HomeMy WebLinkAboutROBIN HILL #2 Block 5 Lots 3A & 3B Plat# 93-138 S-9452
MUNICIPALITY OF ANCHORAGE
MEMORANDUM
DATE:
October 28, 1993
TO:
Department of Economic Development and Planning
Zoning and Platting
THRU:
FROM:
John Smith, P.E., Program Manager,' On-site Services
Department of Health and Human Services~6~;~
Robert W. Robinson, Civil Engineer, On-site Service~/~
Department of Health and Human Services
SUBJECT:
S-9452: Robin Hill Subdivision
Amended Comments
Sufficient soil/percolation information has now been received
showing that both proposed lots have an adequate area for the
original and two replacement on-site wastewater disposal
systems. These areas must be identified on the final plat.
The subdivider has revised the lot subdivision by dividing the
one lot into two lots by. an east/west lot line dividing the lot
into the north half and the south half of Lot 3.
RWR/ljm
PERFORMED FOR:
Municlpallly of Anchorage ' ...
8~5 "L" Street, Anchorage, Alaska 99502~0.
SOILS LOG -- PERCOLATION TEST ~._¢/c~¢~ ... ~,~ I
,,, ,,,,~ q ~;~.., ....... ..- ~_
...' ~.o~t,o ~lU._-.l:~ 9_.
LEGAL DESCRIPTION: ~[~J/-'- ~ ~) [_.o"-r .,~
1
2.
3-
4
5
6-
7
8
9
10
11
12
13
14
15
17
18
19
20
'" '~OMMENTS Jk,J'D
Township, Range, Section? ELOPE
WAE GROUNDWATER J~O ' "'
erm~ Nat' "' 'l~apth to
Reedlng Date Time . Time ":'"' Water Drop
, .. !. .
'3 e/z~ ~lO :~o . ~'//~"
"'
PERCOLATION RATE /CJ (O .:{mlnute~/inch} PERCH.OLE DIAMETER
TESTRUN BETWEEN ."7 'FTAND '-~' ~ ,FT "%,
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON This OA?~ DAT~ /~/~/~ ~- '
72-~8 (R~. 4/~) '
PERFORMED FOR:
^. .
Township, Range, Section? ~]~ , ,,
SLOPE
MUnlClpallty of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
· .8,25 "L" Street, Anchorage, Alaska g9502.-0650
SOILS LOG -- PERCOLATION TEST
,4,.J ... _, &
, \. ' I'J'1/.~fl'
ii.
~. S tpE- ~
WAS GROUND WATER
· · , ,' 'ENCOUNTERED?
4
5
6
7
IF YES, ATWHAT ' ~ "
DEPTH? · P'
~onlLorlnD? Da
11
12
Grins Net ' ,: Depth to 'Net
Reading Data . Time Time ...':. 'Water Drop
13
14
15
16
19,
PERCOLATION RATE I~-"C) (minutes/inch) PERcH.oLE
TESTRUN BETWEEN '-7 FTAND -'~/"~" FT'' I "~'
PERFORMEDBY' ~ ~~ ,, I ~ ~~ CERTIFY THAT ~HIS, TESTW~P~ORMEDIN
AcooRDANCE~,iTHALLSTATEANDMUNIoIPALGUDELINESINEFFECTONT~I~DAT~ DAT~ /~/~ ~- '
k~Jt¥.')} '.. DEPA.R,T.MENT OF HEALTH & HUMAN SERVICES (~
PERFORMED FOR: HiE~ E~IM DATE'PERF Z
L~AL D~SC.,P.,ON: g~ ~ O ~m ~ Township, Range, Section?
5
7
l~rc' 8
lO
1:2
13
14
16
18 -
20~
8LOPE
', j q ~'/" WAS GROUND WAY
~ ~../ .~. ' ENCOUNTERED~
. . IF YES, AT WHAT
DEPTH?
Oepl~ I~ Water Afl~r
Reading Date Tim! Time .... '"'. Wltll~ DI'Op
PERCOLATION RATE'I
TEST RUN BETWEEN -~' , FTAND
Municlpallly of Anchorage "'
"' DEPARTMENT OF HEALTH & HUMAN SERVICES
.8.25 "L" Street, Anchorage, Alaska 99502-0850
SOILS LOG -- PERCOLATION TEST
,, .. -
PERFORMED FOR: ~'~I. [~ ~ ~,~"11 ~,,,~
... ~..o ~,o H~u-~
LEGAL DESCRIPTION: ~-' ~' , ~ ..-3 .. Township, Range, Sectl0'di'
..... SLOPE
1
2.
4
5
6
7
1:2-
17'
18.
20.-
/
~L'~-~ ~l{.. WAS GROUND WATER ~;'"[O "'
· . .' 'ENCOUNTERED? '
S
A "' L
IF 'YES, AT WHAT ~.1 ' '~ x v 'O
p.
DEPTH?
" (]rOll Net ' " ' ~)epth to 'l~,t
Reading Date Time Timm ..;" ' Wet~ Drop
'l
'?.
72-00~} (Rev, 4185)
Alaska Water Wastewater Services
"Preserving the Last Frontier"
Mike Benjamin
3350 East 40th Ave.
Apt.~ 1
Anchorage, Alaska 99508
Ref: Engineering Report for Lot 5, Bk 5, Robin Hill ~2.
Dear Mike:
The following is an evaluation of the subject properties
suita~'iliby for on-site well and septic system,
I. SOILS:
A. Soils, Lot SB: Attached is copies of the test hole
data collected for the soils on the property. Five holes
were dug on ~ ~* ~,~,Tm ~nd the soils encountered were very.
poor. ~eSt holes ~i, & ~2~ ..... ~ - d ~4 which not
suitabl~-:-fo~ on-site septic systems. A percolation test was
'not done in hole ~5, however, the soils visually appeared to
be very tightly bonded , and impermeable. The soils
encountered in hole ~4 were suitable to a depth of 7 feet,
and perked at a rate of 5.3 minutes per inch. Below 7 feet,
the soil was impermeable. This dictates that the system
will have to be very shallow in order to maintain a 6 foot
separation distance from 'this impermeable layer, per M.O.A.
regulations. Due to the shallow depth of the system, it may
be necessary to 4 ..... izf~ station since the drainfield
will likely be higher in elevation than the septic tank.
The soils encountered in test hole ~6 perked at a rate of 60
minutes per inch, the slowest percolation rate allowed by
regulation. In short, the soils in test hole ~6 are
minimally acceptable, and it may be beneficial to search for
better soils to the north prior to installing your septic
system. No groundwater was encountered in any of the test
holes. The ~o~ls encour~'er'~d c4io~'a¢'~ ~ha~' a t'eser've are~ of
development'. No roads, or structures may be constructed in
~his area. Zn addition, your ~ell muse be lO0 feet a~ay
from the reserve area. ,
. 4.~..
~lthough ~ encountered marg2nal so~ls on lot 3B ~t is my
belief that suitable pockets .of soil exist a~ong the wes~
porb~on of the property beoause of the faob that lots 5, 6,
7, 8, & 9 of Mountain Park Estates Subdivision are ~11
located ~n close proximity to the mest property l~nes of
Zots ~N, & 3B of the Robin H~iZ ~2 Subd~vis&on.
T,-lonh .... l~'qv ~R_~94Fi ~ R471 l~rnnkridge Drive · Anchorage. Alaska 99504
8. Soils, Lot SA: Two test holes were dug on lot SA.
A percolation test was done in hole RS, and it perked at 5.4
minutes per inch. A percolation test was not done in hole
~7, since it was only dug to verify the extent of the soils
encountered in hole ~5. The soils in both holes were
excellent, nor was there any groundwater encountered. 7Y~e
per'ool~Sor~ ~-es~' c~c~'~'~ ~'t'~a~' ~ 10,000 f~2 r'~r'v~ ~r'ea be
desSgna~'ed for se'p~'Sc sys~'~m developmer~'. No roads or
structures may b~ constructed ~n th~s ~r~a. Furth~rmorB,
your we~'l must be LO0 fe~t ~Nay from ~t.
II. SURFACE WATERS: There are no surface water within 100
feet of the proposed septic system reserve areas. There is
a large pond on Lot 5, Block 4, Robin Hills ~2 Subdivision,
which may drain below the ground surface of the subject
property, however, I have never seen any water running on
the ground surface.
III. DRAINAGE OF PROPERTY: Based upon the topographical
map prepared by Karabelnifof'f Surveying, it is clear that
all of the property drains towards the pond located on lot
IV. NEARBY WELLS: I have prepared a 1"=1OO' site plan
which shows the general location of all wells within 200
feet of the septic system reserve areas. I have physically
verified the general location of these wells, and am
convinced that there are no concerns regarding separation
distances.
V. NEARBY SEPTIC SYSTEMS: See the site plan referenced in
the proceeding paragraph. By locating the wells for lots
3A, & 5B on the interior portion of the lots they will be
much greater than 100 feet From any of the nearby septic
systems. In short, there are no concerns regarding
separation distances from the wells on your property to the
septic systems on adjacent lots.
If you or the Municipality have any further questions,
regarding the suitability of the subject property for on-
site well and septic, please contact me at 557-6179.
Sincerely, ./
J .E., M.S. '
Ow~e¢ ff / Consu l tart
JAG/jag
Benjaml.wps
~o'~,,_ ¢-~--.~.~ ZoO
LoO,~'~O~
~o~,~J 14~LL ~ ?-.~ ~L ~j LO'T-
Please check or fill in the following:
1. Comprehensive Plan-- Land Use Classification
~ Residential
Commercial
Parks/Open Space
Transportation Related
Marginal Land
Commercial/Industrial
Public Lands/Institutions
Alpine/Slope Affected
Industrial
Special Study
2. Comprehensive Plan'=- Land Use Intensity
Special Study
Dwelling Units per Acre
Alpine/Slope Affected
Environmental Factors (if any):
a. Wetland
1. Developable
2. Conservation
3. Preservation
b. Avalanche
c. Floodplain
d. Seismic Zone (Harding/Lawson)
D. Please indicate below if any of these events have occurred in the last five years on the property.
Rezoning Case Number
Subdivision Case Number
Conditional Use Case Number
Zoning Variance Case Number
Enforcement Action For
Building/Land UCe Permit For
Army Corp of Engineers Permit
Legal description for advertising.
L -L ¥ z. cc4c
I-tILL. JUBD, b;F T HO, Z
F. Checklist
30 Copies of Plat ·
Reduced Copy of Plat (8 Y2 x 11 )
Certificate to Plat
Aerial Photo
.Housing Stock Map
Zoning Map
Water: J' Private Wells
Sewer: //'"/ Private Septic
Fee
Drainage Plan
Topo Map 3 Cop~es
Soils Report 4 Copies
Pedestrian Walkways
Landscaping Requirements
Community Well
Community Sys.
Waiver
Public Utility
Public Utility
MUNICIPALITY OF ANCHORAGE
COMMUNITY PLANNING AND DEVELOPMENT
P.O. Box 196650
Anchorage, Alaska 99519-6650
PRELIMINARY PI. AT APPLICATION
A Please fill in the nformation requested below. Print one letter or number per block.
1. Vacation Code 2. Tax Identification No 3. Street Address
OFFICE USE
REC'D BY:
4. NliW abbreviated legal description (T12N R2W SEC 2 LOT 45 OR SHORT SUB BLK 3 LOTS 34).
EXIS'rlNG abbreviated legal description (T12N R2W SEC 2 LOT 45 OR SHORT SUB BLK 3 LOTS 34) full legal on bacx 0age,
', I I I--r- :'i --:': .... ~- -~- -I~-~--~
6. Petitioner's Name (Last - First)
City [~ )~iCI~(),~J~; (F: State ~.-
7. Petitioner's Representative
', ~[O!F i~
City /'3,, I"-f(-- -( ~ Stale )-') lC
8. Petition Area Acreage
9. Proposed 10. Existing 11. Grid Number 12 Zone
Number Lots Number Lots
, -i ' ! ' ,-
t3. Fees
14. Community Council
I hereby certify that (I am) (I have been authorized to act for) the owner of the properly described above and that I des:e to s~od~vtoe ,t :n,
conformance with Chapter 21 of the Ancborage Municipal Code of Ordinances, I understand that payment of the oas:c suecr,'=s,on 'ee
nonrefundable and is to cover the costs associated with processieg this application, that it does not assure aoproval of the subdu4~s~on.
understand thru additional fees may be assessed if the Municipality's costs to process this application exceed the basic fee. I fun, her
understand that assigned hearing dates are tentative and may have to be postponed by Planning Staff, Platting Board. P!anmng C 3mmm:s,on.
or the Assembi;/due to administrative reasons.
Signature
'Agents must provide written proof of authorizal~on.
October 6, 1995
Alaska Water ge Wastewater Services
"Preserving the Last Frontier"
RECEIVED
OCT 8 1993
Municipality of Anchorage
Dept, Health & Human Services
Municipality of Anchorage
Department, of Health and Human Services
Division of Environmental Services
On-Site Services Section
P.O. Box 196650
A/nchorage, Alaska 99519~'~6650
Attn: Robby Robinson
Ref: Subdivision of Lot 53 Bk 5, Robin Hill 82~
Dear Robby:
As per our telephone conversation regarding the subject
property, I agree that the reserve areas for the septic
systems should be shown on the drawings~ I am sure that the
surveyor will be glad to comply. Regarding the suitability
of lot 5B for an onsite septic system, I believe that we
will be able to work with the soils on the western portion
e'F the lot. If it turns out the soils are too.marginal, or
the system is too expensive (because of size), we always
have the option o'f using the eastern portion o'F the lot.
However~ this would require that a lift station be
installed~ The soils tests done on lot 5A indicate that the
soils to the southeast are very good. No soils tests were
done on the northeast portion of the property~ but it is
reasonable to assume that we will find similar soils along
the same contour lines near the northeast. It is my
recommendation that the surveyor configure the property line
between SA and 58 so that only minimal area is provided on
lot SA to meet the reserve requirements and provide room for
a house. This will ensure that there is another option for
onsite septic on lot
you have any question, please call me a 337-,,6179.
Sincerely;
Ot,~ 6 e ~//Co ns u ]. tan
:)'AG/jag
ben jaml'l. ~ps
P.E.. ,
T~lenhnne - Fax .8BR-.q246 · 8471 Brookridge Drive · Anchorage, Alaska 99.504
e 987:3383246 10/06/95 23:55
Alaska Water gc Wastewater services
.October 6, 199~
P.02
the ~st Frontler,.)~', ...~..
',' . '; ,h... · 'p. ' /' '~. D'~'.:~,~
:'Department ~f Health,and 'Human Sa~icee .',..
D~vis~On o~ Environmental. S~rvioes. ,...
On-$~te Services Section.
P.O. Box 196650~-
~nchorag~, Alask~ ~9519-6650
Rtg~ Robby'Robineon
.. .. .-~ , ., ~.~,. ....
~s per our telephone conversation reg=rdin~\',.
property, ! agree ~hat the .reserve areas f9F 'the
systems should be shown on the drawings.. ,! a~,sure.~rn
surveyor will be glad to comply.. Regarding
of lot ~B for an onsite septic system,.I believe~that:~
will be able t° ~ork with the soils on the Nestern'p~r~i
of the lot. If i~ turns out the soils are too.marginal,
the system is too expensive (because of size),:~e
have the option of,using the e~etern.portio~
However,' .this ~ould,,. require .... that a.;~,
installed. The so£1s'.teSts'don~?Oh
soils to the southeast, are'verY'."good.-/Ne so'~ls, t~si
done on the northeast portion 'i. bf' the '.p?ope~y,
reasonable to assume that we will find similar
the sams contour lines near..the northeast'; ~t
r~commendation that the surveyor configure ~he..property
between Sa and SS so that only minimal area ¥is provided.'.
lot SA to meet the reserve requirements and pC~vide;~?opm
a house. This ~ill.lensure ths~ there
you have ues{ n';'pleGse.'call
Sincerely, .- ..
' .' '~. "I. '.'.'. ' "~! ~ '"
Telephone-Fax 3S8-$2¢6 · 8~?1Brookrid~e Dr{~e · Anchorage,
Alaska Water 8C:'Wastewater Services
" "Preserving the Last Frontier"
J-une 16, 1993
qike Benjamin
3550 East 40th Ave.
Apt.~ 1
~nchorage, Alaska 99508
Ref: Engineering Report for Lot 5, Bk 5, Robin Hill
Dear Mike:
The' following is an evaluation o4 the 'sub'eot properties
suitability for on-site well and septic system.
~. Soils, Lot SB: Attached is copies of.the test hole
data collected for the soils on the property. Five holes
were dug -on lot 5B, 'and the soils encountered were very
:'. poor. Test holes ~1, & ~2, encountered so±is which were not
suitable for on-site'septic systems. ¢~ percolation test was
_'" .'i':. not done in hole ~5, however, the soils visually appearbd to
--- be very tightly bonded and- impermeable. The soils
' ':' ' encountered in hole ~4 were suitable to a depth of 7 feet,
. 12'" i' and perked at a rate o4 5.3 minutes per inch. Below ~ feet,
' the soil was impermeable. This dictates that the system
. will have to be ve. ry shallo~ in order to.maintain a 6 foot
separation distance from this impermeable layer, per
regulations. Due to the shallow depth of the system, it may
be .necessary to install a li'ft station since.the drainfield
· will likely be higher in elevation than the septic tank.
' The soils encountered in test hole ~6 perked at a pate of 60
'-:;-. - minutes peP-' inch, :the slowest percolation rate allowed by
,.':"'.'"' ....... regulation. In short, the soils in ' test hole ~& are
''?:'!'.;':~-':..7" minimally acceptable; and it may be beneficial' to' se'arch for
--...? better soils t6' the north prior to installS.pt your seft'ic
'.:...)..!:;; system. No groundwater was encountefed in any of..'the t.est
' . ' ' l'O', 000 f~.2 be r,eser't/ect o/~ t'hw ' lot' for' sep~'ic'
: dwt/olo, ome/~t,', No roads, or structures may be constructed in. ...
this area. In addition, your well must be 100 fee~ .away
.. .... ¢,rom the reserve area.
... Although I encountered marginal soils on lot 3B it ~s my
. ...r.:.~:...~ ']] belief that suitable pockets o4 soil exist along the west
. .]. portion of the property because of 'the fact that lots 5, 6,
........'.-.' ' 7, 8, & 9 of Mountain Park Estates Subdivision are all
..-.~i=~'' . located in close proximity to the west property lines of
.... lots ia,. & 5B o¢ the Robin Hill ~2 Subdivision.
' ' :' - Tolcnhnne:- Fax BBg-B246 · 8471 Brookridge Drive · Anchorage, Alaska 99504
' ' 8V,'-'sinoe it was only dug to verify the extent of the soils
' ' -.d encountered in hole ~3. The soils in both holes ~ere
.. .. "-, excellent, nor mas there any groundmater encountered.
-.. structures may be constructed in this area. Furthermore,
your well muss be 100 feet away from
ZZ. -SURFACE WATERS: There are no surface water within 100
~-. , ,. ,:,- . . feet of the proposed septic system reserve areas. There
a targe, pond on Lot 5, Block. 4, Robin Hills ~2 Subdivision,
which may drain .below the ground surface .of the subject
property, no,ever, i have never seen ~ny mster running on
,- the ground surface.
III. DRaINaGE OF PROPERTY: Based upon the topographical
map prepared by Karabelnifoff Surveying, it is clear that
:' . all of the property drains towards the pond located on lot
SB .....
'~ - IV. NEARBY WELLS: I have prepared a ~"=~00 site plan
' which sho~s 'the genera~ location of all ~ells ~ithin 200
..:. feet of the septic system reserve ar~as. I have physically
']j,. - . .,.,~verified the general 'location of these ~el ls', and am
convinced that there are no concerns regarding separation
distances.
V. NEARBY SEPTIC SYSTEMS: See the site plan referenced in
the proceeding paragraph. By locating the wells for lots
3A, & 3B on the interior portion of the lots they will be
' ' much grea~er than 100 feet from any of the nearby septic
~ystems ~ In short, there are no concerns regarding
separation distances from the ~ells on your property to the
septic systems on adjacent lots.
If you or thE' Monicipality have any fur'th:er quest-i'ons,
regarding the suitability of the subject ph'opertM".'for .'on'-
site well and septic, please contact me at 33V-6179..
Sincerely, /
/Consultant
ness', R;E;, M.S.
J~G/jag
8enjaml.wps
~' c~6CL-
o~ se~Jo ~~
.I
S ~pT~C
CE.7953
PE'R FORMED FOR:
Municipality of Anchorage ' .
DEPARTMENT OF HEALTH & HUMAN SERVICES
8.25 "~" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
LEGALDESCRIPT!ON: '~-"- '~".J LO'-[- -~
1
2
3
4
5
6
7
8
9
10
WAS GROUND WATER
ENCOUNTERED7
11
12
13
14
15
18
17
19-
20,'
SLOPE PLAN
S
IF YES, AT WHAT /A ~
DEPTH? ~ P
E
Monll0rlng? ·
Gross Net ' Depth to Net
Reading Data 'i'[ma Time ,.: .' Water Drop
PERCOLATION RATE q ~l Imlnutes/Inch) PERC HOLE DIAMETER ,. ~'~ ~
TEST RUN BETWEEN ~ FT AND "7' -~ FT "'. '
ACCORDANCE WITH ALL STATE AND MUNICIPAL GOIDELINES lU EFFECT ON ThIS DAT~ DATa '%/~/7
PE'RFORMED FOR:
LEGAL DESCRIPTION= ~--~ '~' ,~ L.DI" ;.~
Munlclpallty of Anchorage "*
DEPARTMENT OF HEALTH & HUMAN SERVICES
825'"L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
1
2
3
4
5
6
7
8
9
10
11
12
13-
14-
15-
17---
18~ --
19-
20·~
. . Township, Range, Sectlo~i'
.... SLOPE
WAS GROUND WATER
'ENCOUNTERED;)
S
DEPTH? P'
E
· '/&/~../~
Oep~ b W~lar Allgr ~j~¥ ~_
Monllorlng? Oal~ I .
Reading Date Time Time ...:.. Wate~ Drop
PERCOLATION RATE ~'~-C~ (minutes/inch) PERC'HOLE DIAMETER
.;
TEST RUN BETWEEN -'-.7 FT ~N D ; ~ , ~ ~ ~ '' ll
PERFORMED BY: ~ ~ ~-P"~--'~"'~ I C~-C2--'~ ~ CERTIFY THAT THIS, TEST WAS PERFORMED IN
·
ACCORDANCE WITH ALL STATE AND MUNICIPAL GtJlDEL NES I1~ EFFECT ON THIS DATE. DATE: , /
LEGAL DESCRIPTION:' ~-'~ '~ ,) L~'T" --~
'Munlolpallly of Anchorage "* ·
DEP~,R~'MENT OF HEALTH & HUMAN SERVICES
.8.25 "L" Street, Anchorage, Alaska 99,502-0650.
SOILS LOG -- PERCOLATION TEST .....
SLOPE
1
2,
3-
4-
6-
7
8
9
lO-
.11
12
13-
14-
15-
16-
17;
WAS GROUND WATER ~;~0
· ENCOUNTER I~O?
IF YES,'AT WHAT
DEPTH?
19-
20.'
MonllorlnD? . Dale . ·
PERCOLATION RATE ~: ~ (minutes/inch) PERC 'HOLE DIAMETER (~ "
.,,
TEST RUN BETWEEN '''~. . FTAND '7.~" ,FT
·" Gro$l Net · '
Roadlng Date Tim8 Time .-':'.Wate~ Drop
= ~/~. ~ /o ../....~ ~ v~"
· ' ..
ACCORDANCE WITH ALL STATE AND MUNICIPAL GOIDEL NES IN EFFECT ON THIS DAT~ DAT~
82g "L" Street Anchorage, Alaska 99502-0650
DEPARTMENT OF H~LTH & HUMAN SERVICES .....
' ' ' ' SOILS LOG -- PERCOLATION TEST ~t.~t.': ~ c~.7~53 .'L~
, , '¢~
· OATE'PERFORME[
. . Township, Range, Sectlo~'
SLOPE
10
.1.1
12
13
14
15
16
17
18
19¸
~i°C,T~ ~DI.{..' "WAS GROUNO WATER · . . , 'ENCOUNTERED?
IF YES, 'AT WHAT
DEPTH?
· E
rleplh Io Wfler Alter ..L
Il (
'7 Lo ~
Grose Net ' ]'" ' I~epth to Net
Reading Date Time Time ,.:.. Water Drop
~ ?/~? 4-0 .I o J Y~
PERFORMED FOR:
Munlclpallly o! Anchorage
DEPA,R. TMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG-- PERCOLATIONTEST
'~ ~0-' WAS ~ROUND WATER
DATE PERFORMED:
Township, Range, Section: . ./~//Z~
20-
SLOPE SITE PLAN
Bonllorlng? . ,
Gross Net · Depth to Net
Date Time Time Water Drop
., t~
PERCOLATION
RATE
(minutes/inch)~ERC
H.OLE
DIAMETER
TES~ R~N ~ETWEEN '~/~. ~T AND''"//~"~ ........
U DELINES IN EFFECT ON ThIS DATE, DATE
ACCORDANCE WITH ALL STATE AND MUNICIPAL G . :
DEPA~,T,,MENT OF HEALTH & HUMAN 8ERVIOES:'-, :':" !':. :' ]::: i
825 L Street, Anchorage, Alaska 99502-0650' /! '~' :';t' i ',"
SOILS LOG ' PERCOLATION TEST:'
· ' ":D,~TE PERFOEIMED~
Township, Range, Section:.
SLOPE
WAS GROUNO WATER
ENCOUNTERED?
IF YES,'AT WHAT
DEPTH?
SITE.PLAN
13
14
15
16
17
.18
19
20
':OMMENTS
Depth to Waler AIIsr
Reedlng Date ' Time Time - , ' Water .'?:/::~}
' ~ . fid: :- .3~ .,.. '" '" ' ~'':~''
· ': . · : ' '' :'.' . n./,'"'~:~'~
. :: ; -. ~ i/~ /~:.~~.'~'.~,~,~-~'~'~ -,~:,. ·
· ; .,:.,: -: .,..:, .. ~;~;. ::L .,:::;~;. ..::,~.~...~
' :. ~... ;:,.: .:~' ,~.' '. ~:';'.' ,'. .... ..?~g~
............ · .,...' ....:.:;:::.~.~,..:,.,%:. ::..:,~.~
TEST RUN BETWEEN -7: ~'~:; ~T AN[~. ' ~:.:i";;] FT ..
ACCORDANCE WITH ALL STATE AND MUNICIPAl. G~ibE[iNEs
825' L' Street, Anchorage, Alaska 99502-0550
PERFORMED FOR:
SOILS LOG-- PERCOLATION TEST
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2
3
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5
6
7
8
9
10~
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17,
18-
19-
20-
A.~.' ..~ '..",4'~ ~' .
I
DATE PERFORMED:
Township, Range, Section: /%///Z~. ' '
SLOPE SITE PLAN
WAS GROUND WATER
ENCOUNTERED?
S
L
IF YES, AT WHAT j,,~/.~ pO
DEPTH?
E
Oeplh l° Waler Aller lk'[ (~Ar /~'['/A '
MonilorlnD? eal~ ,
Gross Net ' Depth to Net
Reading Date Time Time Water; ............. D?0P ....
PERCOLATION RATE ~ . (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN '~'~/~"' ~T AND ~/~ FT '
PERFORMED BY: ~.~-~g ~:J~S~' I d~ ~~ CERTIFY THAT THIS T~T WAS PE"FORMEO I"
ACCORDANCE WITH ALL STATE AND MUN C PAL GUIDELINES IN EFFECT ON T~IS DATE· DATE: ~/~//~ '
