HomeMy WebLinkAboutpitkin.eh.273503200013 (2009)=W1
COU, NM
JNSITE WASTEWATER TREA', ANT SYSTEM (OWTS)
CONSTRUCTION PERMIT
0405 Castle Creek Road, Suite 10 - Aspen, CO - 81611
Phone: 970.920.5070 Fax: 970.920.5077
Permit #-
09015 :
Parcel ID #:
Permit Issued: ®NEW ❑REPAIR
❑REMODEL/ADDITION ❑TANK ONLY ❑FIELD ONLY ❑AMENDMENT
Owner(s): Roaring Fork Holdings, LLC — Doug Leibin er
Property Address: 101 Oak Ridge Drive
Legal Description: Lot 3, Oak Ridge Lots
Size of Lot: 5.01 Acres Detached Accessory Unit: ❑YES
Size of Building: 10,000 ®NO
Sq. Ft. Size of Accessory Unit:
E(5bedyroomsi
stem s designed for: 6 bedrooms Sq. Ft.
on current floor plant
Designed BY: All Service Septic, LLC
Project #: 1468 Dated: April 20, 2009
Phone #:970-618-5033
Mailing Address: PO Box 2844, Glenwood Springs, CO 81601
Fax #: 303-216-2796
Email Address: Taetz19comcast.n
Perc Rate: 19 mpi ft et
Profile Hole Depth: 8
Minimum Tank Capacity: 2250 gallons Depth to Groundwater or Bedrock: *4.5 ft fractured
Minimum Absorption Area: **1098 sq ft w/ 50% reduction
This OWTS Construction Permit is a Permit Conditions:
cited above. Changes must Permit
a approved on the condition of compliance with the engineer design as submitted with the application and the specifications
approved by this Department and the engineer prior to construction.
This system will consist of one 2000 gallon two-compartment tank followed by a 1000 gallon um
Two Advantex AX -20 units (**secondary treatment sizing applies) will be installed on the firstptank.
tank.
Effluent will be pumped to an automatic distributing valve and up to two gravelless chamber beds. E
bed will consist of 4 rows of 16 Quick 4 chambers for a total of 128 chambers. *Due to findingfractured
Each
bedrock at 4.5' in the original location of the soil evaluation, an additional 8 ed
excavated down gradient and adjacent to the proposed absorption field ttov profile
there hwill be 4ould e of
suitable soil under the absorption area. All Service Septic, LLC and this department must be notified of
the profile hole excavation and give approval prior to installation of the absorption area.
A geologic investigation, dated April 21, 2009, has been used to justify reducing the setback to 100 feet
from the field to the neighboring well.
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 system by qualified personnel, in
accordance with the manufacturer's recommendations and the requirements of the Pitkin County OWTS Regulation.
Y
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" drawin
must be submitted and approved by EH/NR before final approval of the system will be issued. g
Lo
Issued B i
Date: 5 lYj Expires: /
Installer. p
I' ' License #:
�* c� �i Rta tion Authorized by:
Final A oval Issued By: �j✓�
Date: / � p� �n
�5r )C� /1 ' �l 3 /_e 1.�trimed Date:
ca
REQUEST FOR REACTIVATION OF EXPIRED
Cr,_H/N:Rj OWTS CONSTRUCTION PERMIT
76 Service Center Rd • Aspen, CO • 81611
Phone: 970.920.5070 Fax: 970.920.5374
This form should be used for requesting reactivation of an expired ISDS or OWTS Construction Permit. If there have been any
significant changes or deviations from the information submitted and accepted by this Department with regard to the expired
permit, a new application and fee will be required. Permits issued under prior regulations may only be reactivated under
limited circumstances. When a new application is required, the system requirements must conform to the current OWTS
Regulation which can be found at http:llwww.aspenpitkin.com/`pdfs/"`d`eptsll2/0wtsreg.p .
Permit Number for Which Reactivation is Requested:
Parcel ID# (available from the Pitkin County Assessor's Office r� ,�, _ _ _
)70-920-5160 or at www.pitkinassessor.org):2 c)s
r.Xd111t11C: ftfr ff-trtrtt-ttrt-
Property Address:
Lot: Block: Filing: Subdivision:
Building Permit #:
Property Owner(s):Email Address:
1(Zs� i4 2�n 1t I�nbt 6� l c,
Owners Mailing Address: 'J `City, State, Zip: Ili I
Home Phone: Business Phone-
<-( - ( 9--� , X+S �_oZZ .
Primary Contact Person/Applicant (if of owner):
e.�s _2 .
Company:
ContaApplicant Mailing Address:
C:—> --ti--ti-
City, State, Zip:
est Z
Cell Phonp;
Business Phone:
Fax Number:Email
2 L
Address:
aLEASE READ BEFORE SIGNING:
certify that the above information is complete and accurate. I acknowledge that EH/NR may revoke any permit I am
ssued if my application is found to contain any inaccurate, false, or misleading information. I understand that no
;onstruction may be undertaken on the ISDSIOWTS until the ISDSIOWTS Construction Permit is reactivated or a new
permit is issued.
Owner/Applicant Signature
-nR nrrirF I iqp nnii y
Date
Received by EH/NR Staff: Fee & Receipt #: Date:
❑ Reactivation Approved ❑ Reactivation Denied Date of Decision:
Permit #: Reason Denied:
Approved By: Denied By:
n�
n L. PO Box 2844
Glenwood Springs, CO 81602
ROD Ph
910.618-5033
Fax 303-216-2796
July 19, 2013
Nathan Kaegebein
Kaegebein Fine Homebuilding, LLC
natekae eg beingkfbomebuilding com
Installation Observations
101 Oak Ridge Drive
Pitkin County, Colorado
OWTS Construction Permit Number 09015
Doug,
2720 (*,L- r<�) - o 13
Project No. 1468
ALL SERVICE septic, LLC observed the installation of the onsite wastewater treatment system
(OWTS) on June 25, 2012 and July 2, 2013 for the subject property. Mountain Terrascape installed
the system.
The installation included a 2000 -gallon, two-compartment septic tank (recirculation tank) followed
by a 1000 -gallon septic tank (dosing tank). Both tanks were made by Valley Precast. Both the
recirculation pump and discharge pump were tested and were working properly. Two Advantex®
AX -20 panels are installed on top of the recirculation tank. The automatic distributing valve (ADV)
specified on the original design was not installed and instead the pump line connects to a level
manifold and distributes to two gravelless chamber beds. Each bed consists of 64 `Quick 4'
Infiltrator® chambers for a total of 128 chambers. Each bed is pressurized with 1.25" pipe
suspended under each row of chambers.
Valley Precast personnel did start-up on the pumps and Advantex® system. It was noted that water
was coming into the tank where the inlet pipe comes through the boot. This portion of the system
was tested by Mountain Terrascape personnel and they reported no leakage. Valley Precast holds a
3 -year maintenance contract with the owner for this system.
The OWTS was generally installed according to specifications. This observation is not a guarantee
of workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if
changes are made to the OWTS in the future. Any additional OWTS construction must be according
to the county regulations.
LIMITS:
Observations are limited to components that are visible at the time of the inspection. The installer
must have documented and demonstrated knowledge of the requirements and regulations of the
county in which they are working. The quality of the installation is dependent of the expertise of the
installer, soil type, and weather conditions.
X01
Please call with questions.
Sincerely,
ALL SERVICE septic, LLC
00A (0 D h
Carla Ostberg, MPH, REHS
Reviewed By:
Richard H. Pe
Early tank installation (June 22, 2012)
View of tanks and pods
Inlet tee on 1st tank
Control panel located next to pods
V7
Inlet tee on 2
tank (July 19, 2013 photos by Mountain Terrascape)
Re -vegetated field area below drive (July 2, 2013)
0O
m
C/) C/)
Zmm
C
D
U)
m
D
m
�7
m
m
z
M �
C)
O
;o Cf)
O �
om
z
G)
v
ry 0
O z
w0
4
C;
N r
_gym
1 �
i
I
T(7�A
>Mm -u
m
Z*n
� O � N
-i 72�
h mx
g
oma_ i
0 D��
20
r co
m �omm
u 3
Z � mm
n3 m vi
A V) o
� n
T T
2
."0 K
D CO
-4m
mo�DmN o�m
: :Tom
�C�02 Om
rn
m D Z.0 m 2
=mrn 9-
IX 0
02- 5w?v
zcmmm.
-Z Z, - A r
xmmp-im
zmST-
m�
2 mnm(n
3 mo-4�z
0 m C)
o Zcn�
N
z
n
2
C:
3
v
r
Z
m
yy-0
DO Z�Z7,zo
X AD
T m
No ormr
oz
< m m -i
m '0O
< C Q
c oK
6z
m
z
Z 71 z
T m
C:
m
='F► w
i
410 s`
°�, �, w`F,3 � r � 1 ' �' �V^� c 1i:r< P �i �E+ )i. Imo♦ S yF'
t��`,ti, •+e �•, �1„� 1> FS,• ,: �t� `M1 � � "� ,s � t� �, is. *s �t: r,� •v- tt '''+'�,wa, h:"},'�,
ill N
po
''�-IR►' >� �t�j' ��� �a � F e' 4 ' 1 n y - � t�,r
'�_.� �" �� ,� � �r \ �'i „;I s � •- by r`"�=
• � � ,-c i� t ,� % sit � �r ,�,m���y�,
e
1 f w
101
LCt LL
f.
LIM
1 `
k
e�NAc-
WA
7
c � I v����
AAI_ 'v `Al .` a,
\R♦ s;,kv.
r�: , ��, K � i SF �} , `�� °�i .�'•R'`�I„ t*�f#• .. . �j �, ��,�a� A' t5 � t�' � e �-i♦•�3'�
�i� Fg° •rMkR. r�F �� t`i�l'"�•`�,R��, �� � ,"`.lie-�+' 'S, "' " � `� ��`4 . � r ��4 i+'�' � �a
g
'�' 3 �I. 'v:., ,_II- •°,'v3• .1.� �`.}`,t f.Sx.. �' t "�iII i'i'i li a��{ '�`�• a'ti +3p �'4���y
INV v• I4j
y °' �' „.�r�a .yP �y 'F,s ~� �1 � ��� {,`� �t1�t; ,t•,s>�jj 1 `� ��.. i .mss. Y.A.1.ph-K;^:+.
O ONSITE WASTEWATER TREATMI_,!T SYSTEM (OWTS)
EH/NkA CONSTRUCTION PERMIT APPLICATION
0405 Castle Creek Road, Suite 10 • Aspen, CO • 81611
Phone: 970.920.5070 Fax: 970.920.5077
Parcel ID# (available from the Pitkin County Assessor's Office
970-920-5160 or at www.pitkinassessor.orq):
'7 S O
� /
Purpose of Permit: ❑
[�QE�V ❑REPAIR DUE TO FAILURE ❑REMODEL/ADDITION ❑TANK ONLY FIELD ONLY
C of System Repair or Remodel/Addition (approximate):
City, State, Zip:
C c v�-� s
C1C)Z"
2 2,( -
Property Address:
roe 106E
_ 1 z coo l
�i -/I s.' s 3
Lot: Block: Filing:
SLfbdivi " n:
L `
Property Owner(s)*:_ Email Address:
Owner's ailing Address: City, State, Zip:
Z `Z
Home Phon : -/ Business Phone:
--Q � i t�l 4 ciC1 r @r
*Contact information mdst be provided for the owner signing this apblication
Primary Contact Pers A licant(knot wner):
Co pan
_
ontact/ pplicant Mailing Address:
s C 21c %Z () ,
City, State, Zip:
C c v�-� s
Ccs 01G
Cell Phone:
i� ZZ
Business Phon
%
Fax Number: / 1/
Z.
Email Address:
� Lle;
�r.
0 e i� i, -c
Building Pen -nit # (if applicable):
Lot Size (in acres):
Size of Building (square feet): /_, Number of Potential Bedrooms: // __
v S< �. V
Detached Accessory Unit? YES QtQ6 Size of Accessory Unit (square feet):
Number of Potential Bedrooms In or Fixture List for the Accessory Unit:
Water Source:
❑ PRIVATE WELL ❑ SURFACE WATER ❑ SPRING I ❑ COMMUNITY/PUBLIC WATER SYSTEM
Name of Community/Public Water System (if applicable):
WAurr's;I
Engineering Firm: Job Number: Phone Number: _ Fax umber:
PLEASE READ BEFORE SIGNING:
I certify that 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 EH/NR may revoke any permit I am issued if my application is found to contain any
inaccurate, false, or misleading information. I understand that no construction may be undertaken on an OWTS until an OWTS Construction Permit
is issued.
c/L,Ll
ISDS DESIGN CALCULATIONS - for Pitkin
" Parcel ID #
Owner's Name
House Size (sq. ft.) erns' (75 gpd or 100 gpd)
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 1200
State Review Required? no
Perc Rate' - -9 (T)
Design Flow (Q) _ # potential bedrooms X 2 people/bedroom X gpd X 1.5
Q= 1800
Minimum tank capacity 2250 gallons
Absorption Area (=Q/5 X SQRT perc rate)(1.4 loading factor)
A = 2,197 sq. ft. of absorption area required
Absorption Area (=Q/5 X SQRT perc rate) WITH SECONDARY TREATMENT (no loading factor)
A= 1,569 sq. ft. of absorption area required
Abs. Area w/ loading factor (B25) Trench Bed
Quick4 Trench
Quick4 Bed
Pipe and Gravel 1977.196561 2196.885068
200.3
222.6
Dosing 1757.508054 1757.508054
178.1
178.1
Chambers 1537.819547 1977.196561
1537.819547
155.8
111.3
200.3
155.8
Max Allowable 1098.442534
Secondary Treatment
Abs Area w/ out loading factor (B28) Trench Bed
Pipe and Gravel 1412.283258 1569.20362
143.1
159.0
Dosing 1255.362896 1255.362896
127.2
127.2
Chambers 1098.442534 1412.283258
111.3
143.1
Max Allowable 784.6018098 1098.442534
79.5
111.3
164
SETBACK FROM WELL
# of feet =
114
SETBACK FROM POND, STREAM OR IRRIGATION DITCH
# of feet =
89
SETBACK FROM DRY GULCH
# of feet =
Pitkin County Environmental Health Department
Contact Log Sheet
Parc - s•Address:
MI1
_� / �� IJ ��tII
-WIFFAFAMMA`�
' +
� L'r � =®
0 VIM
II UIR-0- IS. . AIAV
i
®
c . ,
Ia W52 ff M-IMNO�iliMM
Carla Ostberg
From: Carla Ostberg
Sent: Tuesday, May 12, 2009 3:20 PM
To: 'doug@dougragerarchitect.com', 'dleibinger@clre.com'
Cc: 'Tim Petz'
Subject: Roaring Fork Holdings, LLC OWTS Permit
Attachments: Roaring Fork Holdings permit.pdf
Hi Doug (and Doug),
I have issued the OWTS permit for this property. I found there was a discrepancy with the ownership name. You
applied as Roaring Fork Holdings, LLC and it is noted as the same ownership in the Assessor's website. However, it is
recorded on the amended plat as Roaring Fork Valley Holdings, LLC. I'm not sure which is correct (I believe the 2nd- per
the Secretary of State website), but if you would like me to change the name on the permit, I'm happy to do that. You
may also want to notify the Assessor's office of the discrepancy.
I would also like to note that a profile hole must be dug in the area of the absorption area BEFORE installing the field. I
don't anticipate any problems, but I think it is important to verify.
This system was also sized for 6 bedrooms in the main house. Nancy, formerly from this office, had received floor plans
that were not very detailed as part of the application packet (rooms not even labeled). From what I can gather, this
house will have 5 bedrooms, but you may want to verify. A more detailed set of plans would also be appreciated.
Thanks, and please let me know if you have any questions.
Carla Ostberg, MPH, REHS
Environmental Health Program Supervisor
Pitkin County Environmental Health and Natural Resources
970-920-5438
Carla Ostberg
From:
Tim Petz [tpetz1@comcast.net]
Sent:
Monday, March 16, 2009 2:05 PM
To:
Carla Ostberg
Cc:
dleibinger@clre.com
Subject:
Re: Roaring Fork Holdings, LLC
Thanks Carla,
I have been speaking to Doug Rager Arch (attn: Andy Jizba). The neighbor well was posing a
problem, therefore the septic envelope HAS been revised, and draft OWTS (septic systems) have
been reviewed by Doug Rager. I know Doug has submitted new drawings (or is about to) to the
county for review. Touch base with Doug Rager to check on status 927-1780.
Let me know what I can do to help.
Thanks
tim
All Service septic, LLC
PO Box 2844, Glenwood Springs, CO 81602
970-618-5033
6147 Braun Court, Arvada, CO 80004
303-908-7823
FAX 303-216-2796
--- Original Message -----
From: "Carla Ostberg" <Carla.Ostberg@co.pitkin.co.us>
To: dleibinger@clre.com
Cc: "Tim Petz" <tpetz1@comcast.net>
Sent: Monday, March 16, 2009 1:56:10 PM GMT -07:00 US/Canada Mountain
Subject: Roaring Fork Holdings, LLC
The last correspondence I see in the file was that Doug Rager was working with our Planning Dept to modify
the septic envelope. I think the modification was necessary because of proximity of the proposed system to the
neighbor's well. I have cc'd Tim Petz on this as well in case he's got any recollection of the issues and why the
application is on hold.
Thanks,
Carla Ostberg, MPH, REHS
Environmental Health Program Supervisor
Nancy Mackenzie
From: Doug Rager [Doug@DougRagerArchitect.com]
Sent: Tuesday, July 22, 2008 9:15 AM
To: Nancy Mackenzie; Tim Petz; Doug Leibinger
Cc: Andy Jizba
Subject: Re: 101 Oak Ridge Drive, Septic System
Nancy,
We met with Michael Kraemer on June 27th to discuss modifying the septic envelope so that the
neighbor's well can be avoided. We are still waiting for the pre -application from Michael. Mike did
have a vacation in the interim. Have been calling Mike trying to push it along but I still cannot predict
how much longer it might take. Only need your dept. & the fire dept. to sign off for the building permit,
everyone else has approved.
Thank you,
Doug Rager
(970)-927-1780 Phone & Fax
Dou DougRagerArchitect.com
----- Original Message -----
From: Nancy Mackenzie
To: douandougragerarchitect.com
Cc: Tim Petz
Sent: Tuesday, July 22, 2008 8:26 AM
Subject: 101 Oak Ridge Drive
It has been on hold for a month. What is the status of this?
Nancy Mackenzie
From:
Nancy Mackenzie
Sent:
Tuesday, May 27, 2008 10:55 AM
To:
'Tim Petz'
Cc:
'doug@dougragerarchitect.com'
Subject:
101 Oak Ridge Drive - Doug Leibinger
Tim,
I have reviewed your design and the calculations are okay, except your letter states that the 8 ft profile hole indicated
sandy clay to the 8 ft depth. This is not reflected in your Soils Data Table which indicates that bedrock was at 4.5 ft. Your
design is not engineered for bedrock at 4.5 ft.
Nancy
Nancy MacKenzie
970-920-5076
Pitkin County
Environmental Health & Natural Resources Department
Environmental Health Specialist
F,dffm.4
1
--f - -, �A�
Carla Ostberg
From: Andy Jizba [andy@dougragerarchitect.com]
Sent: Friday, May 08, 2009 1:25 PM
To: Carla Ostberg
Subject: 101 Oak Ridge
Hi Carla,
Doug will bring go to the cI rlc-acrd-recorder office and pick up a plat for you on Monday. The permit number for the
building department i�0035.2008.PRBK.
Thanks,
Andy Jizba
Doug Rager, Architect
970.279.4112 Andy's Ext.
970.927.1 780 Doug's Phone & Fax
----- Original Message -----
From: Bonnie Waechtler
To: doua(a)dougragerarchitect.com
Sent: Friday, May 08, 2009 10:55 AM
Subject: Roaring Fork Valley Plat
Mr. Rager,
The book and page for the Roaring Fork Valley Plat is b91 P14 4558697.
Thank you,
Bonnie Waechtler
Planning Administrative Assistant
Community Development
Pitkin County
130 South Galena Street, 3rd Floor, Aspen, CO 81611
970.920.5109 (Phone) 970.920.5439 (Fax)
bonnie waechtler(a)co.pitkin.co.us
r
fill PO Box 2844
Glenwood Springs, CO 81602
111 Ph 970-618-5033
W303-216-2796
May 11, 2009
Chaffin Light Real Estate, Doug Leibinger, C/O 101 Oak Ridge Drive
50 Snowmass Village Mall
Snowmass, CO 81615
Percolation Comments and Soil Conditions
Proposed 6 -Bedroom Residence
101 Oak Ridge Drive
Pitkin County, Colorado
Doug,
Project No. 1468
As requested by the County, we are commenting on the soil conditions and our proposed septic
system at the subject site.
The percolation test and the test pit were excavated approximately 100 feet to the east of the proposed
drain field. Based on the local geologic conditions and our experience in the area, the percolation data
provided in our onsite wastewater treatment system (OWTS) design dated 4-20-09 is appropriate for
the proposed OWTS as indicated in OWTS design dated 4-20-09.
Please call with questions.
ALL SERVICE septic, LLC
Timothy R. Petz
Copy emailed to Carla Ostberg
Reviewed
Richard H
20" 2009'
PO Box 2844
Glenwood Springs, CO 81602
Ph 970.618.5033
Fax 303.216.27%
Chaffin Light Real Estate, Doug Leibinger, C/O 101 Oak Ridge Drive
50 Snowmass Village Mall
Snowmass, CO 81615
RECEIVED
MAY 0 8 2009
EnVlfMmental Health
a Natural Resources
Project No. 1468
Subsurface Investigation and Revised Onsite Wastewater Treatment System Design, Proposed 6 -
Bedroom Residence
101 Oak Ridge Drive 3
Pitkin County, Colorado
Doug,
ALL SERVICE septic, LLC performed a subsurface investigation and an onsite wastewater treatment
system (OWTS) design for the subject residence. The property is located outside of Aspen Colorado,
in an area where OWTS are necessary.
SITE CONDITIONS
A single-family residence presently exists, although will be demolished. A 6 -bedroom singte,"f milt'
residence having greater than 6000SF is proposed as indicated on the plans. There is an existing drain
field that will be abandoned. The proposed drain field area slopes steeply to the northwest, and
vegetation consists of a moderate cover of grasses and sagebrush. Water isrovided by the onsite
well located 100+ feet from proposed drain field. t%W*",h .0a tA* I too
SUBSURFACE "1914
The subsurface was investigated by digging one profile pit and three percolation holes, as indicated. The
materials encountered in the profile pit consisted of 1 -foot of a clayey root zone, underlain by sandy clay
to*taunderlain by sandy clay with fragments of highly fractured bedrock. Groundwater was not
encountered. Three percolation holes were dug, in the area of the proposed drain field, as indicated.
Percolation rates ranged from 16 to 20 minutes per inch (MPI). A 19, MPI rate will be used to design
the OWTS.
DESIGN SPECIFICATIONS
The OWTS design is based on 6 -bedrooms and an average sewage load of 1200 GPD. The
installation must include *m -compartment, precast concrete septic tank (recirculation
tank) with an AX -20 Advantex Unit, followed by a 1000 -gallon, single compartment dosing tank.
Two gravelless chamber beds must be installed as indicated, each bed must have 64 `Quick -4'
chambers for a total of 128 chambersl equaling 1264 SF. }
An automatic distributing valve mast be used to distribute effluent.
1404
Subsurface Investigation and Revised OWTS Design
Project No. 1468
4/20/09
Page 2
Construction must be according to the Pitkin County Environmental Health Department OWTS
regulations, the septic permit provided by Pitkin County Environmental Health Department, and this
design. This design for the subject property, noted above, is valid only in conjunction with the approved
County Health Department permit.
OPERATION INFORMATION AND MAINTENANCE
The surface of the drain field should be seeded upon completion. Vegetation is an important factor in
drain field performance. Erosion control should be practiced prior to and during re -vegetation. Geo -
fabrics or plastics should not be used over the drain field. No heavy equipment, machinery, or
materials should be placed on backfilled drain field. Livestock should not graze on the drain field.
Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWTS.
For Example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and
harm a drain field.
The homeowner should pump the septic tank every two years and clean the effluent filter as needed.
Garbage disposal use should be minimized, and non -biodegradable materials should not be placed
into the OWTS. Grease should not be placed in household drains. Loading from a water softener
should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS.
Mechanical room drains should not discharge into the OWS. The OWTS is engineered for domestic
waste only.
ADDITIONAL CONSTRUCTION NOTES
If design includes a pump, air release valves and weep holes should be installed to allow pump lines
to drain to minimize risk of freezing. Excavation equipment must not drive in excavation of drain
field due to the potential to compact soil. Extensions should be placed on all septic tank components
to allow access to them from existing grade. Access to all tank compartments and distribution devices
is required.
ADVANTEX OPERATION AND INSTALLATION
A qualified installer should install The AdvantexTM Unit. A two-year operation and maintenance
contract should be provided by the installer. Additional construction notes are provided on construction
figures attached.
L The control panel should be mounted in `line -of -site' to tank and AdvantexTM unit.
2. A dedicated 15A service for control breaker (in OSI panel) is required.
3. A dedicated 20A service for P30 and P50 pumps is required (1/2 hp or less).
4. If wires from breaker to panel and/or pumps exceed 75 feet we should be contacted to consider
230 volt recommendations.
5. Conduit should be used for electrical lines.
6. Electrician must provide phone line, if applicable, and terminate in control panel.
INSTALLATION OBSERVATIONS
ALL SERVICE septic, LLC, and the county must view the OWS during construction. The OWS
observation should be performed before backfill, after placement of chambers and distribution pipes.
Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must
also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the
installation.
r••,
yam,
Subsurface Investigation and Revised OWTS Design
Project No. 1468
4/20/09
Page 3
LIMITS:
The design is based on information submitted. If soil conditions encountered are different from
conditions described in report, ALL SERVICE septic, LLC should be notified. All OWS construction
must be according to the county regulations. Requirements not specified in this report must follow
county regulations. The installer should have documented and demonstrated knowledge of the
requirements and regulations of the county in which they are working.
Please call with questions. PCO LIC�NsF
OQ%•' ERBE •• O
ALL SERVICE septic, LLC Reviewed;
33662 N;ac
Timothy R. Petz RichardH. Pe z, P. -E-..
3 copies
PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT
\ Percolation Test and Soils Data Form - TABLE 1 - PROJECT 1468
PROFI PIT Date of Test: 4/16/200
0 - Clay, Sandy, Topsoil
2'- 4. Clay, Sandy, Stiff, Moist, Brown to Dark Brown to Black
ighly Fractured Mancos Shale Bedrock
No roundwater was Encountered
Hole Hole InteI Measurement at Measurement at Change (i .) Percolation Rate
No. Depth (in.) (min.) Start of Interval End of Interval (min./in.) MPI
1 20
40
1.25
14.25
3.00
20
1 25
15.50
1.25
20
15.
17.00
1.50
20
17.00
18.25
1.25 16
20
18.25
dry
2 20
40
8.50
1.25
1.75
20
11.25
.50
0.75
20
12.50
1 . 0
1.50
fill
20
11.00
12.0
1.00
20
12.00
13.00
1.00 20
3 28
40
.75
11.00
3.25
20
11.00
12.25
25
20
12.25
13.50
1.
20
13.50
14.75
1.2
20
14.75
15.75
1.00 20
AVG =19MPI
PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT
Percolation Test and Soils Data Form - TABLE 1 - PROJECT 1468
PROFILE PIT udLU UI I UbL. +/ 1 ulr-vuu
0 - 2' Clay, Sandy, Topsoil
2' - 4.5' Clay, Sandy, Stiff, Moist, Brown to Dark Brown to Black
4.5' - 8' '\Sandy Clay with Fragments of Highly Fractured Bedrock
Pln In_Ci+i i Ror4mrk nr (-,mi Inti\A/AtAr was Fncnuntered
Hole Hole Interval ~
Measurement at
Measurement at
Change (in.) Percolation Rate
No. Depth (in.) (min.)
Start of Interval
End of Interval
(min./in.) MPI
20
(in.)
(in.)
1.50
fill 20
11.00
12.00
1.00
1 20 40
11.25
14.25
3.00
20
14.25
15.50
1.25
20
15.50
17.00
1.50
20
17.00
18.25
1.25 16
20
18.25
dry
2 20 40
8.50
11.25
1.75
20
11.25
12.50
0.75
20
12.50
14.00
1.50
fill 20
11.00
12.00
1.00
20
12.00
13.00
1.00 20
3 28 40
7.75
11.00
3.25
20
11.00
12.25
1.25
20
12.25
13.50
1.25
20
13.50
14.75
1.25
20
14.75
15.75
1.00 20
AVG = 19 MPI
7
oil PO Box 2844
Glenwood Sprinp, CO 11602
SEBY�CE Ph 970-618-5033
L Fax 303-216-2796
April 21, 2009 Project No. 1468
Chaffin Light Real Estate
Attn: Doug Leibinger
50 Snowmass Village Mall
Snowmass, CO 81615
Subject: Geologic Investigation
101 Oak Ridge Drive
Pitkin County, Colorado
Mr. Leibinger,
This report presents the geologic investigation for the subject site. The basis of our geologic investigation
is the setback between onsite wastewater system (OWS) drain field and the onsite well per Pitkin County
Environmental Health Department (PCEHD) regulations. The geologic investigation addresses the
separation distances between the OWS drain field and an existing well on a neighboring property. The
onsite wastewater design (OWS) has been presented under separate cover, prepared by All Service Septic,
LLC.
SITE CONDITIONS
pi'vo it, 1 tk#L*J
The site is located in a mountainous area where OWS are required. There is no well on the subject site
although a well exists on a neighboring property. A moderate cover of sagebrush, shrubs, and native grasses
exists at the site. The slope of the proposed drain field location and the majority of the building site is 20%
to the north.
GEOLOGIC SETTING
The geologic map for the area is the GEOLOGIC MAP OF THE ASPEN QUAD, COLORADO, MAP
GQ -933. A portion of the map is presented on Figure 1. Subsurface conditions were exposed in a test pit
as indicated on Figure 1, and in the large excavation in the area of the existing house after it was
demolished. The soils onsite consist of 7 to 9 feet of sand silt and clay, underlain by Mancos ShaJs. The
local geologic maps confirms the entire site is underlain by Mancos Shale primary dipping at 15 degrees
to the east northeast. (dip taken from map GQ -932, Highland Peak Quad)
GEOLOGIC RESULT
The result of the dip and strike analysis indicates that treated effluent passing through the upper
soils will come in contact with the Mancos Shale and migrate northeast. The Mancos Shale is
impermeable and is a natural barrier to prevent contamination to the neighboring well to the west.
® Geologic Investigation
101 Oak Ridge Drive
Project No. 1468
Page 2
CONCLUSIONS
Based on geological conditions and evaluation of risk of contamination of surface water and ground
water, it is not necessary to add 8 feet additional distance for each 100 gallons of wastewater flow over
1000 gallons per day as specified in the table to prevent contamination. A 100 -foot separation between
the absorption area and the well is appropriate to prevent contamination. All other setback distances
must be followed.
LIMITATIONS
If conditions considerably different from those described in this report are encountered, we should be
notified to observe the conditions. If proposed construction is changed, we should be notified to evaluate
the effect of the changes on the wastewater system. If there are questions, please call.
Sincerely,
ALL SERVIC tic,
Timothy R. Petz, P.G.
Professional Geologist
A,-" -09
{..
GEOLOGIC MAP OF ASPEN COLORADO - MAP GQ 933
,A
Cb
4W
Qmcl,
-'�Iroo
SITEMU %
i
Krnu .I Qga i
'?0r
�'i)
vKmf
r]
DESCRIPTION OF UNITS:
Qmc - Poorly sorted moraine deposits from silt to boulders
Qmd - Poorly sorted moraine deposits from silt to boulders
Kmu - Mancos Shale
NORTH
101 OAK RIDGE DRIVE ALL Pro. No. 1468
PITKIN COUNTY, COLORAOD SERVICE SEPTIC, LLC
970-618-5033 FIGURE 1
0 0
Buttermilk Metropolitan District
I33 Prospector Road, Suite 42.10
Aspen, Colorado 81611
Joyce Armco, President Vince Santucci, Vice- President Charles Malkernus, Treasurer
Torn Sando, Secretary Jeff Yusem, Director Gary Beach, Manager
Doug Rager
Doug Rager Architect
Sent via email to douggdougragerarchitect.com
Re: Water Service to 101 Oak Ridge Drive
Dear Doug:
May 8, 2008
This letter will confirm that the property at 101 Oak Drive lies wholly within the corporate
boundaries of the Buttermilk Metropolitan District. The Buttermilk Metro District provides
potable water service to properties within the District through a Colorado State approved public
water system. The system identification number is PWSID # CO 0149160 and a ground water
source has been adjudicated Under Case Nos. OOCW305 and O1 CW28 in Water Court Division
5, and the water supply meets or exceeds all federal and state water quality standards and a fully
operational pumping, treatment and distribution system is in place to deliver water to all
properties eligible for service from the District.
Therefore, the property is eligible for water service from the District but prior to actual water
deliveries, the owner must; 1) complete a water service application, quantifying the service level
requested; 2) tender payment of all appropriate fees and charges, including tap fees (if required),
facility fees, water right fees, and specific construction inspection fees; 3) install a Metro District
approved water service line and electronic water meter (a 1" meter is provided by the District);
and 4) make all driveway connections to District roads in compliance with District standards and
specifications.
The property is also eligible to access these roads, and use of the roads during construction by
heavy vehicles is permitted following the payment of a Heavy Vehicle Use Fee. This fee is
calculated by, and paid to, the Metro District for the accelerated wear caused by heavy trucks and
equipment commonly used to build homes. All proposed cuts to any district road and access
points must be pre -approved by the District.
Should you have any questions, please give me a call at the above number.
Sincerely,
By
. Be ch
tfianager 0275 101 oak ridge eligibility.wpd
Tel. 970-925-347; Fax, 970-925-4754
S Ei'
R
200b IMUM C�,,,AUNITY DEVELOPMENT
NO, 6405 P.
f�>age: 1 of
I�ff I �f�ffl {fll� I� 06,®7,?905 02: 141
�I
1�
SILVIR 9RVIS PITK
IN COUNTY CO R @.00 D 0.00
DETERMINATION OF THE HEARING O>{'FTCER OF PITKTN COUNTY, COLORADO,
GRANTING "FROVAI, OF THE' MARESI 1041 HAZARD REVIEW AND CONCEPTUAL
SUBAUSSION
Determination No. -0--2005
FMCI
1. Beatrice Maresi ("A.pplicmf') has applied to the Pitkin County )`tearing Officer for 1041 Haaard
Review and Conceptual Submission to establisb a building envelope around the existing
improvements (residence and garage) on the property and to allow for future additions to the
residence. The Applicant is also requesting approval to estabbsh a dev010pme11.t envelope for a new
septic system.
2. The property is a metes and bounds parcel located approximatelY I mile up the West Buttermilk
Road at the top of Oak Ridge Drive. The property is addressed as 0141- Oek Ridge Drive. The
property is the second house on the light side of Oalt Ridge Drive. The property is more spe ifically
described in Exhibit A.
3. The property is zoned AFI -10. The property contains approxianately 5.411 acres and is nonn-
confarming in size.
4. The property is'located within the Urban Growth Boundary.
S. T1)e Hearing Officer, at a duly noticed public hearing on May 17, 2005, reviewed this application,
and at which dune evidence and testimony were presented with respect to this application.
G. The Hearing Officer finds that this application proposes development in the best possible location,
and that the proposal is in compliance with the applicable Standards of the Pi[tMn County Land Use
Code.
NOW THEREFORE BE IT RESOIE,VED by the Pitkin Comity Hearing Officer that he does
hereby grant approval to the Maresi 1041 Hazard Review and Conceptual Submission, subject to the
following conditions which shall run with the land and be binding on all successors in interest:
1 _ The Applicant shall adhere to all material representations xnade in the application and public
meetings.
2. Prior to submittal of any building permit applications, the Applicant shall record a 24 x 36 inch
mylar 1041 Hazard Review Site Plan in accordance to Section 5-70-040 of the Land Use Code.
The site plan shall also be submitted in a digital format for integration into the County
Geographic Information System (CAIS).
Wildfire mitigation shall be as follows'
A. Defensible Space:
1. The area around all structures shall incorporate lasldscaping with wildfire defensible
space considerations as follows (NO'T'E; Actual vegetation manipvlation to meet
! !"-iI,- r'7 Ct - AZ 41R
SE's'. 6.2006 12:35PM Cu3,JUNITY DEVELOPMENT NO.8405 P. 3
Determination No.51 1 036
a .Page2 111111111111111111111111111 � 1�111I�111111111111 06/0 7;7005 02:211
SILVIA DAVIS PITKIN COUNTY CO R @.00 D 0.00
these conditions may not be necessary where the natural vegetation patterns have
already fulfilled these conditions) -
a., Brush, debris, and non -ornamental vegetation shall be removed within a
ininimum 15 -foot perimeter around all structures. Vegetation in this area shall be
at 6" or less (i.e. mowed grass, low -growing perennials). No vegetation taller
than 6" shall be planted in this area. Any combination of mulch, hardseape (i.e.
Sidewalks, stones, etc.) may be utilized.
b. For a distance of 100 feet in every direction from the structures, thin and clump
existing oak/serviceberry. The diameter of the clumps that remain shall be no
larger than 2 tibias the height of the existing oak/serviceberry_ The area between
the clumps shall be no smaller than 3 times the height of the oalc/serviceberry.
This area between the clumps shall have grass -like (i.e. nonwoody) plant
material. The lower limbs of the oak/serviceberry in the clumps shall have the
lower limbs removed up to '/;: the total height of the plant to eliminate ladder
fuels. Ladder fuels are low growing branches that could carry a ground fire into
the crowns of the larger woody plants.
c. The lower branches of all shrubs in the elumps should be removed up to half the
total height to eliminated ladder fuels.
d. All branches which extend over the roof eaves shall be trimmed and all branches
within 15 feet of the chimneys shall be removed.
e. The density of fuels within a 100 -foot perimeter of the structure shall be reduced.
f. All deadfall within the '100 -foot perimeter shall be removed.
g. The Applicant shall be responsible for the continued maintenance of the
defensible space vegotation requirements.
B. Structural Desi= and Construction Requirements:
1. .Roofs'shall have a nom -combustible roof covering on a Class A assembly. Wood
shake/shingle roof covering are prohibited in all wildfire hazard areas. Roofs with
less than 3:12 pitch are not permitted in 10141 Wildfire Areas unless they comply with
the following:
a. All roof coverings shall be non-combustible materials as defined in the Uniform
Building Code (UBC) 1997 Section 1504 and installed on a Class A roof
assembly.
b. All roof coverings shall have a surface that shall facilitate the natural process of
clearing the roof.
c. All roof design shall facilitate the natural process of clearing roof debits.
Protrusions above the roofline, such as parapets, shall be prohibited
d. Roofs shall be installed as required by UBC 1997 Chapter 15 and shall have a
minimum slope of 1:48.
SEP. 6. 2006 12.35PM CUWUNITY DEVELOPMENT NO. 8405 P. 4
Determinarton No. 1'1 -2005'" 611038
Page 3 e
1111111111111111111111111111111111111111111111111111111si07i2e 5 02,291
SILVIA DAVIS PITKIN COUNTY CO R 0.00 D 0.00
e. All roof designs, coverings, or equivalent assemblies shall be specifically
approved by the Fire Marshall prior to submittal of a building permit application.
2. All vents shall be screened with corrosive resistant wire mesh of= quarter inch
maximum.
C. maintegAM-1
1. Roofs and gutters shall be kept clear of debris.
2. Yards shall be kept clear of all Iitter, slash, and flammable debris_
3. All flammable materials (including firewood/wood piles) sball be stored on a parallel
contour a minimum of 15 feet away from any stmcturs. Firewoo&wood piles shall be
stacked on a parallel contour a minimum of 15 feet away from all structures.
D. Miscellaneous:
1. ' Swimming pools shall be accessible to Fire Department vehicles.
2. Fences shall be kept clear of brush and debris.
3. Wood fences shall not be connected to the structure.
a. Fuel tanks shall be installed underground with an approved container.
5. Each structure shall have a minimum of one 10 lb. ABC fire extinguisher.
6. Addresses shall be clearly marked and visible with minimum 2" non-combustible letters
and shall be clearly visible at the primary point of access from the public or common
access road and installed on a icon -combustible post.
7_ Any outbuildings or additional buildings shall adhere to the same standards as
structures.
8. Propane tanks shall be installed according to NFPA 48 standards and on a contour away
from the structure with standard defensible space vegetation mitigation around any
aboveground tank. Any wood etclosure around the tank shall be constructed with
materials approved for 2 hour fire -resistive construction on the exterior side of the walls.
a
E. Utilities:
1. Utility lines shall be buried.
4. No development, including grading, excavation, fill placement, berming, landscaping, entry or
ranch gates, construction parking or staging and vegetation removal or disturbance shall occur
outside of the approved building or development envelopes unless otherwise specified in this
document, such as necessary wildfire mitigation. Utility extension and maintenance shall occur
SEP. 6. 2006 12:35PM CUmMUNITY DEVELOPMENT I N0. $405 P. 5
Do termination No. j�_-2Q05'-� 11 I 1 5 038
Page 4 I � �III f iI J � �! 06/07/2005 ez:?U
SILVIA DAVIS PITKIN COUNTY CO R 0.00 D 0.00
within the approved building or development Envelope and/or within tate approved driveway
alignment.
S. All areas disturbed by constructiion sliall be revegetated with native shrubs and grasses to limit
water consunnption and additional runoff within one growing season of the project's completion.
Landscaping and revegetation on the property shall utilize low water (xerisoaping) native plant
materials and concepts.
The Applicant sl -tall comply with the following wildlife mitigation:
A. All waste storage shall comply with Wildlife Protection Ordinance No. 010-2001. Prior to
Certificate of Occupancy, compliance with the ordinance shall be verified.
B. Fencing outside of the building envelope is prohibited with exception of tGe fencing
surrounding existing stable and corral areas.
C. Native vegetation shall be preserved outside of the building and septic systora envelopes,
with the exception of any thinning acid spaoivag required to accommodate wildfire mitigation_
D. Any vegetation altered for an access road, utility li.oc or similar use must be replaced with
vegetation equal in type and quantity to that being removed according to a mitigation plan
approved by the County Wildlife, Biologist pursuant to section 3-80-080(A)(4) of the Pitkin
County Land use Code.
ls. Fruit -bearing trees and shrubs should be avoided in any landscaping.
r. Wood fencing shall employ three reals or less, be the round or srrlit rail type, shall not exceed
48 inches in height above ground level and 12 inches in width (top view), and shat l have at
least 18 inches between two of the rails. Wire fencing shall consist of no more than 3 strands
of smooth wire and shall not exceed 42 inches in height_
Prior to submission of any new building permits for new development, the Applica»,t shall submit a
mitigation report from an engineer or geologist licensed in the State of Colorado for any new
development on slopes in excess of 15%. The report shall demonstrate that the site can be
engineered in such a way that there is no hazard posed, and shall show the area of disturbed slopes,
any ie -Fading required and the size and location of all mitigation devices. Any new development
shall be conditioned upon compliance with the report.
S. The Applicant shall comply with all codes and requirements of the Aspen Fire protection District.
9. The Applicant shall submit -a Drainage and Erosion Control Plan to the County Engineer for
review and approval, prior to the submittal for any building permits. The plan shall address the
management of runoff during construction and after construction is complete.
10. Prior to commencement of any earthmoving or construction activity, the Applicant shall stake the
corners of the building envelope and install construction fencing around the perimeter of the
building envelope. The fencing shall remain in place until issuance of certificate of occupancy.
11. At the time of building permit application submittal, the Applicant shall subunit, for review and
approval by the County Engineer, a Construction Management Plan in accordance to the Asset
Management Plan. The Construction Management flan shall it)dicate that vehicles associated
St'P. 6.2006 12.35PM .,IMUNiTY DEVELOPMENT NO. 8405 P. 6
Determination No. )-1 -2005 06�/87/200Page 5 111I'll
}11111tM1ll j !1 1 51103 85 6
02;211
SILVIA DAVIS PITKIN couNTY CO R 0.010 0 0.00
with constr=tion (i.e. employee traffic, construction vehicles, staging and deliveries) shall not
violate County Law, such as parking on County rights-of-way.
12. All IigWng shall comply with thrm9uladolis ofthe Land Use Code.
13. Roof materials shall be non -reflective.
14. All development must comply with the provisions of tote Pitkin County Noxious Weed Management
Pian_
15. Pursuatftto Ordinance No. 022-2000, the Appiicam is subject to the Fair Share Requirements and
shall pay a road impact fee as calculated at the time of building permit issuance.
16. Statutory vested rights for the approval contained herein are granted pursuant to the Pitkin County
Land Use Code and Colorado Statutes, subject to the exceptions set forth in Pitkin County Land
Use Code, § 4-140 and C.R.S., § 24-68-105. The statutory vested rights granted herein shall
expire on May 17, 2008.
NOTICE OF PUBLXC HEARING PUBLISHED IN THE ASPEN TYMES ON THE If" DAY OF
APRT ,, 2005.
APPROVED AND ADOPTED ON THE 17Tx DAY OP' MAY, 2005.
'VESTED RIGHT NOTICE FVBLISHED ON TFM ) ZADA'Y OF 2005_
ATTEST:
.lams Taylor,
Administrative Assistant
APPROVED AS TO FORM:
Jo Y,
ours - olney
Case #P026-05
273503200013
HEARING OFFICER
OF PnYUK COUNTY, COLORADO
aures K True,
Hearing O:fiicer
Date:
_t
APPROVPD AS TO CONTENT:
�Qy Houben,
Community Development Director
77
i
/
\ E /Nf + f • �� \ \ • e>, f.a._ ftw• rHu • + _ r of b'E:
� S: N ...sa y .,�j . ^ � = ` \ • u � i1 •'. ,:`. 1 met• :i,'it. �'
t�.f-•• �:� s;�
•-j .iafi.f f :�`�i• V vs ;ia•jY_3••.. M,EI .t •�/�U• y. l•t: \ + ��� •�
ii: it :�i ��lw�`iiia+Eife'r�:i:ia.:�'sr �\�•.`��'Y`� "•. //J
Ar• b•x•.:P �..Kf is 'i.l� _I
a.�+zeas-wx-c. •e:a 8=- ~ 3�:� AC'S . ,
' i'f� [ Y � Nye"• ••J•t�C4''•'�'•f.M lC• Al•gi•tai n� Cf �' �•S� ` `��! / / •�j�i
- ��f•�e, w°f.+�•ta'" tE�e�l•� [E�i•� •� "ii! .! • � �ii,r. �\ \ � °%
:.e•i ,w nwfaq ra••f :•7
. ar•- x
a. 4fi fr• tit�e�:�: r � ..:
.: y K....n...••wE �ui
an� •. m�• • om•�f s-i ..in
f :. ,.,i f.n Mfuxfr•Y I U ` • •• � • -n e•Y
ur x•f:•• n f+•• •• .•
�iuUo � +WW•�la1 „t S ♦'•t ff_••H�•Y 'aYiitif !f Rf•
y •.i ..•4a-K'•r. Ki f r. ff~•,11: M •:.::q
�•:qi•p ii ics' —K•>[{• ai�p •i 'ti �I•.ifaYo ����.•[
gin"--� � � �vKl%OS�• i� � .ew�� �� Er l ; -:••a�•� s [�:t cf-
f'#.f7� ^� p . Yei.i`r.'S. fl•J fiF f.r
/ Yi YCnf
ASPEN SCAVEY ENGINEERS INC
1•.1 J_ vfa•
�-I�+JDGE �� , j �,:1�lp{``''uu11{{FF''11.�f.�� Ncsa,.. ...•,�:..;':>a,:....
G` aylf iYM' �,��'U'N�il:. i{�U fiM•• r•.uc•a.p••f. .\`0'
a• fW u•• .. mf
R
SITE PLAN, LOCATION OF PROPOSED
RESIDENCE AND PERCOLATION HOLES
I
,1
/1
i
SEPTIC ENVELOPE i
..----
— �- BUILDING ENVELOPE '
1
• s r z i
P -t
0 , --
P-2PROPOSED B—BEDROOM
;b — — —
......................... O__�--
�/ P-3 a i RESIDENCE o
pDNEIGHBORING WELL
i
— 10
.® /
/ t /
� X.
fi
s4 R Ppb APAGE"
F3
SCALE �gNE
1" = 40'R,o
NORTH
0 30, W.
REQUESTED AREA FOR
LANDSCAPE EASEMENT
ALL SERVICE Septic, LLC 101 OAK RIDGE DRIVE ONSITE WASTEWATER TREATMENT SYSTEM PRO NO. 1
PO Box 2844., Glenwood Springs, CO 81602 LOT 3, ASPEN OAKS DESIGN FIGURE 1 4/20/09
970-618-5033 PITKIN COUNTY COLORADO
TWO GRAVELLESS CHAMBER BEDS, EACH BED
WITH 64 CHAMBERS FOR A TOTAL OF 128'QUICK-4'
CHAMBERS.
TOTAL AREA = 1264 SF 1.25 -INCH LATERALS SUSPENDED WITHIN
EACH ROW OF CHAMBERS. LATERALS MUST
HAVE 3116 -INCH HOLES ON 4 -FOOT CENTERS.
TWO HOLES PER LATERAL MUST FACE DOWN
FOR DRAINAGE. SCOUR PLATE PLACED
BENEATH EACH DOWNWARD HOLE.
1�LD OBSERVATION
ion
PIPES
I
i � 110
..
SCALE
1"=20'
NORTH
0- - t5 30
ALL SERVICE Septic, LLC
PO Box 2844, Glenwood Springs, CO 81602
970-618-5033
LOCATION OF PROPOSED OWTS
2000 -GALLON, TWO-COMPARTMENT
CONCRETE (RECIRCULATION TANK) SEPTIC
TANK, FOLLOWED BY 1000 -GALLON PUMP
TANK.
TWO AX -20 ADVANTEX UNITS MUST BE
INSTALLED AS INDICATED.
''0
4" PVC SEWER
PIPE WITH
_
CLEANOUT. (2%
/ 1.254
FALL�T-6 TANKS)
PROPOSED
O/
6 -BEDROOM
AUTOMATIC DISTRI G V
j RESIDENCE
(MODEL 6402)
,10ARC
AX
. • . ... _ ° .
1. " MP LINE.
'
/ ,a5 MUIN AFTER
ACH DOSE, -
/
MUST BE AT
HIGH POINT
130
_........._...-__._
_ 135
...............
WELL
_...
101 OAK RIDGE DRIVE
ONSITE WASTEWATER TREATMENT SYSTEM
PRO NO. 1468
LOT 3, ASPEN OAKS
DESIGN
FIGURE 2
4/20/09
PITKIN COUNTY COLORADO
ADVANTEX AX -20 UNITS
AX20 Advanlex Filters
2' FAmte Return Line
VW GW Daae Tank
2M cit Padre/dim Tank
4- Inlet from Septic Tanks
Inlet " ,
Recir<
With 4
Inlet
Effluent Pumping System - 2000 -gallon, Two -Compartment Recirculation Tank on
orencosys-ems•
1
Side View
Dim PVC Riser/lid
Comportment Tank
iotube® Pump Package
101 OAK RIDGE DRIWE DETAILS LS Project No. 1468
ALL SERVICE septic, LLC QWTS DESIGNFIGURE 3 04/20/09
PO sox 2W LOT 3, ASPEN OAKS
97MI 00 SPRINGS, CA 81602 PITKIN COUNTY, COLORADO
970�18a033
E �
NJ
AUTOMATIC DISTRIBUTING VALVE DETAIL
30' GAWMR PVC
PoSER
1000 -Gallon, Effluent Pumping System - 2 -Compartment - Dose Tank
Q n
o�nao sY"rarre•
McwPw�O
aN AaMA�IS
AWYM erAorr
AC ow
airy.. er a,u.e. riar
�dAi�
aa�er.
� �sw°rMOear1d
FROMEMMEW
O
PVAPIM SYSIETA
er AIM Orr1 o+Pa
RW AaF>ral
Ott `.
aay Pa.i arAl.ya ""'+y
125- IH£TAND
OUTLETS
AUTOMATIC DISTRIBUTING VALVE DETAIL
30' GAWMR PVC
PoSER
MODEL 6402
VWMATM)
12'
ArRoaa-rc
VALVE ASSEWLY
FROMEMMEW
O
PVAPIM SYSIETA
125' PIMP LME
125- IH£TAND
OUTLETS
INFILTRATOR(R) QUICK4(TM) CUT SHEET
[—(EFFECTIVE LENGTH)
!!yam '�� ��► �iar
,�
ALL SERVICE septic, LLC
PO BOX 2614
GLENY40M SPRINGS, C081602
970.616-5033
iAr to drab poop be
101 OAK RIDGE DRIWE
LOT 3, ASPEN OAKS
PITKIN COUNTY, COLORADO
PLAN VIEW OF TYPICAL CHAMBER -BEDS
.25' EFFLUENT
LINE TO ADDITIONAL BED
1.25" PUMP
LINE TO AUTO
VALVE /
1.25' MANIFCLD —J
AUTOMATIC DISTRIBUTING VALVE (6402)
CROSS SECTION OF TYPICAL CHAMBER -BEDS
4" SDR 35 PVC
OBSERVATIONIVENT
PIPE WITH CAP -
BED MUST BE LEVEL
SCARIFY SURFACE
INFILTRATOR(R)
QUICK4(TM)
CHAMBER, TX 4'
DESIGN
6 -BEDROOM MAIN RESIDENCE, >6000 SF
(100 GALSIPERSONIDAY X 2 PERSONSBEDROOM)
AVERAGE LOADING = 1200 GALLONS PER DAY
PEAK LOADING = Q = 1.5 X 1200 = 1800 GALLONS PER DAY
PERCOLATION RATE = 19 MINUTES PER INCH
CALCULATED AREA = ((Q) X sqrt 19)15 = 1570 SF
REDUCTION OF 10% FOR CHAMBERS IN BED
REDUCTION OF 20% FOR DOSING
TOTAL AREA REQUIRED = 1099
BED SPECIFICATIONS
WIDTH OF BED = 12 FEET = 4 CHAMBERS
LENGTH OF BEDS = 64 FEET=16CHAMBERS
TOTAL NUMBER OF CHAMBERS = 128
TOTAL INFILTRATIVE AREA = 1264 SF
TWO TOTAL BEDS
OWTS DESIGN DETAILS
OBSERVATION/VENT PIPES (TYP.)
NOTES:
1.25" SUSPENDED PVC
LATERALS WITH 3116" HOLES
DRILLED ON 4' CENTERS.
HOLES FACE UPWARD WITH
TWO HOLES FACING DOWN
FOR DRAINAGE. PLACE
SCOUR PLATE UNDER
DOWNWARD FACING HOLE.
`- MAY NEED TO PARTIAL
MOUND BED TO ACHIEVE
AQUIRED DEPTHS
END CAPS
BEDS MAY BE ANGLED TO FIT TOPOGRAPHY AND TO MINIMIZE
REMOVAL OF EXISTING VEGETATION. INFILTRATOR(R)
QUICK4(TM) CHAMBERS ARE CONSTRUCTED WITH A PIVOT
POINTS FOR THIS PURPOSE.
THE SLOPE AT THE PROPOSED DRAIN FIELD IS RELATIVELY FLAT.
VEGETATION CONSISTS OF A FULL COVER OF NATIVE GRASSES AND
WEEDS.
LMUTATIONS - THESE PLANS MUST BE USED IN CONJUNCTION WITH
LETTER AND SOILS DATA FORM PROVIDED. THE DESIGN IS BASED UPON
INFORMATION SUBMITTED. IF SOIL CONDITIONS ENCOUNTERED ARE
DIFFERENT FROM CONDITIONS DESCRIBED M REPORT, ALL SERVICE
SEPTIC L.L.C. SHOULD BE NOTIFIED. ALL OWS CONSTRUCTION MUST BE
ACCORDING TO COUNTY REGULATIONS. THE INSTALLER SHOULD HAVE
DEMONSTRATED KNOWLEDGE OF THE REQUIREMENTS AND REGULATIONS
OF THE COUNTY IN WHICH THEY ARE WORKING. THE COUNTY AND ALL
SERVICE SEPTIC L.L.C.MUST VIEW INSTALLATION
Project No. 1468
FIGURE 4 1 04/20/09
CIV
rn
oW
&C
O
m" m
FEE
OD F
=°m
Tlo �
";a O
mm
0
-q
/y
w
Y
v v
-F
rn
v
a Oo
O
m7DC m
;a m
05 ,=
ov ;g
COM
�;u o
<C-
m m
0
-4
JIL
WO11.q)r4OR0VOW
SIJW
� X21 0214 »0-.l = w8/l 3lVOS
N'dld 11034 d014002 2 JOON � `J
m
n
i
m
i
OW
Dp .-
-i
MX
z�
nG r
OG);K
A;a O
G C—
m m
n
4
............
.0-4_ =_ �8/L *31VOS ��
NVId 8001d ONIM&A -13A312i3MO1
r
YEL CAP
GRAVEL ROAD
NO EASEMENT FOUND
f
\r
VICINITY MAP
HEARING OFFICER APPROVAL
ACCEPTANCE FOR RECORDING
CLERK AND RECORDERS CERTIFICATE:'..
THIS SITE PLAN IS ACCEPTED FOR FILING IN TM OFFICE OF,n CLERIC AND
RECORDER OF PITKIN C�OC�1 1TY. COLO THIS 1? DAY OF
200*1 IN PLAT 8O2 _.L`1 AT PAfyE AS RECEPTION NUMBER
E X AND REC(RC3O
PITKIN COUNTY. COLORADO
1>C3P4 1D' C?'tj
SURVEYOR'S CERTIFICATE
THE UNDERSIGNED STATES THAT THE PROPERTY DESCRIBED HEREON WAS
FIELD SURVEYED DURING NOVEMBER. 2001 AND IS ACCURATE
BASED ON THE FIELD EVIDENCE AS SHOWN. AND THAT THERE ARE NO
DISCREPANCIES OF RECORD, BOUNDARY LINE. CONFLICTS. ENCROACHMENTS.
EASEMENTS OR RIGHTS OF WAY IN FIELD EVIDENCE OR KNOWN TO ME.
FYf GPT AC bFRFON SHOWN. UNDERGROUND UTILITIES WITH NO ABOVEGROUND
NTS OF RECO
IS SURVEY I
W!
TO
ACxORQ1fjR TG:CQLQRA9Q':lAl� YOU MUST COWENC£ ANY LEGAL ACTION
BASED UPO* ANY 1fEf6CT'IN THIS PLAT WITHIN TWAE£ YEARS AFTER YOU
FIRST OISCOVEREO SUCH DEFECT. iN NO EVENT, WAY ANY ACTION RAW
UPON ANY DEFECT IN THIS PLAT 8E COMMENCED YORE THAN TEN YEARS
FROM THE DATE OF THE CERTIFICATION SHOWN HEREON -
RESAR
PARCEL 10 NO. 2735 032 00 013
ILI
/ \ 52141
Fa_e -
/ '0s1►1. K;:. o LAO
SCALE
! INCH - 30 FEET
LZt/yt� \ 0 IS 3O 4S 60 -
'j / \ \ CONTOUR !NTER4AL IS I FOOT
i STEEP
SLOPE \
S
'—✓�� � \\ LEGEND & DOTES
g�P SET SP \ \
TB# -t00.
FOUND SURVEY NONL`W£NT RE84A WITH CAP AS NOTED
SPtK£ OR P•4 NAlL SURVEY CONTROL
\ !CORRAL.
YEL CAP \ \ \ \ \ FENCING
. p� -p-- W000 FENCE
2376 1 -- \ \ \ \ \\ \ \ S5� ❑ UTILITY BOX
ELEVATION DATUM IS ARBITRARY, BASED ON SET T.&.M, AS SHOWN
\ \ \ \ CONTOUR INTERVAL IS 1 FOOT
011 \�
YEL
2376
YEL CA \\ \ \ \ \ \ SLOPES \
\ ` \ \ \\
• \ \ \
AREA - 5.011 ACRES •!- `
\ e \ \ \ \
YEL CAP
2376
STEEP
SLOPES
\ t /
SAT _ \ HOUSE S
DISH
SLOPES
LEGAL DESCRIPTION\\ \J7
\ PATIO
A PARCEL OF LAND SITUATED IN THE SOUTHWEST QUARTER OF THE \ \ \ ` ` _
NORTHWEST QUARTER SECTION 3, TMEOWNSHIP to SOUTH, RNAGE 85 WEST \ \ ` \ \ f SOUTH !r4 CORNER SECTION 3
OF THE 6th PRINCIOAL MERIDIAN, DEStRiBES AS FOLLOWS: / ' 50
_
BEGINNING AT A POINT WHENCE THE SOUTH QUARTER CORNER OF SAID \ ` -Z:
SECTION 3 BEARS SOUTH 27' 07' 5$'EAST 3 172.65 FEET: THENCE SOUTH * \ -1
53.53'00- WEST 361.00 FEET: THENCE NORTH 18'56' WEST 55.00 FEET.
THENCE NORTH 34'05'00 WEST t21.ti F T: THENCE NORTH 45'15 00 WEST �--� 1(t� GARAGE
223.75 FEET: THENCE NORTH 23'3&'OO' ST &2.84 FEET. THENC€ NORTH ✓V JY
48.01'00' WEST 91.53 FEET: THENCE NOR 26047'00" EST $7.Ot FEET:
THENCE NORTH 67`00'OO' EAST 373.00 FEET: THENCE SOUTH 36'03'55' EAST 1 `l
566.19 FEET TO THE POINT OF BEGINNING
COUNTY OF PITKIN
STATE OF COLORADO
J
l IDRtrE
EASEiAECN SS"
PACTS 4OOK 23 F
r
PARKING
woe
�\
_\ '0
DG_ E
O'k
7
ACCESS EASEMENT
BOOK 352 PAGE 668
PREPARED BY
ASPEN SURVEY ENGINEERS,
210 S. GALENA STREET
ASPEN, COLO. 8161t
PHONE/FAX (970) 925-3816
E-MAIL darWaapsninfo.cae
job as 31236A NOV. 19, 2001
REVISED 6/05
INC.
THIS MARESi 1041 HAZARD REVIEW AND CONCEPTUAL SUBlFIS51ON HAS SEEN REVIEWED
AND APPROjfD BY THE ING OFFICER OF PITKIN COUNTY. COLORADO
ON THIS 1CL- DAY OFZot�.3 ISION NO. 17-2005
SERIES 0 2005, j1(}
Ay (L2€8 OVt
SIGN£ THIS DAY OF 2005.
IMS OFFICER. JAMES R. TRUE
1041 HAZARD REVIEW AND WARNING
APPLICANT ACKNOWLEDGES THAT HE/SHE HAS BEEN INFORMED SY PITKIN COUNTY OF
THE EXISTENCE OF '1041 HAZARD AREAS- THAT IARY AFFECT THE PROPERTY AND
IMPROVEMENTS, AND THE USE AND OCCUPANCY THEREOF -
THE PROVISIONS OF THESE REGULATIONS DO HOT IN ANY WAY 114PLY THAT AREAS
OUTSIDE OF DESIGNATED HAZARDS. WILL BE FREE FROM.t3hZ+ARRDS. OR THAT APPROVED
MITIGATION_ MEASURES WILL GUARANTEE Tfi€ SAFETY OF THE PROPERTY.
S
BY:
BEA Ri E MAR£ I. TYNE
ACCEPTANCE FOR RECORDING
CLERK AND RECORDERS CERTIFICATE:'..
THIS SITE PLAN IS ACCEPTED FOR FILING IN TM OFFICE OF,n CLERIC AND
RECORDER OF PITKIN C�OC�1 1TY. COLO THIS 1? DAY OF
200*1 IN PLAT 8O2 _.L`1 AT PAfyE AS RECEPTION NUMBER
E X AND REC(RC3O
PITKIN COUNTY. COLORADO
1>C3P4 1D' C?'tj
SURVEYOR'S CERTIFICATE
THE UNDERSIGNED STATES THAT THE PROPERTY DESCRIBED HEREON WAS
FIELD SURVEYED DURING NOVEMBER. 2001 AND IS ACCURATE
BASED ON THE FIELD EVIDENCE AS SHOWN. AND THAT THERE ARE NO
DISCREPANCIES OF RECORD, BOUNDARY LINE. CONFLICTS. ENCROACHMENTS.
EASEMENTS OR RIGHTS OF WAY IN FIELD EVIDENCE OR KNOWN TO ME.
FYf GPT AC bFRFON SHOWN. UNDERGROUND UTILITIES WITH NO ABOVEGROUND
NTS OF RECO
IS SURVEY I
W!
TO
ACxORQ1fjR TG:CQLQRA9Q':lAl� YOU MUST COWENC£ ANY LEGAL ACTION
BASED UPO* ANY 1fEf6CT'IN THIS PLAT WITHIN TWAE£ YEARS AFTER YOU
FIRST OISCOVEREO SUCH DEFECT. iN NO EVENT, WAY ANY ACTION RAW
UPON ANY DEFECT IN THIS PLAT 8E COMMENCED YORE THAN TEN YEARS
FROM THE DATE OF THE CERTIFICATION SHOWN HEREON -
RESAR
PARCEL 10 NO. 2735 032 00 013
ILI
/ \ 52141
Fa_e -
/ '0s1►1. K;:. o LAO
SCALE
! INCH - 30 FEET
LZt/yt� \ 0 IS 3O 4S 60 -
'j / \ \ CONTOUR !NTER4AL IS I FOOT
i STEEP
SLOPE \
S
'—✓�� � \\ LEGEND & DOTES
g�P SET SP \ \
TB# -t00.
FOUND SURVEY NONL`W£NT RE84A WITH CAP AS NOTED
SPtK£ OR P•4 NAlL SURVEY CONTROL
\ !CORRAL.
YEL CAP \ \ \ \ \ FENCING
. p� -p-- W000 FENCE
2376 1 -- \ \ \ \ \\ \ \ S5� ❑ UTILITY BOX
ELEVATION DATUM IS ARBITRARY, BASED ON SET T.&.M, AS SHOWN
\ \ \ \ CONTOUR INTERVAL IS 1 FOOT
011 \�
YEL
2376
YEL CA \\ \ \ \ \ \ SLOPES \
\ ` \ \ \\
• \ \ \
AREA - 5.011 ACRES •!- `
\ e \ \ \ \
YEL CAP
2376
STEEP
SLOPES
\ t /
SAT _ \ HOUSE S
DISH
SLOPES
LEGAL DESCRIPTION\\ \J7
\ PATIO
A PARCEL OF LAND SITUATED IN THE SOUTHWEST QUARTER OF THE \ \ \ ` ` _
NORTHWEST QUARTER SECTION 3, TMEOWNSHIP to SOUTH, RNAGE 85 WEST \ \ ` \ \ f SOUTH !r4 CORNER SECTION 3
OF THE 6th PRINCIOAL MERIDIAN, DEStRiBES AS FOLLOWS: / ' 50
_
BEGINNING AT A POINT WHENCE THE SOUTH QUARTER CORNER OF SAID \ ` -Z:
SECTION 3 BEARS SOUTH 27' 07' 5$'EAST 3 172.65 FEET: THENCE SOUTH * \ -1
53.53'00- WEST 361.00 FEET: THENCE NORTH 18'56' WEST 55.00 FEET.
THENCE NORTH 34'05'00 WEST t21.ti F T: THENCE NORTH 45'15 00 WEST �--� 1(t� GARAGE
223.75 FEET: THENCE NORTH 23'3&'OO' ST &2.84 FEET. THENC€ NORTH ✓V JY
48.01'00' WEST 91.53 FEET: THENCE NOR 26047'00" EST $7.Ot FEET:
THENCE NORTH 67`00'OO' EAST 373.00 FEET: THENCE SOUTH 36'03'55' EAST 1 `l
566.19 FEET TO THE POINT OF BEGINNING
COUNTY OF PITKIN
STATE OF COLORADO
J
l IDRtrE
EASEiAECN SS"
PACTS 4OOK 23 F
r
PARKING
woe
�\
_\ '0
DG_ E
O'k
7
ACCESS EASEMENT
BOOK 352 PAGE 668
PREPARED BY
ASPEN SURVEY ENGINEERS,
210 S. GALENA STREET
ASPEN, COLO. 8161t
PHONE/FAX (970) 925-3816
E-MAIL darWaapsninfo.cae
job as 31236A NOV. 19, 2001
REVISED 6/05
INC.