HomeMy WebLinkAbout561 Spring Park Rd - 239111301003 - 1966-00ISINDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT .rb"t fe� -79
EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION
P.O. Box 179 - 500 Broadway • Eagle, CO 81631
Telephone: (970) 328-8755
COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1966-00 BP NO. 13074
OWNER: SANDY SMITH PHONE: 970-963-4517
MAILING ADDRESS: 74 FERGUSON, CARBONDALE, CO 81623
APPLICANT: RIVER STUDIO ARCHITECTS, LUIS M. PHONE: 970-925-3734
SYSTEM LOCATION: SPRING PARK RANCHES, LOT #1, CARBONDALE, CO TAX PARCEL NO: 2391-113-01-003
LICENSED INSTALLER: DOOGER DIGGING, PETER GUY LICENSE NO.42-00 PHONE: 970-963-3967
DESIGN ENGINEER: HEPWORTH-PAWLACK GEOTECHNICAL, INC. PHONE NO. 970-945-7988
INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR THE MAIN RESIDENCE AND THE CARETAKER UNIT
FOR A TOTAL OF 5 BEDROOMS.
750 GALLON SEPTIC TANK FOR THE CARETAKER UNIT, AND A 1000 GALLON TANK FOR THE MAIN RESIDENCE, 2500 SQUARE FEET OF ABSORP-
TION AREA VIA 81 STANDARD INFILTRATOR UNITS OR 79 EO 36 INFILTRATOR UNITS.
SPECIAL REQUIREMENTS: INSTALL BOTH TANKS SO THAT GRAVITY FEED TO THE LEACH FIELD IS ACHIEVED, AND CLEANOUTS ARE INSTALLED
BETWEEN THE TANKS AND THE BUILDINGS AND EVERY 100 FEET OF PIPE RUN. A STRONGER WALLED PIPE SUCH AS "C 900" NEEDS TO BE USED
UNDER ANY ROAD WAYS, AND A CLEAN OUT SHOULD BE INSTALLED ON ONE SIDE OF THE ROAD. CONNECT THE EFFLUENT LINES FROM BOTH
TANKS TO FLOW AS ONE INTO THE LEACH FIELD. INSTALL THE LEACH FIELD IN SERIAL DISTRIBUTION IN TRENCHES WITH INSPECTION PORTALS
IN EACH TRENCH. RAKE ALL TRENCH SURFACES TO PREVENT THE SMEARING OF SOILS AND DO NOT INSTALL IN WET WEATHER FENCE OFF THE
LEACH FIELD TO PREVENT LIVESTOCK FROM GRAZING OVER THE AREA, AS THIS COULD DAMAGE THE COMPONENTS. CALL EAGLE COUNTY
ENVIRONMENTAL HEALTH FOR FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE SYSTEM OR WITH ANY QUESTIONS REGAR-
DING THE INSTALLATION. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED
AND APPROVED. /I��-
ENVIRONMENTAL HEALTH APPROVALS � C'tWi 0a�1Ajy P DATE:
CONDITIONS:
1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS,
ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 1973, AS AMENDED.
2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING
REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL
AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT.
3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO
BE LICENSED.
FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR):
NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM
IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM.
INSTALLED ABSORPTION OR DISPERSAL AREA: 2522 SQUARE FEET (VIA VIA -36 .EQ36 INFILTRATOR UNITS. )
INSTALLED CONCRETE SEPTIC TANK:1.000 GALLONS IS LOCATED 210 DEGREESAND 14 FEET 6 INCHES
FROM THE CLEANOUT FOR THE CARE TAKER'S UNIT
i
INSTALLED TANK: GALLONS IS LOCATED DEGREES AND FEET INCHES
FROM
COMMENTS: FINAL INSPECTION FOR THE LEACH FIELD AND THE TANK FOR THE CARE TAKER'S UNIT COMPLETE.
STILL NEED INSPECTION OF TANK FOR MAIN HOUSE.
ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS
COMPLETED.
ENVIRONMENTAL HEALTH APPROVAL DATE: _AUGUST 30, 2000
Incomplete Applications Will.NOT Be Accepted
(Site Plan MUST be attached)
ISDS Permit #
Building Permit #_ 2`A
AMICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT
ENVIRONMENTAL HEALTH OFFICE...- EAGLE COUNTY
P. O. BOX 179
EAGLE, CO 81631
328-8755/927-3823 (El Jebel)
PERMIT APPLICATION FEE $150.00 rFJ�QQLATIQkd TEST
*
* MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER"
PROPERTY OWNER: 5AjAQ hML-Ttj -
9Z
MAILING ADDRESS: -14 Fev.(bu'SON GAiZRZtA04LJ� r G� «�'� PHONE: 1 4517
4?a
- APPLICANT/CONTACT PERSON:0.lVeP.�S'TuDl�Atu-tlti'EG"C5 ��-'-tt5 M� PHONE: us-3?3h
LICENSED SYSTEMS CONTRACTOR:
COMPANY/DBA:
PERMIT APPLICATION IS FOR: ('�)
D ' h � J PHONE : e (
;� P �Ap)RESS : V` S Pen
NEW INSTALLATION ( ) ALTERATION ( ) REPAIR
LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM:
Legal Description: Lcq t SPR.tt•IG�PARKRANGµ�s Lot Size • '29.Az5 mac!
Tax Parcel Number: z391 113 c7to0�
Physical Address: u9?Z-V, cA'CTLE. c0.E�-lam 2P0
BUILDING YPE: (Check applicable category)u``
(✓Residential/Single Family -r usok.ZAu. Number of Bedrooms . 5
( ) Residential/Multi-Family* Number of Bedrooms
( ) Commercial/Industrial* Type
TYPE OF ",WATER SUPPLY: (Check applicable category)
(Wel l ( ) Spring ( ) Surface
( ) Public Name of Supplier:
*These systems require design by a Registered Professional Engineer
SIGNATURE: Date:
44
AMOUNT PAID: RECEIPT #: DATE: �{
CHECK #: �V- CASHIER:
4')�,Jkd,& , .
Ins Permit # f 9VO-0 Date
ISDS Final Inspection
C=Ietenean Form
Tank is t gal, Tank Material ' '� '� �" 1 'e-' -2 b& -
y Tank is located -[4L/"'ft. and %)6 degrees from �w-U-U-`)
(permanent landmark)
Tank is located ft. and degrees from
Iparmaoeat landmark)
Tank set level. Tank lids within 8" of finished grade.
� C
size of field �5aa ft2 1 units lineal ft.
Technology `Ga 3
cleanout is installed in between tank and house(+ 1/100ft).
There is a 'IT" that goes down 14 inches in the inlet and
outlet of the tank:
L/ Inlet . and outlet is sealed with tar• -,tape,. rubber gasket etc.
ink has trio %compartments with the. .ai^ger-.�,cpMpartment closest to the
house.
Measure: distance and relative diretc-t — Qjw, to ;-��el.�i:
P
✓\"J ..Depth of field. ft .
V Soi1 interface raked.
Inspection portals at the.end of each trench._
V Proper distance to setbacks.
Chambers properly installed as per manufacturers specifications.
(Chambers latched, end plates properly installed, rocks 'removed from
I trenches, etc.)
Ol Type of pipe used for building sewer line �?h12 �, leach field
other L-wnj-le J-,fA/LmMkA — i l o u cvQc4
CUD-
V Inspection meets
Copy form to,installer's file if recommendations for improvement were
suggested.
ACTION TAKEN:
Setbacks
Well 'Potable House Property Lake Dry Tank Drain
Water Lines line Stream Gulch
Field 100
Zwl& 50
25 20
10 5
10 50 25 10 10
10 50 10 * 10
BORING 1 BORING 2 BORING 3 PROFILE BORING
ELEV. = 7528' ELEV. = 7523' ELEV. = 7530' ELEV. = 7514'
0
18/12
47/12
7
23/12
WC=11.9
ol
o
DD=118
WC=10.6
—200=84
of
DD=95
a;
5
01
18/12
o
28/12
^ e
10/6,10/0
WC=10.3
WC=19.4
DD=110
DD=110
•per
ol
op
10
ol
40/12
24/12
78/12
CD
WC=12.6
Q:
WC=5.4
DD=112
+4--53
—200=63
ems'
—200=17
0ol
15
13/12
6/6,30/6
30/5
20
25
18/12
14
ol
WC=13.4 '��
—200=73
LL=28
PI=12 _
01
jj�
"\
10
`v" U (D
CL
�v 15 0
20
25
G P
Note: Explanation of symbols is shown o (FF[g.3. ��J✓��1
199 758 HEPWORTH - PAWLAK GEOTECHNICAL, INC. LOGS OF EXPLORATORY BORINGS Fig. 2
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
TABLE 11
PERCOLATION TEST RESULTS -inR Kin 1 QQ 7F51
HOLE NO.
HOLE DEPTH
(INCHES)
LENGTH OF
INTERVAL
(MIN)
WATER DEPTH
AT START OF
INTERVAL
(INCHES)
WATER DEPTH
AT END OF
INTERVAL
(INCHES)
DROP IN
WATER
LEVEL
(INCHES)
AVERAGE
PERCOLATION
RATE.
(MIN./INCH)
P-1
36
15
21 3/4
17114
4 1 /2
18
17 1/4
15 1/4
2
15 1 /4
13 1 /2
1 3/4
13 1/2
12 112
1
121/2
11 1/4
1 1/4
11 1/4
10 1/4
1
10 1 /4
9 1 /2
3/4
9 1/2
8 314
3/4
P-2
40
15
20
17
3
20
17
15 1/2
1 1/2
15 112
14
1 1/2
14
13
1
13
12
1
12
11 1/4
3/4
11 1/4
10 112
3/4
10 1/2
9 3/4
3/4
P-3
42
15
24 3/4
20
4 3/4
18
20
17 1 /2
2 1 /2
171/2
151/4
21/4
15114
13 3/4
1 1/2
13 3/4
12 1 /4
1 1/2
12 1/4
11 114
1
11 1/4
10 1 /2
3/4
10 1 /2
9 314
3/4
Note: Percolation test holes were soaked with water one day prior to testing. Tests were run on November 13, 1999.
Percolation rates shown are the average of the last three readings.
U' l UUe LUUU 11 . U1 J f V JLJ01 f 0
rCl VEM J 1 UMIU
1-Mull at
LEGEND.
C
TOPSOIL: slightly sandy silty clay with organize, moist, brawn to dark brown,
CLAY (CL); sandy, silty, stiff to hard, moist to very moist with depth at Boring 1, m �' brown.
Rocky layer at 6 f"t in Profile Boring.
GRAVEL (OC). sandy, clayey, dense, slightly molsit. reddish brown.
Relatively undisturbed drive samples 2—inch I.D. California liner sample.
Drive sample. standord penetration test ( SPT ), 1 3/8—inch I.D. split spoon sample,'ASTM D -- 1586,
1g/12 Drive somple blow count: indicates that 18 blows of a 1 40—pound hammer falling 30 lnchev were
ragvired to drive the California or SPT sampler 12 inches.
Practical rig refusal. Where shown Above bottom of log, multiple attempts were rna" to advance
the boring.
NOTES;
1. Exploratory borings were drilled on October 6 and 7, 1999 with a 4—inch dlarneter e0M-tiMtf6Us flight
power auger_
2. Locations of exploratory borings were measured approximately by pncing from features shsalwn
on the site plan provlded.
'3, Elevuttans of exploratory borings were obtained by interpolation between contours an the ate plan
provided. Loris crer drawn to depth.
4. The exploratory boring locations and elevations should be considered accurate only to the". degree implied
by the method used.
5. The lines between materials shown on the explorotory poring logs represent the apparaxlrhOo boundaries
between moterlol tppen and transitions may be gradual.
-5, No free water was encountered In the borings at the time of drilling.
Fluctuation in water level may occur with time_
'�. Laboratory Testing Results:
WC = Water Content ( X )
bid - Dry Density ( pcf)
+4 = Percent retained on No, 4 sieve.
-200 - Percent passing No. 200 sieve.
LL - Liquid Limit ( X )
PI - Plasticity Index ( X )
199 758 1
GEC ECHNICAL, II' C 1 LEGEND AND NOTES � Fig. 3
0
b1717—G_J-rilfilfii -rul 1 MO. 00niA Tr}. Cfl.^_I C (^ill 1krrW CAII 1 LJCr',I -r"
-10-
capped with about 2 to 3 feet of the on -site soils to reduce surface water
infiltration.
3) The ground surface surrounding the exterior of the buildings should be
sloped to drain away from the foundation in all directions. We
recommend a minimum slope of 6 inches in the first 10 feet in unpaved
areas and a minimum slope of 3 inches in the first 10 feet in paved areas.
4) Roof downspouts and drains should discharge well beyond the limits of
all backfill.
5) Landscaping which requires regular heavy irrigation should be located at
least 10 feet from foundation walls. Consideration should be given to
use of xeriscape to reduce the potential for wetting of soils below the
foundation caused by irrigation.
PERCOLATION TESTING
Percolation tests were conducted on November 13, 1999 to evaluate the
feasibility of an infiltration septic disposal system at the site. One profile boring and
three percolation holes were drilled at the locations shown on Fig. 1. The test holes
were drilled with 6 inch diameter auger and were soaked with water one day prior to
testing. The soils exposed in the percolation holes are similar to those exposed in the
Profile Hole shown on Fig. 2 and consist of sandy silty clay. The percolation test
results ranged from 18 to 20 minutes per inch and are presented in Table II. Based on
the subsurface conditions encountered. and the percolation test results, the tested area
should be suitable for a conventional infiltration septic disposal system. We
recommend;,tht;lie system be„oversized due to,the clay soil condition ;
LIMITATIONS
This study has been conducted in accordance with generally accepted
geotechnical engineering principles and practices in this area at this time. We make no
H-P GEOTECH
warranty either expressed or implied. The conclusions and recommendations submitted
in this report are based upon the data obtained from the exploratory borings drilled at
the locations indicated on Fig. 1, the proposed type of construction and our experience
in the area. Our findings include interpolation and extrapolation of the subsurface
conditions identified at the exploratory borings and variations in the subsurface
conditions may not become evident until excavation is performed. If conditions
encountered during construction appear to be different from those described in this
report, we should be notified at once so re-evaluation of the recommendations may be
made.
This report has been prepared for the exclusive use by our client for design
purposes. We are not responsible for technical interpretations by others of our
information. As the project evolves, we should provide continued consultation and field
services during construction to review and monitor the implementation of our
recommendations, and to verify that the recommendations have been appropriately
interpreted. Significant design changes may require additional analysis or modifications
of the recommendations presented herein. We recommend on -site observation of
excavations and foundation bearing strata and testing of structural fill by a
representative of the geotechnical engineer.
Sincerely,
HEPWORTH - PAWLAK GEOTECHNICAL INC.
Thomas J. Westhoff
Reviewed By:
Steven L. Pawlak, P.E.
TJW/sd
15222 V
H-P GEOTECH
75
7
7
APPROXIMATE SCALE
1" = 120
7540
7550
1 BORING 1
PROPOSED
BARN 1
Y
BORING 2
1 PROPOSED
1 SEPTIC
FIELD
7540
PQ1
AREA
7520
h` �T ROPOSED P 3�Q�
P
PROFILE
BORING
RESIDENCE
j
7510
753
i BORING 3
urn
BUILDING
ENVELOPE
7500
7520
f
7510
199 758 HEPWORTH - PAWLAK LOCATION OF EXPLORATORY BORINGS Fig. 1
GEOTECHNICAL, INC.
EAGLE"COUNTYENV. HEALTH joB
'- I
P.O. BOX 179 SHEET NO. OF
EAGLE, CO 81631 CALCULATED BY DATE
CHECKED BY DATE 0
SCALE
I/
.......... ... ....... ..... ......... .... ............... .......... ... ........... .......... ............. ..........
............... ....
.... ....... .......... ... ... ... ..... ........... .......... ............. ........... ..
. .......... ............. .......... .. ..............
............ ... ..... . .. ..... ..... ..... ....... ............ ........... . ............ ........ .. .. ...... ............. ............... ............. ........ ....
r. .. ....... .. . - ....... .... .. .. .......... ........... ............ . .............
..........
..... ... ... .. ....... . ...... .....
... . ...... ........... . ..... ............... J ........... ............
.... ........ . ......... .. .......... ..... ...... ........................ ............. ........ ....
--- --- ----
1y66-00 Tax #2391-113-01-003
Lot #1, Spring Park Ranch SMITH
JOB NAME Upper Cattle Creek Rd.
Carbondale
U
JOB NO. 13G 2
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DATE STARTED
DATE COMPLETED
DATE BILLED
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JOB FOLDER Product 277
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DEPARTMENT OF
ENVIRONMENTAL HEALTH
(970) 328-8755
FAX: (970) 328-8788
TOLL FREE: 800-225-6136
www.eaglecounty.us
EAGLE COUNTY
P.O. Box 179
500 Broadway
Eagle, CO 81631
www.eaglecounty.us
OWTS PERMIT # CWTS— )p-1& —kf ft BUILDING PERMIT# 1-4�-5 —v
INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED)
FEE SCHEDULE
APPLICATION FEE $$00.00 MAJOR REPAIR FEE $800.00 MINOR REPAIR FEQ 00.00
This fee includes the OWTS Permit, Site Evaluation (Percolation Test, or Soil Profile Obsery n and Final
Inspection. Additional fees may be charged if a re -inspection is necessary, or a pre -construction site visit or
consultation is needed. The re -inspection fee is $135.00
Make all remittance payable to: Eagle County Treasurer.
Property Owner: %3 1 U- 5Z%:fZ Phone: `7 -7c' 6 3 Z77 3
Mailing Address:-t'1n1C �'1�- 1W kemail
Registered Professional Engineer: Tj AIL[.tzy IJ e Phone: -- R`I D - q G1
Applicant or Contact Person: A&01r 1S C0t--Wt -W-- Phone: y so 3 os7 7
Licensed Systems Contractor: " i License #
Company / DBA: rvk�Sz ! r� _ Phone:
W I
Mailing Address: -. `1 E5 L- & A)W f t'pemail �{ rr.r � �`r�� c a ns (,�� .�.+ p f.•c c��+
Permit Application is for: New Installation - x Alteration Repair
Location of Proposed Onsite Wastewater Treatment System:
Legal Description:
Tax Parcel Number: Zt-l - 113 b 1 - oD 5 LotSize: -5 1 &c4Ljr—S
Assessor's Link: www.eaulecounty-us/vatie/
Physical Address: (6 l - ^� PAI—tL ���-t1 V-
Building Type: _ z Residential / Single Family Number of Bedrooms:
Residential / Multi Family Number of Bedrooms:
Commercial / Industrial* Type of Use:
*These systems require design my a Registered Professional Engineer
Type of Water Supply:
If Public Name of
Applicant Signature: I
Well Spring Surface Public
Office Use Only dc�
Amount Paid: �� .�-- Receipt #: Check #: Date: �011Z.
HEPWORTH-PAWLAK GEOTECHNICAL, INC.
TABLE it
PERCOLATION TEST RESULTS JOB NO. 199 758
HOLE NO,
HOLE DEPTH
(INCHES)
LENGTH OF
INTERVAL
(MIN)
WATER DEPTH
AT START OF
INTERVAL
(INCHES)
WATER DEPTH
AT END OF
INTERVAL
(INCHES)
DROP IN
WATER
LEVEL
(INCHES)
AVERAGE
PERCOLATION
RATE
(MIN./INCH)
P-1
36
15
21 3/4
17114
4112
18
171/4
15114
2
15 1/4
13 1/2
1 314
131/2
121/2
1
12 112
11 114
1 114
11 1/4
10 1/4
1
10 114
9 1/2
314
9 112
8 314
3/4
P-2
40
15
20
17
3
20
17
151/2
11/2
15 112
14
1 112
14
13
1
13
12
1
12
11 1/4
314
11 1/4
10112
314
10 112
9 3/4
3/4
P-3
42
15
24 314
20
4 3/4
18
20
17 112
2 112
171/2
151/4
2114
15 1/4
13 3/4
1 112
13 314
12 114
1 112
12 114
11 114
1
11 114
10 112
3/4
10 1/2
9 314
3/4
Note: Percolation test holes were soaked with water one day prior to testing. Tests were run on November 13, 1999.
Percolation rates shown are the average of the last three readings.
P.O. Box 842, Carbondale, CO 81623 P/F (970) 963-9869 timberlineengineering@gmail.com
TIMBERLINE ENGINEERI NG, LLC
STRUCTURAL & CIVIL ENGINEERING
July 23, 2014
Adam Sahnow
Koru Limited
417 Main Street, Suite Y
Carbondale, Colorado 81623
Re: Onsite Wastewater Treatment System
Soffer Residence – Main Residence
561 Spring Park Ranch Road
Lot 1 Spring Park Ranches
El Jebel, Colorado 81623
Dear Mr. Sahnow,
Timberline Engineering, LLC visited the above referenced property and inspected the septic tank installation
and piping for the Onsite Wastewater Treatment System. We had a final inspection on April 4, 2014. The
tank and piping were installed properly and as per plan. The leach field was installed under a previous
permit.
Please call with questions.
Sincerely,
TIMBERLINE ENGINEERING
David J. Anderson, PE
masl. 6986£96OL6d/d
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SITEAS SHOWNP/ F 970 963 9869 timberlineengineering@gmail.comPO Box 842 - CARBONDALE, CO. 81623DJA -XXCOVER SHEETSOFFER-ADLER
RESIDENCE
561 SPRING PARK RANCH ROAD
LOT 1, SPRING PARK RANCHES
EL JEB EL, COLORADO 81623
200% CORE & SHELL CD’S
7 / 2 1 / 1 3COVER SHEETEXISTING SITEPROPOSED SITE PLANUTILITY PLANON-SITE WASTEWATER TREATMENT SYSTEMGRADING, DRAINAGE & EROSION CONTROL PLANGRADING PLAN @ HOUSEDETAILED GRADING AT SPA & GABION WALL DETAILSCUT-FILL PLAN, EROSION CONTROL & DRY HYDRANT DETAILSFOUNDATION DRAIN PLAN & DRYWELL DETAILSFLOOR DRAIN PLAN, ROOF & SURFACE DRAIN PLANDRIVEWAY PLAN & PROFILEDRIVEWAY SECTIONSSHEET INDEX:C.000...............C.100...............C.101...............C.200...............C.201...............C.300...............C.301...............C.301A............C.302...............C.303...............C.304...............C.400...............C.401...............SOFFER-ADLER RESIDENCELot 1 Spring Park Ranches561 Spring Park Ranch RoadCarbondale, CO 81623CONTACT INFORMATION:ARCHITECT:CCY ArchitectsChris Touchette228 Midland AvePO Box 529Basalt, CO 81621p 970 927-8370 ext. 234p 970 927-4925f 970 927-8578ctouchette@ccyarchitects.comLANDSCAPE ARCHITECT:Shannon Murphy Landscape ArchitectsShannon Murphy231 Midland Ave., Suite 206Basalt, Colorado 81621p 970 927-2889f 970 927-0538shannon@shannonmurphy.netMECHANICAL ENGINEER:Resource Engineering Group Inc.Steven SheaP.O. Box 3725502 Whiterock Ave., Suite 102Crested Butte, CO 81224p 970 349-2119shea@reginc.comTHE OWNER OR THE OPERATOR OF THE CONSTRUCTIONACTIVITY IS RESPONSIBLE FOR THE APPLICATION ANDMAINTENANCE OF A "PERMIT FOR STORMWATERDISCHARGE ASSOCIATED WITH CONSTRUCTIONACTIVITY" FROM THE COLORADO DEPARTMENT OFHEALTH AND ENVIRONMENT, WATER QUALITY CONTROLDIVISION -- STORMWATER PROGRAM. THE APPLICATIONIS REQUIRED AT LEAST 10 DAYS PRIOR TO THEANTICIPATED START OF CONSTRUCTION.GENERAL CONTRACTORKoru LimitedAdam Sahnow417 Main Street Suite YCarbondale Colorado 81623Phone: 970 963-0577Fax: 970 963-9389Cell: 970 618-9124adam@korultd.com
AS SHOWNP/ F 970 963 9869 timberlineengineering@gmail.com
PO Box 842 - CARBONDALE, CO. 81623DJA -XXEXISTING SITESOFFER-ADLER
RESIDENCE
561 SPRING PARK RANCH ROAD
LOT 1, SPRING PARK RANCHES
EL JEB EL, COLORADO 81623
200% CORE & SHELL CD’S
7 / 2 1 / 1 3
AS SHOWNP/ F 970 963 9869 timberlineengineering@gmail.comPO Box 842 - CARBONDALE, CO. 81623DJA -XXPROPOSEDSITE PLANSOFFER-ADLER
RESIDENCE
561 SPRING PARK RANCH ROAD
LOT 1, SPRING PARK RANCHES
EL JEB EL, COLORADO 81623
200% CORE & SHELL CD’S
7 / 2 1 / 1 3
AS SHOWNP/ F 970 963 9869 timberlineengineering@gmail.comPO Box 842 - CARBONDALE, CO. 81623DJA -XXUTILITY PLANSOFFER-ADLER
RESIDENCE
561 SPRING PARK RANCH ROAD
LOT 1, SPRING PARK RANCHES
EL JEB EL, COLORADO 81623
200% CORE & SHELL CD’S
7 / 2 1 / 1 3
AS SHOWNP/ F 970 963 9869 timberlineengineering@gmail.comPO Box 842 - CARBONDALE, CO. 81623DJA -XXONSITEWASTEWATERTREATMENTSYSTEMSOFFER-ADLER
RESIDENCE
561 SPRING PARK RANCH ROAD
LOT 1, SPRING PARK RANCHES
EL JEB EL, COLORADO 81623
200% CORE & SHELL CD’S
7 / 2 1 / 1 3
AS SHOWNP/ F 970 963 9869 timberlineengineering@gmail.comPO Box 842 - CARBONDALE, CO. 81623DJA -XXDRAINAGEGRADING &EROSIONCONTROLPLANSOFFER-ADLER
RESIDENCE
561 SPRING PARK RANCH ROAD
LOT 1, SPRING PARK RANCHES
EL JEB EL, COLORADO 81623
200% CORE & SHELL CD’S
7 / 2 1 / 1 3THE OWNER OR THE OPERATOR OF THE CONSTRUCTIONACTIVITY IS RESPONSIBLE FOR THE APPLICATION ANDMAINTENANCE OF A "PERMIT FOR STORMWATERDISCHARGE ASSOCIATED WITH CONSTRUCTIONACTIVITY" FROM THE COLORADO DEPARTMENT OFHEALTH AND ENVIRONMENT, WATER QUALITY CONTROLDIVISION -- STORMWATER PROGRAM. THE APPLICATIONIS REQUIRED AT LEAST 10 DAYS PRIOR TO THEANTICIPATED START OF CONSTRUCTION.
AS SHOWNP/ F 970 963 9869 timberlineengineering@gmail.comPO Box 842 - CARBONDALE, CO. 81623DJA -XXGRADINGPLAN @HOUSESOFFER-ADLER
RESIDENCE
561 SPRING PARK RANCH ROAD
LOT 1, SPRING PARK RANCHES
EL JEB EL, COLORADO 81623
200% CORE & SHELL CD’S
7 / 2 1 / 1 3
AS SHOWNP/ F 970 963 9869 timberlineengineering@gmail.comPO Box 842 - CARBONDALE, CO. 81623DJA -XXDETAILEDGRADING ATSPA & GABIONDETAILSSOFFER-ADLER
RESIDENCE
561 SPRING PARK RANCH ROAD
LOT 1, SPRING PARK RANCHES
EL JEB EL, COLORADO 81623
200% CORE & SHELL CD’S
7 / 1 6 / 1 3GABION WALL "C"SPOT ELEVATIONS AT SPATYPICAL GABION BASKETSECTION A-ASECTION B-B
AS SHOWNP/ F 970 963 9869 timberlineengineering@gmail.comPO Box 842 - CARBONDALE, CO. 81623DJA -XXCUT-FILL PLAN,EROSIONCONTROL &DRY HYDRANTDETAILSSOFFER-ADLER
RESIDENCE
561 SPRING PARK RANCH ROAD
LOT 1, SPRING PARK RANCHES
EL JEB EL, COLORADO 81623
200% CORE & SHELL CD’S
7 / 2 1 / 1 3CUT-FILL ANALYSISEROSION CONTROL DETAILSDRY HYDRANT DETAIL
AS SHOWNP/ F 970 963 9869 timberlineengineering@gmail.comPO Box 842 - CARBONDALE, CO. 81623DJA -XXFOUNDATIONDRAIN PLAN &DRYWELLDETAILSSOFFER-ADLER
RESIDENCE
561 SPRING PARK RANCH ROAD
LOT 1, SPRING PARK RANCHES
EL JEB EL, COLORADO 81623
200% CORE & SHELL CD’S
7 / 2 1 / 1 3FOUNDATION DRAIN DETAIL
AS SHOWNP/ F 970 963 9869 timberlineengineering@gmail.comPO Box 842 - CARBONDALE, CO. 81623DJA -XXFLOOR DRAINPLAN, ROOF &SURFACEDRAIN PLANSOFFER-ADLER
RESIDENCE
561 SPRING PARK RANCH ROAD
LOT 1, SPRING PARK RANCHES
EL JEB EL, COLORADO 81623
200% CORE & SHELL CD’S
7 / 2 1 / 1 3
AS SHOWNP/ F 970 963 9869 timberlineengineering@gmail.com
PO Box 842 - CARBONDALE, CO. 81623DJA -DRIVEWAYPLAN &PROFILESOFFER-ADLER
RESIDENCE
561 SPRING PARK RANCH ROAD
LOT 1, SPRING PARK RANCHES
EL JEB EL, COLORADO 81623
200% CORE & SHELL CD’S
7 / 2 1 / 1 3TYPICAL ROAD SECTIONS
AS SHOWNP/ F 970 963 9869 timberlineengineering@gmail.comPO Box 842 - CARBONDALE, CO. 81623DJA -XXDRIVEWAYSECTIONSSOFFER-ADLER
RESIDENCE
561 SPRING PARK RANCH ROAD
LOT 1, SPRING PARK RANCHES
EL JEB EL, COLORADO 816237 / 2 1 / 1 3200% CORE & SHELL CD’S