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t
Pitkin County Environmental Health Department
Permit for an Individual Sewage Disposal System
0405 Castle Ck Rd, Aspen, Colorado 81611
Phone 970-920-5070 / FAX 970-920-5077
Permit # 0109 ) I ( 1 q Parcel ID #
Type of permit New( X) Repair( )
2465-344-01-011
Addition to
Name of Owner Joseph Deery & Keysha Bailey
Street Address Old Herron Rd C(3n11
Property legal description Lot 45, Sopris Mtn Ranch
Size of lot 49.5 acres
Water source Private Well
# of bedrooms in house
Caretaker unit
# of bedrooms in caretaker unit
Designed for what # rooms (list)
Designed by
Total square footage of the house 4,796 sq ft
# of offices, lofts & similar sized rooms in house
Total square footage of the caretaker unit
# of offices, lofts & similar sized rooms in caretaker unit _
FIVE (5): 3 BR's; 1 Upstairs room, 1 garage artist studio/future caretaker room
ery, RPE
Mailing Address 7264 Hwy 82, Glenwood
Perc rate 28mpi Profile hole depth
Permit information
Springs, CO 81601
loft Depth to groundwater or bedrock
Septic tank capacity 2187minimum Absorption area
ents
+loft
1852- 50% reduc. trench infiltrator-- 926
Septic permit approved per compliance with the engineer design and specifications dated 3115101, revised 412101.
Any changes must be approved by this department and the design engineer prior to them being made.
Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin
County ISDS regulations.
The design is for a 2500 gallon septic tank. Pitkin County regulations require an effluent filter on the final tee or at
some point between the septic tank and the absorption field. The design uses the 50% reduction allowed for
infiltrator units in trench configuration = 60 units. !ASP d 5 L C1 x („
This department does not endorse any brand of products. 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: , Date: O�
Plans and specifications of the prop sed individual sewage disposal system have been reviewed and are considered
satisfactory. Permission is hereby granted to the owner or the agent to perform the work indicated in accordance with the Pitkin
County ISDS Regulation in effect at the time of issue This permit becomes invalid 6 months from the date that the permit was
issued unless system construction has commenced or an extension has been approved in writing by the Department.
As -built drawings must be included with this permit before the final approval will be issued.
Installer: \ Q 'f
Final Inspection Approval: Date:
�� ���
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ASP�ITKIN ENVIRONMENTAL HEALTH DEP�ENT
APPLI ON FOR INDIVIDUAL SEWAGE DISPOS STEM
130 S. Galena St., Aspen Colorado 61611
Phone 970-920-5070/Fax 970.920-5039
Permit # Parcel ID # 5 -"A O I C) \ \
Permit For: New Installation V) Repair ( ) Remodel ( ) Emergency Use( )
Nameo(OWNER 05E44t E iz E S 94\
Street Address s -TW OLS N E,2 ROrJ RD 1-0'117 itis 5,07Q -OS Mky,,QA-N CM r l3 A -S !{A -r
Owner's Mailing Address '�-2 120 N 1 $2- + [TLEIJ W �JU 6221 H c4 gt b 0 it
drq
Business Phone: —t -A -4 \ -4 � Home Phone:
Legal Descnptio�nt: Lot �L .Block st'77 ��`� ��..��C .Subdivision �O S 1•iTra • 1ZAt��
Size of lot: Ze acres Type of proposed structure: 2c* I t7ENC F kUmys-� Size of bldg. envelope: c2,5 iiiii-
Total arealliving space (sq. 11: '7 c1 �P x of Bedrooms, offices and similar sae rooms:
Caretaker Unit : I Attached Detached I Total area/living space of caretaker unit ft. # of Bedrooms offices and similar size rooms
Primary Contact Person
Contact Mailing Address "%Ci` AA.A04 Cs1. t.Y�JVD 5Q tcJ1y� US ((� g"1 bJ 1
Business Phone: 94S•:?Ai'22, Cad Phone: Fax: L) I
WateriV)Pnvate well ( )Spdng ( )Stream ( i Community/Public (Name of System)
Is Proof of Adequate Water Attached 1 Reguired) 7 fill Yes ( ) No (A water quality test and well pump test or approval letter from community system)
Has Nis project been approved by PIWn County 7 ( ) Yes ( ) No 1041 yvGS � eLDlj� Peo"- tT y ADT QJ416,K1 t'CLii �ACi
Is a copy of the ficor plan attached ( Required) 7 OQ Yes( ) No U
Application for an individual sewage disposal system is hereby submitted. I hereby Candy mat the above information is true and acprale and that I haw 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 cistems, drain Ides, irrigation ditches, lakes, water coursew streams, noodplvns. dry quiches. and existing septic systems. I acknowledge that any false or
Incomplete information will invalidate me application and any subsequent perne. Issuance of me permit tices not imply the approval of any other permit required for consuuld on
purwant to Pitkin County codes. No constnctun may be undertaken until ail approvals and permits have been Waned, The owner assumes all responsibilities in case of failure
or inadequacy of this system.
Signature of applicant __ - -� /%'r't/y- lO. "%rc.r*,y� Date .�l�" aIf
6 c
For department use below
PERMIT FOR INDIVIDUAL SEWAGE DISPOSAL SYSTE
Dasign Criteria of system to be Installed I Any changes must be submitted and approved in writino)
Perc Rate min par inch . Profile Hole Depth feet
Septic tank capacity: gallons Absorption area: sq, it.
An Inspection Is required prior to backfill of any component of the distribution system.
Design by Engineer Required 7 ( ) Yes ( ) No All plans and specifications of the engineer must be followed. Any changes must be approved by the
Aspen/Pilkin Envirommntal Health Department in writing and the engineer must certify the final installation to the Environmental Health Department in
writing.I
Permit approval by: Date
Plans and specifications of me proposed Individual sewage disposal system have been reviewed and are considered satisfactory. Permission is hereby granted to the owner a
the agent to perform the work Indicated N accordance with the Pickin County ISDS Regulation in effect at the time of issue. This Permit becomes Invalid 6 months from the dale
that me permit was issued unless system construction has commenced or w extension has been approved in wrilIng by the Department.
As -Built drawings must be included with this permit before the final approval will be issued.
Installer
�-1 Receipt # Site Plan Well Permit and
3 I o Date received Floor Plan Water Quality Test or _
!l hw•r,y Received by Comm Dev Approval Water System Letter
Final Inspection Approval: Date:
4115 1 6
{1(a l
Soils Test D
Dale Info Compiete
Final Insp Requested
b%3S.2oc
aeaao iwss
Name:
Parcel ID#: Address:
Date Person Spoken To Comments / Action to be Taken Initials Time
11
€ 3G
side two � •
0 0
Pitkin County Environmental Health Department 0405 Castle Creek Rd. Suite 10. Aspen. CO 81611
FAX/MEMO
Number of pages in6luding cover sheet: 17 -
TO: „� E R� -k 1 e y S {�e� FROM: Nancy MacKenzie
Phone: � Phone: 970-920-5076
Fax Phone: 9 41:5 — 7 rYo/ Fax Phone: 970-920-5077
CC: E-mail: nancym@ci.aspen.co.us
IREMARKS: ❑ Urgent ❑ For your review ❑ Reply ASAP ❑ Please Comment
5
+7/
0
0
0
•
MCCLELLAN, M&M CONSTRUCTION COMPANY
Subject: Sopris Mountain Ranch, Lot 45, Basalt, Pitkin County - Percolation Testing
On November 9, 2000 a test pit for the site was prepared by McClellan, NI&AI Construction
for observance by Pitkin Count- Department of Health officials. The location of the test
pit is indicated on the attached plan (TP #1). The geology of the site consists of
approximately 2-3 feet of topsoil overlying approximately 7 feet of sandy silt, sand, and clay
indispersed with fractured limestone (4 to 8 inches). No groundwater was exhibited within
the ten (10) foot depth.
On November 13, 2000, three (3) holes were dug with a Cat 416 backhoe to depths of
approximately 38 to 44 inches. From these elevations percolation holes approximately 8
inches in diameter to a depth of 14 inches were dug with posthole diggers. The overall
depth of percolation holes from original grade to bottom of hole ranged from 52 to 58
inches. Each hole was then pre-soaked.
On November 14, 2000, each hole was again filled with water to measure percolation rates.
The percolation test results are summarized on Table 1. The average percolation rate
measured was calculated to be approximately 27.9 min/inch.
Due to the percolation rates observed, a conventional septic system consisting of a holding
tank, and standard leach field is recommended. In addition, based on the soil geology and
surface gradient, it is recommended that a perimeter drain be constructed around the
leachfield to mitigate any potential stormwater infiltration during high seasonal runoff
\ONAL Fti�
y
JOSEPH P. m
♦34504
lose) t n', P.E.
7264 []I(;][\% AN N] • c:1.Il]\\(1(113 SPRINGS, CO - 816111
PHONE97(1.945--173 • F.\x. 971-945.7Mu1
0
1fr�cl, a„r,, tt&N
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Percolation Test Results
Lot 45, Sopris Mountain Ranch
Basalt, CO, Pitkin County
Date: November 14, 2000
Weather: Sunny,430F.
M&M Personnel: Joseph Deery, Dean House, Mel Duran
Phone: 970.945.7173
Fax: 970.945.7801
Email: mnmconstruction®aol.com
Hole No.
Note Depth
Onches)
Length of Interval Water Depth at Start of interval
(min) pnches)
Water Depthatene
of Interval inches)
Drop it Water level
Average Pemolatlon
Itate(min/Inch)
P-1
38
42
7.5
1 7.0
0.5
26.6
7.0 6.5
0.5
6.5 6.0
0.5
P-2
42
48 7.0
6.5
6.0
6.5
6.0
5.5
0.5
30.0
0.5
0.5
P-3
44
41 7.5
7.0
6.5
7.0
6.5
6.0
0.5
0.5
0.5
27.3
Average
27.9
SCALE:
q
1" = 30'
EL. 1000 = APPROX. 7820 FT
SHEET
ISDS,
Sheet 1
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SCALE: 1 " = 20'
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EL. 1000 = APPROX. 7820 FT
SHEET
ISDS,
Sheet 2
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Sheet 2
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GENERAL NOTES - WITH AS BUILT REVISIONS
I A L L C ON S T R U C T ION 5 H A L L B E IN ACCORDANCE WITH THE PITKIN COUNTY REGULATIONS OF INDIVIDUAL
5 E W A G E D 15 P O SAL SYSTEM 5, EVEN THOUGH ALL SUCH R E Q U I R E M ENT 5 ARE NOT SPECIFICALLY NOTED ON TMC
D R A W I N G S. THE CONTRACTOR SHALL BE RES PO NSIBLC P O R SUCH SPEC IFIC DETAILS AS ARE REFERRED TO IN
T H E A B O V E M E N T 10 N ED R E G U L A T I O N 5.
2. FLOW FOR BEDROOM:
5 Be[) 90 O M 5 ' 2 PERSO N S /B E D R O O M ' 1 00 GALLO N 5 /P E P S O N /D AY:
000 GPD - AVERAGE DAI-Y FLOW
D E S IG N - 1. 7 5 ' A V E R A G E - 1 7 5 0 G P D (0 )
5 F P T IC TANK:
MINIMUM TOTAL TANK SIZE:
750 GPD I DAY/24 H R 5 ' 30 H R 5 - 21 87 gPd
I N S T A L L : 1 - 2 5 0 0 GALLON TANK
5TAKDARD ABSORPTION AREA:
5 r g 5
- 1750428 I
1 8 5 2 5 F Q - D E 5 1 G N P L O W
t - AVERAGE PERCOLATION RATE 28 MIN/IN.
U 5 E Or STANDARD INFILTRATOR UNITS IN TRENCH CON F I G U R A I T O N: 5 0% REDUCTION -('4352 5 f' 0.50)
= 926 5F @ 17.71 5111 N IT'
5 2.2 UNITS REQUIRED ('REVISED . A S BUILT WITH LARGER J K I T 5) .
3. CLEAN OUTS ARE REQUIRED AT ALL BENDS AND AT LEAST EV'_RY 100 PEST ALONG THE HO U5`_ 5 EW ER.
4. T H E C O N T R A C T O R 5 H A L L B E R E 5 P O N 5 1 B L E F O R I N 5 T A L L I N G ALL W A T E R TIG H T COM P O N E N T 5. - [ I C P TO THE
AB 50 RPT10N AREA, TO PREVENT INFILTRATION.
5. TO P50IL CO V ER M AY BE VARIED (WIT -1 I FOOT M IN IM UM ) TO ALLOW LAND 5 C APING.
G IN S T A LL R 15 E R 5 A 5 N E C E 5 5 A R Y TO BRING ALL A C C E 5 5 PO IN -5 TO W STN IN O N E - H A LF FOOT O' PIKAL GRADE.
7. LO C ATIONS O F ALL COMPO NEWS M AY BE VARIED AS NEC E5SARY AS LONG AS ALL M INIM UM DI5TANC ES AND
5 L 0' E 5 MEET THOSE R E Q U I R E D.
8. PROVIDE P O 5 ITIVE DRAINAGE O F S U PFACE WATER AWAY FROM A B 5 0 R P T I O N FIELD AREAS U 5 1 K G DPIANAGC
S W A L E 5 A 5 N E C E S S A R Y.
9. 5011.5 AND PERCOLATION DATA FROM J.P. DEERY, P.E.: NOVEMBER 13. 2000
1 0. T H le 5 YS T E V 15 5 1 Z E D FOR TYPICAL DOM CSTIC WASTES 0 N Ly. B AC K W A S H O R FLUSHING FLOWS FOR REVERSE
O 5 M 0 5 15 U N ITS O R W AT E R 5 0` T E N E R 5 O R F ILT E R 5 5 H 0 U L D N O T B E I N T R O D U CSD INTO T H 15 S Y S T E M
I I. SITE 'LAN INFOP M ATION FROM HIGH CO UNTRY ENGINEERING AND OWNER
1 2. I N 5 T A L L B L U E B O A R D I N S U L A T 10 N OVER 5 E W E K PIPE WH E R E V E R DEPTH 15 LESS TN A N 5. 0 F E E T
1 3. ENG KEEP 5 M A L L BE CONTACTED FOR SITE INSPECTION PRIOR TO BACKFILLING O F 5 Y5 TE M C 0 M- O N E N T5
GENERAL ABSORPTION TRENCH FIELD NOTES
I. A B 5 0 R PT 10 N LATE P A LS 5 H ALL KOT EXCEED 1 0 0 FEET IN L E N G T H
2. B O -- O M O F A 6 5 0 R PTIO N TR E N C H E 5 5 HALL BE LEVEL: M INIM U M TRENCH SEPARATION OF C'
3. ORA NAGE D TC H ES ARE TO BE FRO VID ED ABOVE AND ARO UND FIE 1.7, AS NECESSARY, TO PREVENT SURFACE
R U K O FF FROM ENTERING ABSO R P T I O N AREA.
4. T R E N C H LATERAL 5 SMALL F O L L O W C O N- O U R S
5. IN 5 T A LL IN F ILT R ATORS IN ACCOKLIANCE WITH M A U F A C T U R E R' 5 R E C O M M ENDATIONS
G. T R E N C H B 0- T O M AND 5 1 D E W A__ S M U S T BE RAKED TO REMOVE 5 0 1- 5 M EARS INCURRED DUR NC- EXCAVATION
7. NO EXCAVATION Of ABSOPPTIO N F ELF IS TO BE DONE DUPING WET WEATHER AND USE Or R L B 9 E R TIRE
VEH:C LE5 OVER AB 50 RPT ION A < E A .5 PROHIBITED
B. IN5-ECTION WELLS TO 13E IN 5-A_ If K IN FILTRA TO R5 A5 R IREC
SHEET
ISDS,
Sheet 3
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Sheet 3
Distribution
Lateral
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TO SEPTIC
TRENCH INFILTRATOR PLAN VIEW
6 x 9 UNITS
(N.T.S)
DISTRIBUTION
BOX
(6 OUTFLOW
KNOCKOUTS
REQUIRED)
Distribution
Lateral
;Bends at
max. of 45
deg.)
SHEET
ISDS,
Sheet 4
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60' ROAD R.O. W. -
-A-PUBLIC UTIL. ESMT.
1" = 60 feet
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MCCLELLAN, M&M CONSTRUCTION COMPANY
April 6, 2001
Ms. Nancy MacKenzie
Environmental Health Specialist
Pitkin County Environmental Health Department
Schultz Health and Human Services Building
0405 Castle Creek Road, Suite 10
Aspen, Colorado 81611
SENT VIA U.S. MAIL
RECEIrZD
APR 10 2001
PITKENhRONI COUN'ry
ENTAL HEALTH
Subject: Bailey/Deery ISDS- Lot 45 Sopris Mountain Ranch, Basalt, CO
Dear Nancy:
Pursuant to our conversation this past Monday, transmitted herewith are the following
modifications to our original ISDS permit application:
• Distance from existing potable water well identified- 181 feet (Sheet 1)
• Proposed location of distribution box for infiltrator trench system (Sheets 1, 2 and 4)
• Modified infiltrator area at 15.5 SF/unit (Sheet 3); and
• Trench infiltrator detail (Sheet 4)
If you require any additional information, please do not hesitate to call me during normal
business hours at (970) 945-7173.
Thank you, again, Nancy.
Sincerely,
9W2,,—/9 —Az4ur
Joseph P. Deery, P.E.
Principal
7264 III (; II\\'.\}92 • GI I N\\'nll l) SPRINGS. CO • ✓`I(,"I
PIIONL: 9711-945.1173 • 1.\x 9'P-945 71101
H
(6410
SCALE: 1 " = 30'
per
/ EXI TfN CONTO R
INI E ONTO R
4 1110 2 16 112
1
\ 3
7
>o gal house
�Ptl
nk 7 12
i WATER
00 WELL
N-
\-\ I garage
181" J
1100
`4 -
EL. 1000 = APPROX. 7820 FT
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ISDS,
Sheet 1
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(6 10 u Its)
0 0 tion
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7 7
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w laterals per
de it house
i 250 gal a a
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tank 7 7C
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per ete drat ar nd fiel to re t \ W b
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1` 1 ISDS,
_ Sheet 2
DSCALE: 1' = 20' EL. 1000 = APPROX. 7820 FT
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GEN ERAL NOTES
I ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PITKIN COUNTY REGULATIONS OF INDIVIDUAL
5 E W A G E D 15 P 0 SAL SYSTEM 5. EVEN THO UGH ALL SUCH REQ U I R E M CNTS ARE NOT SPECIFICALLY NOTED O N THE
D R A W I N G S. THE CONTRACTOR SHALL BE RESPONSIBLE POR SUCH SPECIFIC DETAILS As ARE REFERRED TO IN
T H E A B O V E M E N T 10 N E D R E G U L A T 10 N 5.
2. FLOW FOR BEDROOM:
5 BEDROOMS ' 2 PERSONS/BEDROOM , 100 GALLONS/PERSON/DAY:
1000 GPD - AVERAGE DAILY FLOW
D E 5 1 G N - 1. 7 5 • AVERAGE - 1 7 5 0 GPD (Q) /
SEPTIC TANK: ./
MINIMUM TOTAL TANK SIZE:
1 7 5 0 G P D 1 D A Y12 4 H K5 ' 3 0 H R 5 - 2 1 8 7 g p d
INSTALL: 1- 2 5 0 0 GALLON TA N K
STANDARD ABSORPTION AREA:
A = Q J t
5
17 5 0 -J 2 8
5
= 1 8 5 2 5 F v/ Q- DESIGN FLOW
t AVERAGE PERCOLATION RATE - 28 MIN/IN.
USE Or STANDARD INFILTRATOR UNITS IN TRENCH C O N F I G U R A I T O N: 5 0% R E D U C T 10 N-( 1 8 5 2 s f • 0. 5 0)
9 2 G 5F @ 15.5 5F/UNIT
GO UNITS REQUIRED.
3. CLEAN OUTS ARE REQUIRED AT ALL BEN D5 AND AT LEAST EVERY 100 FEET ALONG THE HOUSE SEWER.
4. T H E C O N T R A C TOR SHALL B E R E 5 P O N 5 I B L E FO R INSTALLING ALL WATER TIG HT COM P O N E N T 5, PRIOR TO THE
ABSORPTION AREA, TO PREVENT IN PILTR A TIO N.
5. TOP 5 0 1 L COVER MAYBE VARIED (WITH I FOO T MINIMUM ) TO ALLOW LANDSCAPING.
G. INSTALL RISERS AS NECESSARY TO BRING ALL ACC E 5 5 POINTS TO W ITH IN ONE-HALF FOOT O F FINAL GRADE.
7. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG AS ALL MINIMUM DISTANCES AND
5 L0 PE5 MEET TH05E REQUIRED.
B. PRO VIDE P 0 5 1 T I V E DRAINAGE O F SU KFACE WATER AWAY FRO M A B 5 O R P T I O N FIELD AREAS U 5 1 N G DPIANAGE
5WALE5 AS NEC E55 ARY.
9. 901L5 AND PERCOLATION DATA FROM J.P. DEERY, P.E.; NOVEMBER 13, 2000
10. TH 15 5Y5 TEM 15 SIZED FOR TYPICAL DOMESTIC WA5TE5 ONLY. BACKWA511 OR FLUSHING FLOWS FOR REVERSE
O S M 0515 UNITS OR WATER SOFTEN E R 5 OR FILTERS SHOULD NOT B E INTRODUCED INTO THIS SYSTEM
1 1. 5 ITE PLA N IN FO R M ATION FROM HIGH COUNTRY ENGINEERING AND OWNER
1 2 . INSTALL BLU E B O ARD INSULATION OVER SEWER PIPE WHEREVER DEPTH 15 LESS THAN 5.0 FEET
1 3. ENGINEER SHALL B E CONTACTED FOR 5 1 7 E INSPECTION PRIOR TO BACKFILLING OF SYSTEM COMPONENTS
GENERAL ABSORPTION TRENCH FIELD NOTES
I ABSORPTION LATERALS SHALL NOT EXCEED 100 FEET IN LENGTH
2. BOTTOM OF ABSORPTION TRENCHES SHALL BE LEVEL; MINIMUM TRENCH SEPARATION OF G'
3. DRAINAGE DITCHES ARE TO BE PROVIDED ABOVE AND AROUND FIELD, AS NECESSARY, TO PREVENT SURFACE
RUNOFF FROM ENTERING A B S O R P T I O N AREA.
4. TREN C H LATERALS SHALL FOLLOW GO NTOUPS
5. IN S TA LL INFILTRATO PS IN ACCORDANCE WITH M AUFACTU PEP ' 5 RECO M M EN DATIONS
G. T R E N C H BOTTOM AND SIDEWALLS MUST BE RAKED TO REMOVE SOIL SMEARS INCURRED DURING EXCAVATION
7. NO EXCAVATION OF ABSORPTION FIELD 15 TO BE DONE DURING WET W EATHEK AND USE Or RUBBER TIRE
V Ell IC LES O V E R A B S O R PTIO N A R EA 15 P R O H 115 ITE D
8. IN 5 P EC TIO N W ELL 5 TO B E IN STA LLE D IN IN FILTR ATO RS AS REO U IR E D
SHEET
ISDS,
Sheet 3
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Sheet 3
Distribui
Lateral
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TO SEPTIC
TRENCH INFILTRATOR PLAN VIEW
(N. T. S)
DISTRIBUTION
BOX
(6 OUTFLOW
KNOCKOUTS
REQUIRED)
Distribution
Lateral
(Bends at
max. of 45
deg.)
SHEET
ISDS,
Sheet 4
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Sheet 4
ASPEN/PITIUN ENAONMENTAL HEALTH DEPARTMENT
Owner's Name
ISDS DESIGN CALCULATIONS
Parcel ID #
House Size (sq. ft.) ® (75 gpd, 100 gpd, or 130 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 1000
State Review Required? no
Perc Rate _(T)
Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.75
Q= 1750
Absorption Area (=Q/5 X SQRT perc rate)
I/
A = 1852.0259 sq. ft. of absorption area required
119 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 arc optimal:
A = 1296.4181 sq.ft. with 30% reduction for beds 926.01296 _7 °
84 gravelless chamber units with reduction 60
Type of system: []Absorption trenches []Absorption bed [] Gravelless chambers
[]Dry well []Seepage Pit []Other (type)
Minimum tank capacity 2187.5 gallons
SETBACK FROM WELL
# of feet = 160
SETBACK FROM POND, STREAM OR IRRIGATION DITCH
# of feet = 110
SETBACK FROM DRY GULCH
# of feet = 85
19
Printed on Recycled Paper
100
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OUTLINE OF
WALL BELOW
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SCALE: 1/8" = 1 FT.
QU
2ND LEVEL PLAN
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GENERAL NOTES:
I . THI5 PROJECT 15 DESIGNED IN ACCORDANCE WITH THE 1997 UNIFORM BUILDING CODE.
GROUP AND DIVISION OCCUPANCY 15 F.S.
2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD
AND REPORT ALL INCONSISTENCIES TO OWNER PRIOR TO COMMENCING WORK.
3. ALL WORK SHALL CONFORM TO ALL APPLICABLE LOCAL BUILDING CODES, ORDINANCES,
AND ZONING REQUIREMENTS IN EFFECT.
4. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT SHOWN ON
THE CONTRACT DRAWINGS. ALL WORK SHALL Be PERFORMED IN GOOD WORKMANLIKE
MANNER IN ACCORDANCE WITH THE CONTRACT DRAWINGS AND TO THE SATISFACTION OF
THE OWNER.
5. DRAWINGS ARE NOT TO BE GRAPHICALLY SCALED.
G. CONTRACTOR SMALL FURNISH ALL MATERIALS 'A5 5PECIFIED' ON THE CONTRACT
DRAWINGS BY TRADE NAME OR OTHERWISE. ALL SUBSTITUTIONS SHALL BE SUBMITTED
TO THE ARCHITECTiENGINEER FOR APPROVAL.
7. SPRINKLER SYSTEM TO BE INSTALLED IN ACCORDANCE WITH NFPA 130 REQUIREMENTS
FOUNDATION NOTES:
I. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRESS Of 3,000 PSI IN 28 DAYS.
PORTLAND CEMENT SHALL CONFORM TO ASTM C 150. AGGREGATE SHALL CONFORM TO
ASTM C33.
2. STEEL REINFORCING SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 PSI AND SHALL
CONFORM TO ASTM AG 15 GRADE 60. STEEL WELDED WIRE FABRIC SHALL CONFORM TO
ASTM A165.
3. FOUNDATION SHALL BE FORMED USING AN INSULATED CONCRETE FORM MANUFACTURED
BY ECO -BLOCK OR APPROVED EQUAL.
4, MAXIMUM FOOTING BEARING PRESSURE - 3,000 P5F.
ploxf-Isva •.... :..
I . THIS WORK INCLUDES THE COMPETE FURNISHING AND INSTALLATION OF ALL TJI JOISTS AS
SHOWN ON THE DRAWINGS, HEREIN SPECIFIED TO COMPLETE THE YORY,
2. MATERIALS: THE ORIENTATED STRAND BOARD (0515) WEB ENGINEERED JOISTS SHALL BE
FACTORY MANUFACTURED WITH STRUCTURAL GRADE OSB. LAMINATED VENEER LUMBER AND
ENGINEERED JOISTS SHALL BE MANUFACTURED BY TRUS JO15T OR APPROVED EQUAL. THE OSB
WEBS SHALL Be EXTERIOR GRADE, STRUCTURAL I. GRADE MARKED BY AN UBC RECOGNIZED
AGENCY. STRAND LAYERS SHALL Be INSTALLED WITH THE GRAIN ORIENTATED IN THE VERTICAL
DIRECTION OF THE JOIST. PANELS ARE ADHE51VE JOINED TO FORM A CONTINUOUS WEB
MEMBER. THE WEB SHALL Be MACHINED AND FIT INTO A GROOVE IN THE CENTER OF THE WIDE
FACE OF THE FLANGE MEMBERS 5OA5 TO FORM A PRESSED GLUE JOINT AT THAT JUNCTION.
3. ADDITIONAL DRAWINGS SHOWING LAYOUT AND DETAIL NECESSARY FOR DETERMINING FIT AND
PLACEMENT IN THE BUILDING ARE TO BE PROVIDED BY THE 5UFPUM DETAILS SHALL SHOW
REQUIRED WEB STIFFENERS, BRACING, BLOCKING PANELS, AND FRAMING CONNECTORS.
4. FABRICATION: THE ENGINEERED JOIST SHALL Be MANUFACTRED IN A PLANT APPROVED FOR
FABRICATION BY THE BUILDING CODE AND UNDER THE SUPERVISION OF A THIRD PARTY
INSPECTION AGENCY.
5. STORAGE AND INSTALLATION: THE ENGINEERED JOISTS. IF STORED FRIOR TO ERECTION, SHALL
BE STORED INA VERTICAL AND LEVEL POSITION PROTECTED FROM THE WEATHER. THEYSHALL BE
HANDLED WITH CARE 50 THEY ARE NOT DAMAGED.
G. THE ENGINEERED JOISTS ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND
MANUFACTURER'S INSTALLATION GUIDELINES. TEMPORARY CONSTRUCTION LOADS WHICH
CAUSE STRESSES BEYOND DE51GN UMTS ARE NOT PERMITTED. ERECTION BRACING SHALL BE
PROVIDED TO KEEP THE JOIST STRAIGHT AND PLUMB AS REQUIRED AND TO ASSURE ADEQUATE
LATERAL SUPPORT FOR THE INDIVIDUAL ENGINEERED J015T5 AND THE ENTIRE SYSTEM UNTIL THE
SHEATHING MATERIAL HAS BEEN INSTALLED.
ay
I . DESIGN LIVE LOADS:
FLOOR: 40 Per
5NOW: 70 P5F
2. STEEL GIRDERS AND COLUMNS SHALL HAVE A MINIMUM YIELD STRENGTH OF 96,000 P51 AND
SHALL CONFORM TO APPLICABLE UBC STANDARDS.
3. WALL STUD FRAMING SHALL SS HEM -FIR OR APPROVED EQUAL WITH A MINIMUM ALLOWABLE
FIBER 5TRE55 OF 900 PSI.
4. PROVIDE WALL HEADERS FOR OPENINGS AS FOLLOWS:
UP TO 6': 2 - 2'X8'
G' TO 8': 2 - 2'X 10'
8' AND OVER: APPROVED BY ENGINEER.
5. ALL METAL FASTENERS AND ACCESSORIES SHALL BE LOAD RATED AND APPROVED FOR THEIR
INTENDED USE.
AREA SUMMARY - HOUSE SF
FIRST FLOOR 1,254
SECOND FLOOR 930
SUBTOTAL: FINISHED AREA 2,184
BASEMENT -UNFINISHED 1,254
TOTAL: UNFINISHED + FINISHED 3,438
AREA SUMMARY - GARAGE
SF
FIRST FLOOR
872
SECONDFLOOR- UNFINISHED
46G
TOTAL:
1,358
PROJECT SUMMARY SF
HOUSE 3,438
GARAGE 1,358
TOTAL: 4,796
DRAWING LIST
Al
GENERAL INFORMATION
A2.1
ELEVATIONS
A2.2
ELEVATIONS
A2.3
ELEVATIONS
A2.4
ELEVATIONS
AS.I
FIRST LEVEL PIAN
A3.2
SECOND LEVEL PLAN
M.1
FOUNDATION PLAN
M.2
ROOF PLAN
A5.1
FIRST LEVEL FRAMING
A5.2
I SECOND LEVEL FRAMING
AG.I
I DETAILS
AG.2
I DETAILS
A6.3
DETAILS
AGA
WMDOWMOOKSCHEDULE3
G2.1
GARAGE ELEVATIONS
G2.2
GARAGE ELEVATIONS
G2.3
GARAGE ELEVATIONS
G2.4
GARAGE ELEVATIONS
G3.1
GARAGE FIRST LEVEL PLAN
G3.2
GARAGE SECOND LEVEL PLAN
G4.1
GARAGE FOUNDATION PLAN
04.2
GARAGE ROOF PLAN
G6. I
I GARAGE DETAILS
G6.2GARAGE
DETAILS
51.1
517E PLAN
51.2
1 517E PLAN
PROJECT INFORMATION
OWNERS
KEYSHA BAILEY d JOSEPH DEERY
(970) 945-7173
LOCATION
IAT 45, SOPRIS MOUNTAIN RANCH
TBD, OLD HERRON ROAD, BASALT COLORADO
DE5IGNER5/ENGINEER5
SGARA ENGINEERING
M. SGARAMELLA, P.E.
(973) 377-3033
JOSEPH DEERY, P.E.
(970) 945- 7173
SHEET
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-F'®b=26-01 05:59P 0
P.02
SAMUELSON PUMP CO. INC.
P.O. BOX 297
GLENWOOD SPRINGS
COLORADO Blow
February 26, 2001
Joe Derry
c/o M 8: M Construction
7264 Hwy. 82
Glenwood Springs, Co. 81601
FAX # 945.7801
Attn: Joe
WATERSVSTEM6
SALES. SERVICE &INSTALLATION
9{5.6009
On February 18, 2001 a well test was conducted on a new we)I on the
Derry property On Sopris Mt. Ranch. The following information was
obtained;
WellDepth -------------------------------------373'-0"
Casing size (tap) ------------------------------ 7"(steel)
Standing water level ----------------------------58'-9"
Drawdown at 10 gpm.......................... 299'-8"
Production Is----------- -------------10 gpm.
This test was conducted with a Gould pump Model 10EJ15 1 1/2 Hp.
submersible. The well recovered back to 134'-9" In 70 min. IF you have
any questions please call me, Raun Samuelson at 970-945-6309.
Sincerely;
`w-
Raun Samuelson
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WELL TEST REPORT
wen log oepol water tevet
Oariq stm.'Y.ri Drove Ocwn _
Pimp SWkfV �061 _ Production
T.mp.p�l ;/7 /Yi 10FV
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rMZMoM74WWUM
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GRAND JUNCTION [APORPORM
439 wpr,M A790104 9 Pw91110 (111"1808-76116 9 wa31 (970) 3e3-7838 • aRAee 94"1
— ANALYTICAL REPORT —
99-.1"d li� Samusl son Pump Co.
Glenwood Springs, CO 81602
M L M Conatruetign
5667
caulaw Nn .._ UM1Mwy Na _.. qm flr
Lab number 5667
Sample ID MRM Construction
water
DA"R.pww 2/26/01
Limits for Drinking Suggested
by Colo. Dept. Health
Arsenic(As)
0,000
ag/l
0.06
mg/I
Barium(Ba)
0.10
mg/1
2.0
0%9/1
Cadmium(Cd)
0.0000
eg/1
O. 005
mg/l
Chromlum(Cr)
0.000
mg/l
mg/1
Fluoride(F)
1.78
mq/1
4
mg/l
Lead(Pb)
0.001
mg/l
0.n15
mg/1
Mercury(Hg)
0.00000
mg/l
0.(+02
mq/1
Nitrate(N)
0.11
Mail
10.0
mg/l
.Salenium(Se)
0,000
eq/l
0,05
"/1
Silver(Ag)
0.0000
mg/1
0.0m
mg/1
Color Wo/Pt unit)
0
no official
pH
9.30
60 official
Conductivity425 deg. C
1110
umhos/cm
no 04ficial
Sodlum(Na)
231
mg/l
20
mg/l
Calcium(Ca)
2.7
Mg/)
no 04ficial
Magnesium(Mg)
3.7
mg/l
123
mg/l
Potossium(K)
2.9
mg/1
no official
Chloride(CI)
8
"/1
250
mg/l
Sulfate(604)
21.6
mp/1
250
mg/l
Phenol. Alkalinity(CaCO3)
59.6
mg/l
no official
Total Allcalinity(CaCO3)
550
Mg/1
no official
86csrbonats(HCO3)
521
eg/l
n0 official
Carbonate(CO3)
71.5
aq/l
no official
Dissolved Solids
824
eg/l
50v
mg/l
Hardness (CaCO3)
22
mg/l
200
mg/l
Turbidity(NTU)
46
1
Soron(S)
0.10
mg/l
no official
Copper(Cu)
0. 007
mg/1
1.0
mg/1
Iron(Fe)
0.01
eg/l
0.3
mg/l
Manganese(Mn)
0.003
mg/l
0,03
mg/1
Molybdenum(MO)
0.000
mg/l
no official
Ammonia(N)
L.25
mg/1
no official
Phosphate(P)
0.03
mq/1
nn 04ficaal
Zinc(In)
0.010
mg/l
5.0
mg/l
Total Coli4orm bacteria
0
col./
0
colonies/
SOOml
ROOmI
limit
limit
limit
limit
limit
limit
limit
limit
limit
Iamit
limit
limit
limit
Lab Dir., Brian S. Fauer
i7
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Parcel Detail • 0 Page 1 of 4
Pitkin County Assessor/Treasurer
Parcel Detail Information
Assessor/Treasurer Property Search I Assessor Subset Query I Assessor Sales Search
Clerk & Recorder Reception Search
Basic Building Characteristics I Tax Information
Parcel Detail I Value Detail I Sales Detail I Residential/Commercial Improvement Detail
Land Detail I Photographs
Tax Area I Account Number Parcel Number Mill Levy
016 R006954 246534401011 61.32
Owner Name and Address
BAILEY KEYSHA L
1301 OLD HERRON RD
BASALT, CO 81621-9196
Legal Description
SUB:SOPRIS MOUNTAIN RANCH LOT:45
DESC: AKA PARCEL 45
SECT,TWN,RNG34-8-87 DESC: PARCEL
45 TRACT OF LAND BEING PART OF E2
SEC 34-8-87 CONT 49.55 AC M/L BK 30
PG 54 BK 701 PG 683
Location
Physical Address: 1301 OLD HERRON RD BASALT
Subdivision: SOPRIS MOUNTAIN RANCH
Land Acres: I42.43
Land Sq Ft: 0
Section Townshi Range
34 8 87
http://www.pitkinassessor.org/assessor/pareel.asp?PareelNumber=246534401011 10/24/2006
M1
Parcel Detail is
6 Page 2 of 4
Property Tax Valuation Information
Actual Valu I Assessed Value
Land: 450,0001 35,820
Improvements: 11 882,6601 70,260
Total: 11 1,33L660
]1 106,080
Sale Date: 6/29/2000
Sale Price: 455,000
Basic Building Characteristics
Number of Residential
Residential Building Occurrence 1 Characteristics
Buildings:
1
Number of Comm/Ind
0
Buildings:
2ND FLOOR:
http://www.pitkinassessor.org/assessor/parcel. asp?ParceINwnber=246534401011 10/24/2006
Residential Building Occurrence 1 Characteristics
GARAGE DETACHED
FINISHED:
872
FIRST FLOOR:
1,254
2ND FLOOR:
930
UNFINISHED BSMT:
1,254
LOFT:
486
Total Heated Area:
2,670
Property Class:SINGLE
FAM RES -
I MPROVEMENN
Actual Year Built:
2001
Effective Year Built:
2001
Bedrooms:
3
Baths:
F2 --
Quality
Quality of Construction:
VG 12+13ASE
Exterior Wall:
STONE VEN
Exterior Wall:
WD SHINGLE
Interior Wall: IDRYWALL
Floor:
CARPET
Floor: JFWOOD
Heat Type:
RAD WATER
Heating Fuel:
GAS
http://www.pitkinassessor.org/assessor/parcel. asp?ParceINwnber=246534401011 10/24/2006
I;
IMPROVEMENT SURVEY AND PARTIAL TOPOGRAPHY
LOT 45, SOPRIS MOUNTAIN RANCH
A PARCEL OF LAND BEING PART OF THE EAST IOF SECTION 341 T 8 S, R 87 W, 6TH P.M.
COUNTY OF PITKIN, STATE OF COLORADO
REAR AND CAP - I
LS 114111 (END.) �
4 6 A GLO BRASS CAP
\ \�
GRAPHIC SCALE
100 0 50 100 200 400
CENTERLINE \'
PROPOSED ROAD O'�� \ \ `1 i \ 1
IN FEET) --
REBAR AND CAP
LS #14111 (END.)
1 inch = 100 ft.
TBP ELEV. 1000.00 \ - T I E TO THE SE Wk EC, 34
TOP OF CAP j I\\�� \,\\\\ 11 ' 1 \ S 47'43'24" E 98E.72'
REBAR AN CAP/
LS 019591 (SET) _
TYPICAL A30UND
BUILDING )IVELOPE
REBAR AND CAP
LS #15710 (FND.)
`REBAR AND CAP
LS #19598 (SET)
I'4.1,3'0.,
i
1
I
E
X297 66'
LOT 44
1
\� \ S ?O -.J'5'00"
\ \ NOTE:
IMPROVEMENT SUkvEY STAT NT
\ 1) BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF HEREBY `;TATE THAT THIS IMPROVEMENT SURVEY WAS PREPARED BY HIGH
\ S 60'46'54" E BETWEEN THE SOUTHEAST CORNER OF LOT 6 COUNTRY ENGINEERING, INC. FOR KEYSHA L. BAILEY AND JOSEPH P. DEERY
AND THE SOUTHEASTERLY CORNER OF THE PROPERTY. '
\ 2) THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, FURTHER NATE THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL
COVENANTS AND EASEMENTS OF RECORD OR IN PLACE. ON THIS GATE, FEBRUARY AND MARCH 2000, EXCEPT UTILITY CONNECTIONS,
ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN,
3) DATE OF SURVEY WAS FEBRUARY AND MARCH 2000. AT THE TIME THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY
OF SURVEY, GROUND COVER WAS TWO/THREE FEET OF SNOW. IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND
THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING
4) THIS MAP IS BASED ON A RECORDED PLAT AND CORNERS OR BURDENING ANY PART OF SAID PARCEL. EXCEPT AS NOTED. I FURTHER
FOUND IN PLACE. STATE THAT I HAVE EXAMINED THE TITLE COMMITMENT PREPARED BY PITKIN
COUNTY TITLE. INC. (CASE NO. PCT14269C2) DATED MARCH 3, 2000, AND
5) ELEVATIONS ARE ASSUMED AND BASED ON A TBM, A REBAR AND FIND ALL EXCEPTIONS TO TITLE THAT AFFECT THE SUBJECT PROPERTY ARE
CAP, IN THE NORTHEAST CORNER OF LOT 45, ELEVATION SHOWN HEREON T3 THE BEST OF MY KNOWLEDGE AND BELIEF.
EQUALS 1000.00 FEET TOP OF CAP. CONTOUR INTERVAL
EQUALS TWO FEET.
BY:
Tg'A R W
NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS
AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION
BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN
YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON.
REBAR AND CAP
LS #19598 (SET)
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