type of system: []Absorption trenches []Absorption bed [] Gravelless chambers
[]Dry well []Seepage Pit []Other (type)
Minimum tank capacity 1312.5 gallons
SETBACK FROM WELL
# of feet = 104
SETBACK FROM POND, STREAM OR IRRIGATION DITCH
# of feet = 54
SETBACK FROM DRY GULCH
# of feet = 29
Printed on Recycled Paper
May 11 01 03:19p McLRUGHLIN WATER ENG 970-925-1974 p.1
Mcl-.AI"GtI.I_IN WA'ft:.R FNGINF.FRS, Itd.
I I I P "3C lhPfiN, C01,0RA DO R 16) 1
970-925-1920 970) `125-1974 lax mwc.uhen(ytmI_tict
MEMORANDUM
Date: May 11, 2001
To: Pitkin County Environmental Health, Carla Block
From: Dean Derosier; MCLAUGHLTN Water Engineers, Ltd.
RE_:_ Blocker Residence - Septic System Design - PCEH Comments
Carla:
The following note :hall be added to the design notes for the installation of
the Hlocker septic system.
Distance from existing wells. The new system will be 100 -feet from an
existing well.
Based on the geological conditions and evaluation of risk of contamination of
the well and surface water, it is not necessary to add 8 feet additional
distance for each 100 gallons per day of design flow over 1,000 gallons per
day as specified in the table to prevent contamination. That calculation
would require 109 -feet of separation. Z believe the 100 foot separation
between the proposed absorption area and the well is appropriate.
T hope these 'comments clear up the design and any other issues you may have.
i`rj'" �"
Please C�2' ith' oth uestions you may have.
G. nein-'' ^1'er,
gdd b I Or.\Al - 1
r.
MWEMCLAUGUMN WATER ENGINEERS, ltd.
111 P AABC ASPEN, COLORADO 81611
970-925-1920 970-925-1974 fax mweaspen@rof.net
MEMORANDUM
Date: April 30, 2001
To: Pitkin County Environmental Health
From: Dean Derosier; McLaughlin Water Engineers, Ltd.
RE: BLOCKER Residence - 0075 MOUNTAIN LION Drive - Septic System Design Notes
The following are my design notes for the Blocker Residence Septic System
design.
The proposed system is for a 3 bedroom new home. The site is a slightly
sloping lot and has a flat area for the leach field.
A - Main Home -
- 3 - BRMS Total
- Approx. 2,500 Square Feet of living area
- 100 gallon per day per person
- 20 minute per inch perc rates - Perc Test by GDD 4/24/01 attached
- Ground water depth unknown 150+ feet from surface
- Redstone area
Tank sizing - 3 - Bed Rooms requires1,500 galloons of sticagankTank = 1.25 X
Q). Install a 1,500 gallon do am
eredInstall a OSI 4" diameter Biotube in the new 1,500 gallon tank effluent line,
inside the tank. The housing is to be 36" high with a cartridge length of 28",
using SDR 35 PVC piping.
Flow = Q = 3 bed rooms x 2 per/br x 100 gal/day/per x 1.75 = 1,050 gallons
per day.
Area of Septic field required = A
A _ (Q\5) x square roots of the per rate (AVG) = 1,050/5 X SR(20)
A = 1,050 Square Feet
Infiltrators = 15.5 square feet = 61 infiltrators
30% reduction for infiltrators in a bed system = 657' = 42 infiltrators
Size of bed system is 42 units to provide capacity and even rows and to allow
the system to fit the site conditions. Bed System will have 7 Rows x 6 Units
= 42 Units (36' long X 24' wide), with 1' between each row in the bed system.
The bottom of the system is to be- 121.0.
The Tank will be installed in the flat area next to the home as shown on the
drawing. Tees will be installed on both the inffluent and effluent lines of
the tank, set on the inside of the tank. Set top of line from tee within 1"
of the roof of the tank and extend line downward 14" below center line of tee.
Fill tank with water prior to backfill to check for leaks and leave water in
tank for placing the system in service. Septic tanks will be a two -chambered
tanks. Install Biotube in Septic tank as described above.
Piping from the home to the septic tank will be 4" SDR 35 laid at a minimum of
lo, (max 45 -degree bends to be used). Insulate lines with less than 5 -foot of
cover or in uninsulated crawl spaces. All piping to be bedded in a minimum of
2" under and 6" over of 3/4" screened rock. Install vents at the end of each
row or trench in the disposal field.
The system will be installed as laid out on the drawing to fit the site,
setbacks, and other restrictions. Keep the excavation for the system flat,
bottom to be within 'A". Other changes may be required to meet contours and
site conditions with engineer's approval. Provide a maximum of 6' of cover
over the units, and a minimum of 21. Return slope of hillside to
preconstruction contours.
Adjustments to fit site contours, avoiding existing trees, and conditions may
be made per approval of the engineer and Architect. Elevations of the tank
and bed will be finalized in the field by the engineer. Installation and
operation will be approved by the engineers prior to final acceptance. System
must meet all PCEH and MWE standards.
No trees, driveways, parking lots, or irrigation systems will be installed on
top of the septic disposal field. Native grasses and shrubs that do not
require watering may be planted over the top of the field. Maintain minimum
setback backs, from property lines and other setbacks as noted on the drawing
to minimize digtuxbance and maintain maximum visual blocking with natural
vegetatifln.
See dr -a 'ng ,o 'ddetails and notes.
Der ~er,�`E
G
Al-IOd�gooee���\
McLAUGHLIN WATER ENGINEERS, ltd.
111 P AABC ASPEN, COLORADO 81611
970-925-1920 970-925-1974 fax mweaspen@rofnet
MEMORANDUM
Date: April 30, 2001
BY: Dean Derosier; McLaughlin Water Engineers, Ltd., P.E.
RE: Blocker - RESIDENCE
Property Address: 0075 Mountain Lion Drive
Legal Description:
Property Owner: Tim Blocker
P.O. Box 229
Aspen, Colorado 81612
Percolation Information:
Hole Depth: 42" to 48" Ground Water @: 150'
Sand\Gravel: No Depth to Water:150'
Presoak:Yes - 4/23/01 Fluccutations: no
Amt of Water: 5 gal Slope: 50
Bedrock @ : n\a Depth to Rock: unknown
Type: Sandstone Fractured: yes
Percolation Tests: Date and Time:4\24\01 11:00 am
Hole # 1 2
3
Depth
42"
48"
48"
Presoak
No
No
No
Remaining
Time
10min
10min
10min
Interval
2hr
2hr
2hr
Length
Percolation
35mpi
19mpi
lompi
Rate
DESIGN PERCOLATION RATE: 20 MINUTES PER INCH (AVG)
Soil Profile Hole: 0-3" top soil - 3" to 8' Red fractured soils with cobbles
3/4" to 18", intermixed along with fine red sandy soils and clayey silts.
NAME: G Dean Dw( sier,P.E.
COMPANY:McLauahlin Water Engineers, Ltd.
SIGNATURE71-
ADDRESS. 1:,j .,$ AA� Asp 81611 970-925-1920
ys- NAl ENG. i `
05/11/01 FRI 11:11 FAX 970 923 2511 ASPEN CaMP 001
Form No. OFFICE OF THE tTE ENGINEER
GWS -25 COLORADO DNIN OF WATER RESOURCES
818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203
(3031 866-3581
LIC
APPLICANT
TIM BLOCKER
BOX 900
ASPEN CO 81612-
(970) 923-2911
PERMIT -r0 -CONSTRUCT A WELL
WELL PERMIT NUMBER 2IL3321 -
DIV. 5 CNTY. 49 WD 38 DES. BASIN MD
LOS: block: rmng: subdiv:
APPROVED WELL LOCATION
PITKIN COUNTY
NE 1/4 NW 1/4 Section 9
Twp 10S RANGE 88 W 6th P.M.
DISTANCES FROM SECTION LINES
500 Ft. from North Section Line
2450 Ft. from West Section Line
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
CONDITIONS OF APPROVAL
1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of the
permit does not assure the applicant that no injury will occur to another vested water right or preclude another
owner of a vested water right from seeking relief in a civil court action.
2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless
approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump
Installation Contractors in accordance with Rule 18.
3) Approved pursuant to CRS 37-92-602(3)(b)(II)(A) as the only well on a residential site of 2.13 acres described as
that portion of the NE 1/d, NW 1/d, Sec. 9, Twp. 10 South, Rng. 88 West, 6th P.M., Pitkin County, more particularly
described on the attached exhibit A.
4) The use of ground water from this well is limited to ordinary household purposes inside a single family dwelling.
The ground water shall not be used for irrigation or other purposes.
5) The maximum pumping rate shall not exceed 15 GPM.
6) The return flow from the use of this well must be through an individual waste water disposal system of the
non -evaporative type where the water is returned to the same stream system in which the well is located.
7) This well shall be constructed not more than 200 feet from the location specified on this permit.
V- –VA., '—" �
APPROVED
Receipt No. 0425619�eEng`reB1 DATE ISSUED OCT 2 1 199$ EXPIRATION DATE OCT 2 1 2000
ORDERED BY: (SAMPLE MAY NOT BE TESTED 1F ALL INFORMATION IS NOT PROVIDED)
FEE STAMF PHONE
LAB 106 (07/97,
000127
DATE TIME BY
COLLECTED � ® PM '-
❑ AM
RECEIVED ❑ PM
RESULTS: SEE REVERSE FOR EXP ON
TOTAL COLIFORM ❑ PRESENT ABSENT
t
MOST PROBABLE NO.
COLIFORW100ML
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TEST ORDERED STD SACT ❑OTHER I ANALYST __
LABORATORY 8 RADIATION SERVICES
USMAL
WATER
1
8100 LOWRY BOULEVARC
DENVER, CO 80230-692F
PO BOX 17123
DENVER, CO 80217
BACTERIOLOGY
SAMPLE INFORMATION: ❑ COMMUNITY
❑ NON -COMMUNITY PRIVATE
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ORDERED BY: (SAMPLE MAY NOT BE TESTED 1F ALL INFORMATION IS NOT PROVIDED)
FEE STAMF PHONE
LAB 106 (07/97,
000127
DATE TIME BY
COLLECTED � ® PM '-
❑ AM
RECEIVED ❑ PM
RESULTS: SEE REVERSE FOR EXP ON
TOTAL COLIFORM ❑ PRESENT ABSENT
t
MOST PROBABLE NO.
COLIFORW100ML
<71(00
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CITY, STATE /ZIF Ej DENVER 1, URANGO GRD. JCT H
TEST ORDERED STD SACT ❑OTHER I ANALYST __
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II7""' 11111 111111 111111111111111111111111 11 All 111111 -
06/04/1998 03:13P RESOLUTI DAV14 SILVI
1 of g R 0.00 0 0.00 N 0.00 PITKIN COUNTY CO
RESOLUTION OF THE BOARD OF COUNTY COIVIIVIISSIONERS OF PITKLN COUNTY,
COLORADO, GRANTING 1041 HAZARD REVIEW AND CONCEPTUAL SUB;VIISSION
APPROVAL TO ROGER L. BERRY
Resolution No. 984?
Roger L. Berry (hereafter "Applicant") has applied to the Pitkin County Board of County
Commissioners (hereafter "Board") for 1041 Hazard Review approval to establish a building
envelope for the construction of a single-family residence.
2. The property is located north of Redstone off of Dorias Way, and is more specifically described in
the attached Exhibit A.
The property is zoned AFR-2 and contains approximately 2.13 acres.
4. This application was reviewed by the Planning and Zoning Commission (hereafter "Commission")
at a regular meeting on February 17, 1998, and a unanimous recommendation of approval was
forwarded to the Board.
5. The Board heard this application at its regularly scheduled meeting of May 13, 1998, at which time
evidence and testimony were presented with respect to this application. •
6. The Board finds that this application proposes development in the best possible location, given the
hazards identified on the property and the location of the existing residence.
NOW THEREFORE BE IT RESOLVED by the Pitkin County Board of County Commissioners
that it does hereby grant approval to the Berry 1041 Hazard Review and Conceptual Submission, subject to
the following conditions:
The Applicant shall adhere to all material representations made in the application and in the
public meetings.
2. Prior to building permit application, the Applicant shall record a 24 x 36 inch mvlar 1041 Hazard
Review Site Plan which meets the approval of the Community Development Department and
County Attorney. The site plan shall include the following 1041 Hazard Review Warning and
Disclaimer:
"The applicant aclarowledges that he/she has been informed by Pitkin County of the existence of
1041 Environmental Hazard areas that might affect the property, any improvements and the use
and occupancy thereof. "
The site plan shall also be submitted in a digital format for integration into the County Geographic
Information System (GIS), prior to the issuance of a building permit.
Outside illumination shall comply with County lighting standards in effect at the time of building
permit issuance.
Resolution No. 98-
e 417744
Pa�e2 06/04/1998 03:11P RESOLUTI DAVIS SILVI
2 of 3 R 0.00 D 0.00 N 0.00 PITKIN COUNTY CO
4. The Applicant shall comply with the following wildlife mitigation measures:
a. The homesite shall be as far down on the lot as possible.
Fencing is discouraged. If fencing is constructed, it shall be a maximum height of 42", 4
strands or less with a 12" kickspace between the top 2 strands. Any rail fencing shall be the
round type, 42", 3 -rail or less with at least 18" between 2 of the rails.
C. All garbage shall be kept within bear -proof garbage containers. Pet food shall not be
kept outdoors.
d. If horses are temporarily kept on the property, all haystacks shall be fenced with 8 -foot
mesh fencing to prevent game damage. The Division of Wildlife has stated that the site is
too small for horses.
e. Native vegetation shall not be disturbed outside the building envelope, except as required
for the implementation wildfire mitigation measures.
f. There shall be a limit of one dog on the property. If a dog is to reside on the property, a
kennel shall be constructed prior to the issuance of a Certificate of Occupancy.
Wildfire mitigation shall be as follows:
a. All vegetation shall be removed within 10 feet of proposed structures. This "defensible
space" area shall be maintained in mowed grass or non-flammable material, such as
decorative rock or gravel. Woody vegetation such as trees and shrubs are prohibited in this
area.
b. Standing dead aspen trees shall be removed within 30 feet of all structures.
All deadfall trees shall be removed for a distance of 100 feet around all structures.
d. Spacing between clumps of brush and vegetation within the 30 foot perimeter shall be a
minimum of two times the height of the fuel. Maximum diameter of the clumps shall be
two times the height of the fuel. All measurements shall be from the edges of the crowns
of the fuel.
e. All branches from trees within the stated perimeter shall be pruned to a height of 10 feet
above the ground. Shrub clumps that remain shall have the lower limbs trimmed up to half
the total height of the shrubs.
Tree crown separation within the perimeters shall have a minimum of 10 feet between the
edges of the crowns. This does not apply to mature stands of Aspen trees where the above
recommendation for removal of ladder fuels have been complied with.
g. All branches which extend over the roof eaves shall be trimmed and all branches within 15
feet of the chimneys shall be removed.
- 1111!11 IIIII 111111111111 II II'�� 111111 III IIIII IIII I __,' : ��
Resolution No. 98-5 417744 06/04/1998 03:11P RtSOLUTI DAVISIIII
Page 3 of S R 0.00 D 0.00 N 0.00 PITKIN COUNTY CO
h. Roofs and gutters shall be kept clear of debris.
i. Yards shall be kept clear of all litter, slash, and flammable debris.
j. Firewood shall be stacked on a parallel contour a minimum of 15 feet away from any
structure.
k. At least one ten pound approved ABC class fire extinguisher shall be placed in a
visible and accessible location for each structure.
Fences shall be kept clear of brush and debris.
in. Wood fences shall not be connected to the structure.
n. Fuel tanks shall be installed underground with an approved container.
o. Roof construction shall be Class A, non-combustible material, with no flat roofs.
P. All vents shall be screened with corrosive resistant wire mesh of one quarter inch
(1/4") maximum.
Addresses shall be clearly marked and visible with minimum 2" letters.
r. Maintenance of the "defensible space" shall be required in order to retain it's value as
wildfire mitigation. Oak and serviceberry tend to sprout vigorously after cutting, so it will
be necessary to trim back vegetation every year or two.
S. Any additional buildings shall incorporate wildfire mitigation measures.
6. Prior to issuance of a septic permit, the Applicant shall provide documentation of an adequate
domestic water supply. Quantity and quality of said supply shall meet the approval of the
Environmental Health Department.
The septic system designed for the site shall meet the approval of the Environmental Health
Department. The Applicant shall obtain a septic permit, prior to building permit submittal.
8. The Applicant shall obtain a fireplace/woodstove permit from Environmental Health Department,
prior to the issuance of a building permit.
9. The disturbed areas within the building site shall be revegetated with native grasses to limit water
consumption and additional runoff, immediately following project completion.
10. All development included grading, septic system, well, and landscaping shall occur within the
building envelope, except for the construction of the access driveway.
11. All utility extensions shall be buried in the access driveway.
R �`1111111 IIIII Iillli 111111 IC :1111 HIM 111111111111 IN �
Resolution No. 98- 417744 06/04/1998 03:11P RESOLUTI DAVIS SILVI
Page 4 of S R 0.00 D 0.00 N 0.00 PITKIN COUNTY CO
12. If required by the Carbondale Fire Protection District, the Applicant shall install and maintain a
water storage tank, the size and location to be approved by the District with an approve and
accessible fire district connection, for fire -fighting purposes.
13. Prior to June 1, 1998, the Applicant shall form and/or join a Road Improvements District or
Association. The Applicant shall contribute 25% of the current estimate of road improvements
required by the Carbondale Fire Protection District and the County Engineer. The required road
improvements shall be completed, prior to June 15, 1998.
14. Prior to the Board of County Commissioners review, the applicant shall submit documentation
clarifying the location of the "small by significant" drainage identified by the Colorado Geological
Survey.
NOTICE OF PUBLIC HEARING PUBLISHED IN THE ASPEN TVVIES ON THE 7TH DAY OF
MARCH, 1998.
APPROVED AND ADOPTED ON THE 13TH DAY OF MAY, 1998.
Ves�,eZ Q 7-,,- Nonce 111vei /n1 i>lE- oar/ 7 3 /493
A
M
Jeahette Jones
Deity Clerk and
APPROVED AS TO FORIM:
John Ely, '
CountyAte, ,
Case #P48-97
PID #2729-082-00-014
BOARD OF COUNTY CONLMISSIONERS
OF PITKIN COUNTY, COLORADO
Dorothea Farris
Chair
Date: 3— y'yr__
APPROVED AS TO CONTENT:
Cindy Houben,
Community Development Director
ASPEN/PITKIN ENVIRONMENTAL HEALTH DEPARTMENT
ISDS DESIGN CALCULATIONS
Owner's Name 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
(If the caretaker unit is ATTACHED, treat as if part of main house.)
Average Daily Waste Flow 600
State Review Required? no
Perc Rate (T)
Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.75
Q= 1050
Absorption Area (=Q/5 X SQRT perc rate)
A = 939.14855 sq. ft. of absorption area required
61 gravelless chamber units without reduction
# of Perc Holes Required: 3
1 in every soil type? Spaced uniformly over proposed area?
A maximum: -,50%,
only if the lot size and soil conditions are optimal.
If a reduction is being proposed, describe why lot size and soil conditions are optimal:
A = 657.40399 sq.ft. with reduction
42 graveness chamber units with reduction
Type of system: []Absorption trenches []Absorption bed [] Gravelless chambers
[]Dry well []Seepage Pit []Other (type)
Minimum tank capacity 1312.5 gallons
SETBACK FROM WELL
# of feet = 104
SETBACK FROM POND, STREAM OR IRRIGATION DITCH
# of feet = 54
SETBACK FROM DRY GULCH
# of feet = 29
Printed on Recycled Paper
it
R'
BERRY
. LEGAL DESCRIPTION
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A TRACT OF LAND SITUATED IN 1F4E NORTHEAST ONE-OUAwTFR NORTHWEST ONE-
4,,TARTER (NE 1 /4NW I /4) OF SECTION 9, TOWNSHIP !0 SOUTH. RANOE 88 WEST OF THE
SIXTH PRINCIPAL MERIDIAN. LYING W(STERt.Y OFvHE EASTER! Y LINE OF SAID
"oRTHEAST ONE-OUARTER NOP.THWEST 414F -QUARTER)' NEI /4NNI /4) . SAID TRACT
$TING DESCRIBED AS FOLLOWS:
r -r
BEGINNING AT A POINT ON THF EASTERLY L ► NF OF SAID NORTHEAST ONS .. GUAR lice
NORTHWEST ONE-QUARTER (NEI/4NW1/4), WHENCE SOUTHEAST rORNER OF SAID
N?.RTHEAST ONE-OUARTER NORTHWEST ONE-OUARTER (NEI/4KNFi/4) BEARS: SQVET
TH
00.05'00' WEST. 530.30 FEET: THENCE NORTH 49'45'00' WEST. 444.02 FF TO A POINT 4N
THE EASTERLY LINE OF A ROAD EASEMENT: THENCE NORTH :31' 04 ' 15' EAST. 169 Sia BEET
ALONG THE EASTIERLY LINE OF SAID ROAD EASEMENT; THEME NORTH 87" 12' 57' EA5 Y ,
250 97 FEET TO A POINT ON THF EASTERLY LINE OF SAID NORTHEAST ONE-OUARTER
NORTMIEST 0� -QUARTER (NE 1/4N* 1 /4) : THENCE SOUTH 00' 05'00* WEST. 444,63 FEET
ALONG THE EA$VERLY LINE Of SAND NORTHEAST 1ONE QUARTER NORTHWEST 4NF--
OUARTER (W-1/401/4) TO TNID 0
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COUNTY Of P I TKIN.
.
STATE OF COLORADO.
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RVtYOR' S
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CERTIFICATE
I. SYDNEY LINCICOME. DO HEREBY CERTIFY THAT I AU A REGISTEREr
,„AID AVEYOR UNDER THE'LAWS Of THE STATE OF COLORADO. THAT
7 S. 81 TE PLAIT IS A TRUE, COU T AND COMPLETE PLAT OF A
104: Her RD REVIEW AS SHOWN �+E OSI. THAT PROPERTY�DELAN RED
uA >F AN ACCURATE SURVEY 0 THE REAL _ _ _ $_ _
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SER IAL D ISTR IBUT ION a1 I
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ROWS - 4" SCH 40 PVC
NORTH END. INSTALL VENT
ON EVRY OTHER ROW,
NEW 1,500 GALLON
SEPTIC TANK W/BIOTUBE
IE PIPE INTO TANK
122.0, ENG TO FIELD
VERIFY fE OF TANK
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45 UNTI5 TOTAL SET ROWS
I' APART, BOTTOM OF BED
120.0. CONNECT EACH ROWQS
WITH 4" PVC D15TRIBUTION LIN4
'
(32 ' W IDE X 30 ' LONG)
'mss
SEE DESIGN NOTES FOR MORE INFORMATION e
REGARDING THE SYSTEM DESIGN, MATERIALS
AND OTHER INFORMATION. /
INSTALL SYSTEM PER PITKIN COUNTY
2001 REGULATIONS AND MWE STANDARDS
REROUTE ACCESS ROAD AROUND NEW SEPTIC /
SYSTEM. DRIVEWAYS AND PARKING AREAS e
ARE NOT ALLOWED TO BE INSTALLED OVERTOP /
OF SEPTIC SYSTEMS, e
MAPPING PROVIDED BY LINES IN SPACE
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FROM ROW DISTRIBUTION LINE
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DISTRIBUTION /'
4CH ROW ON
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SOUTH END 4" SERIAL DI5TRIBUTION
R., 13� e
� �_ •-�. � AND VENTS
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ROW OF INFILTRATORS
OFF 4" DISTRIBUTION LINE
e
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d `' , 126
124 e
122 e
120 / INSTALL VENT AT INSTALL VENT AT
e END OF EVERY OTHER ROW END OF EVERY OTHER ROW
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110 e /
\ � <EXISTING GROUND
fl6 /
fEXISTING GROUND BACKFILL - 60MINUS MAX.
114/" EXISTING GROUND
e - rE1'
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INFILTRATOR
INFILTRATOR
MATERIAL NO LARGER THAN
1" IN DIAMETER WITHIN 6 " OF
INFILTRATOR
4" SDR 35 PVC PIPING FROM TANK
TO BED SYSTEM, SERIAL DISTRIBUTION
FROM END OF EACH ROW TO NEXT ROW
SCH 40 PVC - TYPICAL NORTH END
-30 -FOOT INFILTRATOR
R (BOTTOM OF BED
ROWS- 5 UNITS IN EACH - 45 TOTAL
ROW. IE TO BE FIELD DETERMEINED SCH 40 PVC PIPING TQ EACH
�1 MINIMUM DEPTH IS 2 -FOOT TO BOTTOM OF INFILTRATOR ROW WITH 4 TEE OFF
TRENCH, BED CONFIGURATION
4" MAIN DISTRIBUTION LINE .
TYPICAL SOUTH END ;.r��pp0ii��oo TIM AND BJ BLOCKER
IE TO BE FIELD DETERMINED BY ENGINEER
30 0 30 so
NEW HOUSE SEPTIC DESIGN
BED SYSTEM DETAIL — NTS
—
nen = 30 feet VIEW LOOKING AT NORTH END OF SYSTEM -sus, v�� SEPTIC SYSTEM
SSNSNOY6f 4. (n
Al � W
SITE PLAN 8c
PROJECT NUMBER I
DETAILS m
A1-100.01
---- - p
__�_.__„__,__—,___.. ___,_ _ 2420 Alcott Street, Denver, CO 80211
Ig 11 PH. ail 8.5550; Fax 303.480.9766
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- DESIGN: GOD YYYIII{{{ email mwe®mwewater.cem
DETAIL
REV CHECK: GDD 5/ rNUMB RG S S -
DATE: 5 01
DATE ND' REVISION BY