HomeMy WebLinkAboutpitkin.eh.272909203001 (1999),ASPEN/PITKIN ENVIRONMENTAL HEALTH DEPARTMENT
ISDS DESIGN REQUIREMENTS -DEPARTMENT USE ONLY
Name copenhaver
House Size 1,200 (75 gpd, 100 gpd, or 130 gpd)
#of Bedrooms, Similar Rooms accessible to baths in Main Residence
# of Bedrooms, similar rooms w/ access to bath in ATTACHED caretaker
# of Bedrooms & Similar Rooms w/ access to baths in DETTACHED caretaker
Average Daily Waste Flow 450 # bedrooms X 2 people/br X 75
State Review Required? no
Perc Rate 16 (T) 3 equals # of Perc Holes Required
Design Flo w (Q) = P bedrooms X 2 people/bedroom X gpd X 1.75
Q= 787.5
Minimum tank capacity
Absorption Area (A== Q/5 X SQRT)
984 gallons 1, O o d
A = 630 sq. ft. of absorption area required
4-1 infiltrator units without reduction
A maximum 30% reduction is allowed for use of deep gravel or gravelless chambered system.
441 sq.ft. with reduction
28 infiltrator units with reduction
AREA NEEDED FOR STANDARD ABSORPTION TRENCHES
210 630 Total sq ft /3 =lineal ft of trench needed
75
3
4 210 lineal ft/assumed trench length of 60ft = # of 60ft trenches needed
3 # trenches minus 1 = rows of 6ft wide undisturbed soil between trenches
12 4 times 3 = total width of of 60" long field needed for just the trenches
18 3 times 6' = total width of 60' long field needed just for undisturbed soil
30 width of trench +width of undisturbed soil = total width needed
30 by 60 ft is the area needed for a standard absorption field in a trench configuration with no
reductions taken and ASSUMING AN AVERAGE PERCOLATION RATE OF 16
SLOWER PERCOLATING SOILS WOULD REQUIRE MORE AREA.
SETBACK FROM WELL SETBACK FROM POND, STREAM OR IRRIGATION DITCH
# of feet = 100 # of feet = 50
SETBACK FROM DRY GULCH
# of feet = 25
Remember: 8 feet of additional distance for each 100 gallons/day of design flow over 1,000 gallons/day
should be added unless an RPE can verify that it is not necessary to prevent contamination.
1/20/99
Printed on Recycled Paper
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Name:
I J ID#:
Date Person Spoken To
L -1& 3 - Y$'
As _, Pitkin Environmental Health Departme.
Contact Log Sheet
Address:
Comments / Action to be Taken
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2721-092.-03-06r
Initials (Time
7
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MAY— 5-9'9 WED -12--`l COPEMHA VER . P - 02
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MODEL #K4028-41-1072 SQ. FT. -3 BDRM-2 BATH
40'
ARTIST'S RENDERING
TYPICAL ILLUSTRATION SHOWN
5HS-414
STANDARD FEATURES INCLUDE:
• Wood Sided, Painted Exterior
• 16' Open Dormer
0 Tackstrip Carpet with Rebond Pad in All Living Areas
Oak Cabinet Boors in Kitchen and Baths
• Deluxe Trim in All Living Areas
THE IYEiW GE1YERATI0IY OFAFFORDABLE HOUS11YG
Ay- 15-9-9 W E D 12 3 C O P N H A V E R P_@ G 1
MAR 17 '97 03: <31PM MASON � � ,J}'2SE CARh4NDPJ-F- � . F. I' • , •� 1
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Go DIVISION OF WATER RESOEu
�r . S18 Centennial Bldg., 1313 won"an st., Danver, col o , d OCT 2 669
RE
CEiV D pEFiMIT App�ICA IT ON._Fo.�u.+ WATER MWJKU
Application MULLWArcA
be completa where ( 1 A PERMIT TO USE Gi'1dUN0 WATER RIS � ;J�, P ��
applicable. Type ar}� Q l ) A PERMIT TO CONSTRUCT A WELL
t9�
print In BLACK FOR:( ) A PERMiT.TO INSTALL A PUMP W-;5247. I Q
JU& No overstrikes WATsA i0ow-0 7 _
or erasures unless STATE P4040i ,AEPLACEMENT FOR NO. , , c��r
initiiiad- +�41D. (. ) OTHER C
WATER COURT CASE NO. O, Nf=I ,
{' •
NAME `
STREET
V &2 3-_
CITY_ ��} (ziol
TELEPHONE NO,
er. —
- ma
CounCy�
N -X of the —ALW—.....,— %. Section •��—
1N,l1 ' tS.Vlq
X31 WATE USE AND WELL DATA
Proposed maximum P(MPIng rate (qpm)_—
Average annual amount of ground water
tq be appropriated (acre-
feet): -831M
Number of acres to be irrigated: • 1 ' .
Propdwd total depth ifeet): O
Aquifer groundwater is to be obtall+ed from.
pwner'c wbll designation:
UND WATER TO IiE
( ) HOUS0401-0 USE ONLY • no.Irrigation (0)
(x) DOMESTIC (1) ( ) INDUSTRIAL :51
( I ER)CPA )COMMCAL(4) ( MUNII(8)
( ) OTHER (9)
DETAIL. THE USE ON BACK IN 01)
`-;aMW
Street
City
• I utas I P
_Telephone No...r. _ Lib. NQ.
FOR OFFICE USE ONLY: !�EJOT j�E IN -THIS COLUMN
Receipt No. L� a�•'�/) Lai_ /
This wail shall be used In such a way as to rains
no material injury to existing water rights. The
_;,J war+co•of the permit does not assure. the applicant
that no injury will occur to- another vested water
right or preclude another owner of a veered water
right from seeking relief in a civil court Wien.
70 0 -'V 4 7eI � :�-0
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IDg
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3) APPROOVV$D WIR A WATI°N I 50 ;MET FROM THENOM
O 0l LIN$N LINE AND 1400 A)'R. i FROM THS WEST
PAP L1C�Tj,QN APRRO (=D
PFRM)T NUMBER/-- - •--
r M
DATE ISSUE!]
6X RATION DATE
•
MAY— 5-99 WED 12* COPENHA'�ER
(5) Yt-tE 14CATIQN OI= THS PROP EQ VVEI.I, and [hears on
-which tho
water wits bQ used must hs jndfca>;ed on the diagram below.
Use the CENTER SECTION (1
see ion, 648 acres) for the well Iocadon.
y-
{t11AiLE, 6284 FEET L�}I
gECTION t•i
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souTtt SECTION LINE
The scala of the diagram is 2 inches � 1 mild
- E xh small square re resents 40 acres.
WATER EQUIVALENTS TABLE (pounded Fiyuresl
An acro400l eov,jr! 1 ace! of land 1 fOOt delP
1 cubic foot var scwnd (tfs} . • , a49'pallont per minus! t ,
A'Arn'ly Of 3 will requlr!
water per year,
approximately 1 acre -font of t acre-foot , , , 43,$64 eub7C feat ... 325p
1.000 Spm DuR+ae! . (rs
oyor one Clay producas 4.42 acre•t!!t.
10) LAND ON WH10H f -m I1►rn a.1-- L---- -
.rnerfs): -'Lj&d
:)al d•sViptlon;
1) �l
yiiem 10 fay u1u
r Y i i ca
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(s) E[ L n a OC;�T x
by dlatancp iro section tines. Q r.
cD lP.1 r rJ4�
ft. from sac, lint
t^oriel 4r 1r ••
�--�� ft. from
lull or,N<al sac, line
SUBDIVISION p
(7) H k
L Ord
Owner:
No, of acres
Will this be
the only well on chis tfactl,_1 �
(8)P P A I G P p M
Plaln lasing
In. from Q ft, to d
-- 14. from �f7• to
Perforated casino
In, from S ft, to ^l o
in. from--. ft. to—�.V -�... i.
(9} R EPLACEMENT ELL
h -' distance
and dlrectlon from old well and plans tloFplugglny
rt:
r
1rV4
No, of acres:
of the use of Around water: Household use and dometrtle wells must indicate type of
disposal
2) (UllffLWA_
Type or right
_.�. /-A
... 1-1 --1uv4nS welis, t_,ive Regiati-Oon and Water Court C85e Numbdrg-,
Used for (purpose)
beseription of land on which used
)} THE APPLICANT{S} .STgTE{ THAT THE INFORMATION SET FORTH HEREON IS
TRUE TO THE 136f �F' HIS$4OWLED.GE
NATURE OF AFP
t r['.aNrfsl :S
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0 B & R
Septic, Rooter & Jetting Service
1555 Hwy. 133
Carbondale, CO. 81623
963-3814 920-2059
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GS -46 QUICK VALLEY PRINTING INC. - GLENWnnn saaiNr..¢ cn Rtaro Ods4A9M odx� eo o
QUAN. I DESCRIPTION
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Mr. & Mrs. Tom Copenhaver �.
299 Prospector Trail Fhb
Marble, CO 81623` c —
MCI, LQI
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