HomeMy WebLinkAboutpitkin.eh.264320101006 (1981)ASPEN*PITKIN
ENVIRONMENTAL HEALTH HEPAR T
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Ow r e r 17Qut l u ev Ks None No. `311—?-rS —02-31
or��c i-7 —.2 Vel --z'v33
ftnc'r f s Ma.iiirg AddreFs fj3 f� Pay c�Kl�.,( D#^. Pei
Contractor "WAY_Sew MF Phone No. gz'7.3 > �?
Address ,Bow 103 _ gds. t
$ystcm' S Con.'lrF'.^.tC'"" Name –.Y
Address
LEga.�. ilLscriptior_ _f.oT- ti- �It 3 1' G, -Z-k�ieflSfJ_� ' I/�'fd�tC�Sc O' i'�S%oxJ
Lot Size _ V- a c.0rS Type of wilding by Use— X-6,Aftc-(- —
Number of fiEdrorrfiz. Type of Water Sup: ly Wl GL[Y�
Ov'rner' s Signature �''��~� Date_0
PLOT PLANT: ATTACIMF- AS REQUIRED
4: * 4: -k .44 >< �e vk )k f � � ► k !c )k >k * # * �: ai �e � >tc � .* ,k * * ;�c x k k k k � a< k * je � . k ;< k :je
Type of Indici.dua1 Sewage Diaposal System ��1��TIAtLY�JNEO L� B -)
Type, o'f Soil or So il Uia ssif ica t ion _C>Ir,-T •T6 aLA Z1A1 4LA%" De Vofee /ec-njyr)
Proximal Loca ;: -Lon of Bedrock
Proxi-_mal Location of rreund Water Table
_ ,gAj ? FT
)K* •k a- i ? )I y1•**4
Percolation_ fest Daze'xo SrV _ Minute i per Inell.
14i.inir,l�a.m Recommended - - --=w Sy stein Size- C/)77 EVA '-0��.�PJ&71a
Minimi. -roil R ;cow,.7rendr d Tank Size 1�-)00 c.������ LC✓1_���1--PllqlijL___------- .
Special ^ondi.tions of Issao:
NOT ICE
When prope•iv sirnod fear !`isoP-c h, •l,4 a;_iieat'ic r.
beep es yc�r ; atmit. An,)!irnri,i.: 4s;ioi o— ya.,r ;..;.r.
date. if an in71+iduat sc.+•e^,s �•^�n�•n! c. -r—' " is..uu:i
`.u;' trrp-!"v vn whim ,o i•u:.d;ny p•tr,nir hot �ear•i
i,eus" Zhu .r'JitiieJ31 :i` .grg Ca:rc-..1 p5r r.if Vi&f
9^pir4 12C da", arrer its iss1;�Co y, has
not bean corir)en-ed. Any ^n ;n gr PI -4 -7r a�xe:d-
f'ic'I2ir`ns 8"29! :f'9 ^•)ri'ii: i,d% haPr, Iln idU )t1VdiWaTHY
the ,)rr^'12, mnfev apptO�Af i9 Ya(.1 rA'i frvm tf-P Ha, -ft"
n Offkrtr fof such ch3nyes.
Appi- :ved foi� issuan_ce B,
ri'Ivrt1, IN, I' �;�''!'�!lh i�r,r;�OV[�7: G Da
(D
�/ _
(Ef7 91-CePr-lAri 60-0,rll / �;,i. D. 6/80
130 South Galena Street Aspen, Colorado 81611 303/925-2020
�01
SUMMARY SH[ ET
Soil
Location—_ aceadam.,
Boring No '.__ Depth--,
sc;rwle No._ I
Natural Water Content (w)--21.
Specific Grovity (Gs)
;SIEVE ANALYSIS:
Sieve
/211
3/4;1
1 /2
100
200-
HYDROMETFR ANALYSIS,
Grain size (rpm)
91
Test
Dote
Test by ' X -Ir
In Plcc,, Uensity
Plastic Limit
Liquid Limit L. L
Plasticity Index
Shrinkage
Flow Index,
Shrinkage Ratio
--- /6
Volumetric Change______516
Lineal Shrinkage _._2-%
MOISTURE DENSITY: ASTM METHOD
Optimum Moisture Content - w°.., -- !Yb
Maximum Dry Density -7cL—_,-pcf
California Bearing Ratio
Swell- _Z
Swell aqainst,&AZ-psf Wo 9oin_Z&j0_%
BEARING:
Housel Penetrometer
Unconfined Compression (qu)--Psf
Plate Bearing:_- - ---psf
Inches Settlement
Consolidation% under Psf
PERMEABILITY:
K tat 2CPQ
Void Ratio
Sulfates PPM -
LINCOLN-DeVORE TESTING LABORATORY
SOIL ANALYSIS I COLORADO SPRINGS, COLORADO
C7
PIT KIN COUNTY ENVIRONMENTAL HEALTH
Field Test Data Sheet on Percolation Test
PROPERTY OWNER kZ 6A PHONE
MAILING ADDRESS
LEGAL DESCRIPTION OF PROPERTY
4 1,2 -
LOCATION OF TEST HOLES
Three (3) test holes required per system
Test Hole Depths (24" minimum) 3
Diameter of Test Holes
Water remaining after 8 hour soak .26
TEST HOLE No.1
TEST HOLE No. 2
TEST HOLE No. 3
43F
Drop Time
.37L
Drop Time
q3
Drop Time
r� i �'/� 3 j 2_
�3i '
11Y- '13 7
1
oq
+ 'Y
Percolation Rate Each Hole
Average Rate /rJ
Comments on soil or site: C`Y c4v
Signature Date
�� /S" -d
C&E* Mc 190
e
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G'hAD�'
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i
IIS �
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Gl/�ST� ABUT/DN P/s"�
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3 4,
Prr� TD r Al
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ley Dh/11%CfC', 4t? f1,a
AIA5, 45V
!Tr � ` ,. �./,�,.% <i'd . r - -,� �____ , —
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Ofr�///Nf GE /'1�i'<9Y fiil'D�`i' 8�1J
(-5 C.. 7/ 9/'V /`7 T
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e9ly 494:WY11144 J/�I"
GF eZ49 C.` FIIF YDTE 9
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1i I
1. All r,aaceriais, installation practices, setback requirements, etc.
to conform to Pitkin i.ounty Individual Sewage Disposal System ke-
gulations.
2. travel shall be 1/2" to 1 1/4' washed gravel
or equal
3. Sand shall be U.�) to 1.0 rrrrn grain size
- 4, t,ecoriu:lended seeding.
blue Grdss @ 4 to b lbs/1000 sq. ft.
brush Willows @ 3' - U" centers
Russian Olive is Vii' = 0" centers
6. The liner scall be placed in a runner which will prevent injury due
to scuffling, perietration by foreign objects, or distress from rough
subgrade.
u. Provide adequate surface water diversion to assure haat run-off
does not enter tree Evapo-transpiration bed.
7. Tne location of the ET bed shown on the general plan is only
approximate. The actual location of the bed shall be adjusted
in trie field so the ved runs parallel with the ground contour
in the area. In no case shall the bed be relocated such that
any portion of the bed, including sides, is placed in fill or
does riot meet setback requirements.
u. It is recorakierrded that tiie owner install low water use fixtures
such as 3 gallon flush toilets arid low water use shower heads
to reduce hydraulic loading on the ET bed. The owner should also
note that this syster�r is not designed to handle any wastewater
from a not tub.
'j. after the beu has peen excavated the engineer shall be notified
so brat it can be confirmed that tine only area requiring lining
is on the downhill side of the bed.
10. The engineer and Pitkin County shall be notified when construction
cmmien►ces and kept abreast of the construction progress so that
sufficient inspection can be performed to assure conformance with
Lrrese plans.
uesigr. Criteria
Flow: 3 �edroonis X L Persons/3edroom X 75 gpcd
= 45U gpd
area = F X L F = 450 gpd
S L = .9 with aerated tank
S = .16 because of location: on north
facing slope
4bu X .9
.l4
2t)UU sq. ft.