HomeMy WebLinkAboutTHE SUMMIT W/ Vacation No Action S-9408
Tom Fink,
Mayor
Department of Health and Human Services
825 %" Street
P.O. Box 196650 Anchorage, Alaska 99519-6650
January 20, 1994
Michael E. Anderson,
Anderson Engineering
P.O. Box 240773
anchorage, AK 99524
P.E.
Re: The Summit Subdivision
Proposed Lot 4
Dear Mr. Anderson:
This office has reviewed your proposal for preliminary plat of
Lot 4 of The Summit. Based on available soils information and
groundwater monitoring, proposed Lot 4 appears to have an area
large enough and with adequate soils to allow development using
on-site water and wastewater disposal systems. However, prior
to approval of the final plat, we will require that the
wastewater system reserve area and the well location be shown
on the recorded plat. We concur with your proposed plat note
concerning development of Tract A-1.
Sincerely,
cc: Jerry Weaver, Platting Officer
1/
i'
MUNICIPALITY OF ANCHOllAGE
MEMORANDUM
DATE: 21 May, 1993
TO:~Jer/~/ Weaver, Platting officer, DEDP
THRU :/ ~4arc Little, Program Manager, Water Quality Section
FROM.'~aura Wilkins, Water Quality Specialist, WQS
SUBJECT: Platting Case S-9408; The Summit Lots 2, 3, 4
The Water Quality Section has reviewed the information provided
and has the following comments:
1. Little Campbell Creek must be clearly identified on the plat.
2. The Stream Maintenance and Protection Easement shown must be
clearly identified on the plat in addition to the plat note.
3. Plat Note 2. references the ~rivate access driveway.
Currently the driveway exists to the west of and adjacent to the
drainage easement. Slope stabilization of' the constructed
driveway was required along the drainage-way as part of the
Notice of Violation for the protection of the water quality in
the creek. It should be noted that any modifications or
improvements to the driveway will require erosion control
measures.
4. Plat Note 3. indicates that other easements exist on the
property which are not shown on the plat. Any existing easements
which may impact water quality, such as drainage easements, or
road rights-of-way, must be shown.
5. Ail septic systems must maintain a protective setback from
surface water of 100 feet, including any drainage easement which
carries a flow greater that that which can be attributed to a
single rain event or snowmelt.
6. The 20 foot drainage easement contains flowing water and
cannot be vacated unless another drainage easement is proposed
and a revised drainage plan is submitted, stamped by a
Professional Engineer, and shows an alternative means of handling
the existing drainage flow.
7. A site visit on May 14th established the occurrence of
drainage flowing in the ditch excavated along the west edge of
the private driveway located on Lot 3. The flow continues past
the excavation and drains towards the west edge of the property.
Page 2
The Summit Lots
21 May, 1993
2,3 4
The adjacent western property, Amundsen Subdivision, Tract A,
contains a drainage easement which is located in the area of the
flow's downstream path, apparently dedicated to receive this
established drainage. A drainage easement will be required to
protect the conveyance and prevent water qualitykquantity
problems to surrounding properties.
Currently, there is an open enforcement case to resolve the
stream restoration problems and water quality concerns at this
site. The Developer has acted to comply with most of the
requirements identified in the Notice of Violation. However,
minor ground work and seasonal revegetation requirements remain
to be completed. We will support the further development of this
site when the above conditions are resolved.
klwkcaseksummitl
cc: Susan Oswalt, DHHS-OSS
Dean Karcz, DPW-PM&E
MUNICIPALITY OF ANCHORAGE
MEMORANDUM
DATE:
TO:
THRU:
FROM:
SUBJECT:
May 19, 1993
Department of Economic Development and Planning
Zoning and Platting
John Smith, P.E., Program Manager, On-site Services
Department of Health and Human Se~v~.~es~u0~7~
Susan Oswalt, On-site Services
Department of Health and Human Services
Request for Comments on Subdivision(s)
May 28, 1993
The Environmental Services Division, On-site Services Section,
of the Department .of Health and Human Services has reviewed
the following cases and has these comments:
S-9405: Crestview village Subdivision
No objection.
S-9406:
Clairborne Subdivision
No objection.
S-9407:
Ocean Park Subdivision
No objection.
S-9408:
The Summit Subdivision
This department has previously reviewed the proposal
and found the application does not meet subdivision
requirements as stated in AMC 15.65.and 21. Due
to the variation in groundwater monitoring resul%s,
we will require.that the engineer provide designs
for each lot prior to preliminary plat approval.
We strongly object to the vacation of the existing
drainage ditch.
SO/ljm
~UNICIPALITY OF ANCHORAGE
COMMUNITY PLANNING AND DEVELOPMENT
P.O. Box 196650
Anchorage, Alaska 99519-6650
PREL|~/lli~IARY PLAT APPLICATION
OFFIC~ USE
REC'D BY:
A. Please fill in the information requested below. Print one letter or number per block.
1. Vacation Code
2. Tax Identification No.
3. Street Address
I/t/Imt l' I I I,-' /I/1 .1 14 Pl4 I Iq
4. NEW abbreviated legal description (T12N R2W SEC 2 LOT 45 OR SHORT SUB BLK 3 LOTS 34).
II
5. EXISTING abbreviated legal descriplion (T12N R2W SEC 2 LOT 45 OR SHORT SUB BLK 3 LOTS 34) full legal on back page.
T P, ,4 ~. T ?~ 1i¢ ~' 3' '(...',~'i ;iii 7 5'. f/l,~ ~.'
6. Petitioner's Name (Last - First)
~ I~ ~ .
Address
City ~.,V~;/~EF/~4
Phone ¢ Zip
7. Petilioner's Representative
Address
City ~',.V ~'
Z~p.
Phone ~
8. Petition Area Acreage
//,./
13. FeeS .~ ~
9. Proposed 10. Existing 11. Grid Number 12. Zone
Number Lots Number Lots
14. Commueity Council
I hereby certify that (I am) (I bave been authorized to act for) the owner of the properly described above and that I desire to subdivide it in
conformance with Chapter 21 of the Anchorage Municipal Code of Ordinances. I understand that payment of the basic subdivision fee is
nonrefundable and is to cover the costs associated with processing this application, that it does not assure approval of the subdivision. I also
understand that additional fees may be assessed if the Municipality's costs to process this application exceed the basic fee. I further
understand that assigned hearing dates are tentative and may have to be postponed by Planning Staff, Platting Board, Planning Commission.
or the Assembly due to administrative reasons.
Signature ~; '"
*Agents must provide written proof ot authorization.
VACATION OF RIGHT-OF-WAY OR OFFICE USE
EASEMENT APPLICATION REC'D BY:
Municipality of Anchorage VERIFY OWN:
DEPARTMENT OF COMMUNITY PLANNING AFFIDAVIT:
P.O. Box 6650 POSTING:
Anchorage, Alaska 99502-0650
A. Please fill in Ihe information requested below. Print one letter or number per block. Do nor write ~n tile snaded blocks.
0. Case Number (IF KNOWN). 1. Vacation Code Tax I.D. NL tuber
2. Abbreviated Description of Vacation (EAST 200 FEET SOME STREET).
3. Existing Abbreviated legal descriptioe (T12N R2W SEC 2 LOT 45 OR SHORT SUB BLK 3 LOT 34).
4. Petitioner's Name (Last - First).
City: ~/~ ~_~ ~ ~ State:
Zip Code: 3~d?,d Phone No.
Petitioner's Representative.
Address:~.z/~
City: ~/~A/¢,d~_A~ ¢ ¢~ //,/(, State:
Zip Code: .~/,~ f¢[~ __ Pl]one NO.:
6. Petition Area Acreage.
//,i
7. Proposed Number Lots.
8. Existing Number Lots.
9. Written Justification.
10. Grid Number.
12. Fee $ ~¢<~'~
11. Zone.
13. Co m m u n ity C o u n cil~'~'¢//'z¢"
B. I hereby certify that (I am) (I have been authorized to act for) the owner of the property descrihed above and that I desire to vacate it in conformance with
Chapter 21 ct the Anchorage Municipal Code of Ordinances. I understand lhat payment of tt~e basic vacation fee is nonrefundable and is to cover the costs
associated with prooessin9 this application, that it does not assure approval of the vacation. I also understand lhat addilional fees may be assessed if the
Municipality's cost to process this application exceed the basic fee. I further understand tbat assigned hearing dates are tentalive and may have to be
postponed by Planning Staff, Platting Board, Planning Commissio~./~ Ihe Assembly~due t0'Administrative teas°ns'
/ Signature /
20.019 [Rev 4/92)' Front *Agents taus[ provide wdtten proof or authorization.
April 23, 1993
ANDERSON ENGINEERING
P.O. BOX 240773
ANCIIORAGE, ALASKA 99524
JUN
Lantecb, Inc.
440 W. Benson
Anchorage, AK 99503
Attention: Tom Dreyer
Summit Subdivision
Soils Testhole Information
Subject:
Dear Tolll:
Attached is soils inforlnaliou compiled over a period of 4 years for the
'~ -, have been identified which
proposed Summitt Subdivision. Several areas
will support onsite septic systems. These systelns can be standard trench
systems in areas where groundwater conditions will allow and mound
systems where the water is withing txvo feet of the surface. A trench
system design is included for the proposed Lot 4. In addition, we will
provide system designs for two other locations on Lot 4 as well as three
locatious on Lots· 2 and 3. The attached soils logs indicate sufficient sites
are available for the three locatious on each lot.
We are continuing to monitor the grouudwater at the subdivision and will
do additional soils exploration when the snowcover finally leaves the area.
At that time we will provide the final septic system locations fei' each lot
for placement on the final plat. Please advise if yon need additional
information.
Sincerely,
Michael E. Anderson, P.E.
i
wix
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PERFORMED FOR:
LEGAL DESCRIPTION: ~''/~- %,
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3
5
6
7
8
~A kl b
9
10
12
13
~5
16
17
~8
19
20
COMMENTS /4~ ~' '~h(2/,'~
Municipality el Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street. Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
DATE PERFC
f-/ /
Township, Range, Section;
SLOPE
SITE PLAN
WAS GROUND WATER
ENCOUNTERED?
E
I
IF YES, AT WHAT
DEPTH?
PERCOLATION RATE /O
TEST RUN BETWEEN ~'2'~' ,~'
tnunuteSzmch/ PERC ROLE DIAMETER
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ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN FE '. ; ' ,'
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8
10
11
'12
13
14
15
16
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WA~ gROUND WATFR -,/
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SITE P LA~I
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Stree[, Anchorage. Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
PERFORMED I=OR:
P'~
2
4
7 SAMD
8
9-
10-
11
13
14
15
16
17
18
19
20
Township, Range, Section:
SLOPE
WAS GROUNO WATER
ENCOUNTERED7
IF YES. AT WHAT
DEPTH?
SITE PLAN
El
COMMENTS
v~ ~j~P~W~_~N rpM.~ , .-
· ~' ..[ /Z~l~///~'*~ -~/~J-/'~fl~CF-RTIFY THAT THIS TEST WAS PERFORMED
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN.SERVICES
825 'g" Street, Anchorage, 'Alaska 99502-<)650
SOILS LOG -- PERCOLATION TEST
P~RFORMED FOR:
LEGAL D E SCR I PTI O N: ..~6~'V ' C
PT"
~ ,¢_/1¢,~/-
7
10
11
WAS GROUND WATER.
ENCOUNTERED?
13 -
14-
2O
Township, Range, Section:
SLOP6
IF YES. AT WHAT
DEFTH?
'l
I
PERCOLATION RATE
, (rmouu~uw, c/1) PF.J~C HOLE 01AMET,ER ·
Municipality ot Anchorage "~'
DEPARTMENT OF HEALTH & HUMAN SERVICES j~¢4~
825 "L" StreeL Anchorage. Alaska, 99502~)650 ~;"*
SOILS LOG -- PERCOLATION TEST
LEGAL DESCRIPTION:
4
5
6
7
8
9
10
11
WAS GROUND WATER
ENCOUNTERED?
13-
i4-
15
16
17
18
19-
20-
IF YES, ATWHAT
DEPTH?
%
/z//~/~,~
PERCOLATION RATE --
TEST RUN BETWEEN
DATE PEI
Township, Range, Section:
SLOPE
SITE PLAN
DEPARTMENT OF HEALTH & HUMAN SERVICES ~.6.2 .'
SOILS LOG -- PERCO~TION TEST ~,,.~.,~ ~.~
~, ~&', 4s~-~ .' .~-'.~
LeGALOe~RI~iON. ~P¢¢(~ ~/~K-~ ~c'~ Township, Rango. Section:
4
5
§-
7-
8
9
10
11
12
13
14
15
16-
17-
18-
19-
20
__ pr
W,~GROUNO WATER
ENCOUNTERED?
IF YES, AT WHAT 0
DEPTH/ "I~
.1'7"
'//~/~ - . z' /"
pERCOLATION RATE ~ {mmu~mct~) PERC HOLE DIAMETER
TEST RUN BETWEEN Z FTANO ~2.~. FT
1600 CA~G£ RO
~N£/YORA6~, AK. ~616
(907)
PERCOLATION
TEST
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION:
I
2
3
4
5
8
9
SLOPE
10--
11
12
13
14--
15
16
17
18
20-
COMMENTS
w,~ oRouNo ~^T~R
E.CO~N~E~EO,
IF YES. AT WHAT
D£PTH?
PERCOLATION RATE
TEST I~UN BE'I~AtEEN
FT AND __ FT
Municipality et Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" StreeL Anchorag0, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
OATE PER
Township, Range, Section:
WAS GROUND WATER
ENCOUNTERED?
10
SLOPE
-- /
11
12
s
L
IF YES. AT WHAT O
DEPTH7 ,,. P
E
SITE PLAN
13
14-
15-
16-
17-
19
20
)~:/~-C~ / /- . /~,~,/,.~:~ ~-'~ /~]/"/.~'~£JT&T:FYTHATTHISTESTWASPE~qFO"MEDIH
ACCOROANCE WITH ALL STATE ANO HUNIGIPAL GU OELJN~-S IR EFFEcT ON THIS OATE, DAT~: Z]~'//~_~ , ,--
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L' Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
PERFORMED FOR:
4
C~-v~
5
6
7
8
9
10
11
13-
16-
17- ~-z-~?
18-
COMMENTS
WAS GROUND WATER
ENCOUNTERED?
DATE
TownshiP, Range. Section:
SLOPE
SITE PLAN
I I
I I
I
PERCOLATION RATE --
TEST RUN BETWEEN
ACCORDANCE WITH AU. STATE AND MUNICIPAL GUIDELI F~ ' I --
PERCOLATION
TECT
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION:
3~
7
8
SLOPE
~ITE PLAN
10.
11--
13-
14
15
16
18-
20-
COMMENTS
ENCOUNTEREO?
IF YES. AT WHAT /-
DEPTH?
PERCOLATION RATE
. FT AND ,, FT
PERFORMED BY: . ~ , CERTIFIED
Mu~u~ oi Ahem:]rage
OF, ,~.RTME_NT OF HEALTH & HUMAN 825 'L' SReeL Anc..norag~, AIz,~¥-~
SOILS LOG -- PERCOLATION TEST
LEGAL O~.CC~l~qON: ~'~ ,2";~' ~'~'W,"~,
~,,/' ~ -/
11
Towr',~mp. Range. SeC'dom
13-
14-
15-
16-
17-
18
19
TEST RUN BETWEEN
8
9-
I0
11
12
13
14-
15-
16-
17'-
Municipality o! A~chorage
DEPARTMENT OF HEALTH & HUMAN.S~RVICES
825 "L" Street, Anchorage, Ala~,k~ 99502-0650
SOILS LOG -- PERCOLATION TEST
PERFORMED FOR:
L~C~L oE~:mP'noN:~:~,~Uc6 R ~ dqc S~Lb~ -. -~Te~ S,,.,,,.,/ J
s~L'r~
3-
4-
7 ~,G~ wz-
Tow[~,Aip, Rang~. Section: ~ Z $ 7"/1_.~ .g,-~ Ix/
SITE F L.b.N
IF YES. AT WHAT
DEPTH7
Municipality o~
DEPARTMENT OF HEALTH & HUMAN SFJ~VlCES
825 "L' Sb-eer Anchorage, Ala~ 99502-0650
~OILS LOG ~ PERCOLAT10N TEST
iPERFORMEO FOR:.
'(n~,~ ,~u,-,-.,~' )
4-
5-
7
8
7-~' E
~P
OATE PEi
~'~'Z,~ ~/ WA~ GROUN0 WATER
[NCQU~RED?
11
12
13
14-
15- O£pr~
~a - ~zo/~? - 7'~"
31z~/Y? - ~'/o "
17- vl~l~ q '- ~, ~,,
19 - ~/~ _ r, / ,,
IF YE~. ATWHAT
14 /V~T / 'OF
I I
I I
Municipally el Anchomg~
DEPARTMENT OF H~LTH & HUMAN.S~VICES
8~ "L" SffeeL An~orage, Al~ka 9~2~0
SOILS LOG ~ PERCO~TION TEST
PERFORMED FOR: ~)~'lqA~-I ~/~ROUP
2
g iL-fy
SAIdD
Town~hip, Range, Section:
SLOPE
11
12
13
14
15
17
18-
19
?o
WA~ GROUND WATEq
ENCOUNTERED? ,
IF YES. AT WltAT
DEPTH;' pO
E
i~E.qCOLAT1ON I~.'[E (/~ (rnmu~e~,mC~l pERC HOLE DIAMETER ~ ~,' ,- .
I I~00 CA~iG£ RD.
(~0~! ~-~
[] PERCOLATIOr~
TEST
SOILS LOG - PERCOLATION TEST
0^TEPE"E0""E0: 4
LEGAL D£SCRIPTION:
3-
4
5-
6
7
8
9--
SLOPE
10-
11-
12-
13-
14-
15
16
17
18
19-
20-
WASGROUNOWATER
<-~P~-.Lb - f,o*- EUCOUNrEaEO~
If YES. AT WHAT
DEPTH?
PERCOLATION RATE
TEST RUN BETWEEN ET AND FT
COMMENTS
J I~0O O,~NG£
AtICttORAG~ , AK.
PERCO LA'I'ION
TEST
SOILS LOG - PERCOLATION TEST
PERFORMED FOR:
1
2
3
4-
7
8
5LOPE
SITE PLAN
10
11-
12-
13-
14 · -
15-
16-
17
18
19
P
IF YES, AT WHAT /
DEPTH?
PERCOLATION RATE
TEST RUN ~£TWEEN
FT AND
~Z
OF '
~4o c./.~ "'"
~ ~ 02T- / OLI
PERFORMED FOR:
LEGAL DESCRIPTION:
2
3
4
5
7
8
9
10
11
12
]3
14
15
]6
17-
18-
19-
20-
COMMENTS
~P
gunicipalily gl Anchorage ~* .,,..t"**"~"''"~''-'', 1
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650 ·
SOILS LOG ~ PERCOLATION TEST
~ ~'. ,.',~ ~
Township, Range, Section:
SLOPE SITE PLAN
7 /-I
SA~D
~,oH
WAS GROUND WATER
ENCOUNTERED? ~UO ·
IF YES. AT WHAT 0
DEPTH? P
E
PERCOLATION t~AT.~ -- 4~ . . tm,nu[esz,nci~) PERC HOLE DIAMETER
TEST RUN BETWEEN --~/ FTAND ~ .FT
PERFORMED FOR:
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L' Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
DATE PER]~
LEGAL DESCRIPTION:
7
8
9
10
11
12
Township, Range, Seclion:
SLOPE
WAS GROUND WATER
ENCOUNTERED?
s~
SITE PLAN
IF YES, ATWHAT
DEPTH?
13
14
15
16
17
18
20-
Gross Net Depth to Net
Reading Date Time Time Water Drop
z ,, ~.s q.~ //"
~ ' % $ ~ /Z" /"
~ ,, H,s 5 ~" /"
5 is,5 ~ tq" 1"
PERCOLATION RATE
TEST RUN 8E'P,~EEN
im~nute~'JnCh] PERC HOLE DIAMETER
FT AND r',,, ~- FT
PERFORMED BY: \'~a' [~C r.b,t~ b ~k~ I ~Z~A~"TIFY THaT THiS TEST WAS PE"FO"MED IN
ACCORDANCE WITH ALL -
DF_PARTMIE~IT OF HBLTH & HUMAN.SERVICES
SOILS LOG -- PERCO~ON ~
OATEPERFORMEO:
Townst~ip. Rz,nge. Sec:ion:
FT TZ/ //
2 S~LTy
~?
'9
10
12
14
15
16
17
18
19
20
IF ¥E5. AT WHAT
D 6J~TH?
L
) 7"/J' iiI
J II
I II
I II J
I I
I I
II
OEPARTME_N:r OF HEALTH & HUMAN S,EP, VICE5
825 'L' SLr~. Anc..nor~g~ Al..t..sk~ 99502A~550
SOILS LOG -- PERCOLATION TEST
6
~2
17
19
_ 0ATE PERFOI
Township. Range. Su-~:mon:
I
t
WA~ GROUNO WATD:J
ENCOUNTER EOt
SITE PLAhl
2O
P~EO.,.EO,~'. IV/~''¢ '~11c:~' ~J,~,, , /~-¢n~.l...d ,:~,,:~O_~,,T,~,~-~,,~P~o~o'. ,i_
ACCORIDANCE WITH AU. 5TATI= ANO klUNICIPAL GUIO~J-I/4,~ I~'~ E.FFEG~' ON TI-tlS DATE. 0ATE; ~//Z
Municipality of Anchorage
DEPARTMENT OF H~LTH & HUMAN SERVICES
825 "L" Street, Anchorage. Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
PERFORMED FOR:
10
11
12
13-
SLOPE ~ITE P~N
W~ GROUNO WAT~
~COUNTERED?
14- O¢?T,~ rD
15
~' /0"
~,/~/z~ -. v' ~"
18. u/~ee
~//~/~
20-
COMMENTS
pERFORMF-D8¥: .~!~C~ /"V~¢,~-X 0_1~¢~/k~ I ~-'~-/-4L% ~ /¢~IE~',¢dER'RFYTHATTH!STP-STWASPERFORMEDIN
T2-(x:m (Re-,,. ~u~S)
(ENGINEER'S SEAL)
· ~g.<, '", ......... , , v,, ,~
Municipality
Anchorage
DEPARTMENT OF H~LTH'& HUMAN 6E~VICES , ~;" ~j~'}~ *~ ~
SOILS LOG~PERCO~TIONTEST ~ "" .............. ' .......
(TH~ ~m~,T) SLOPE ~ITEP~
It'
14
~/zo/£Q -
16 3/z c,/~' ? - ?"~"
,,,~zig'? -. ~ .'
v/~l~ e -~' ~"
' ~TE ~ (Fr~u~o~mo(;~! PERC HOLE DIAMETER
TEST RUN 8ETWE£N 7 ,CT AND ~ FT
: ' ' ' 7-/~
PLAN
10
11-
12-
13-
14-
15
18
17
18
19
CI:~AMENTr~
WAS G~OUNO W^TE"
ENCOUNT~"ED?
II
IF YES. AT WHAT
DEPTH?
!1
I$00 C.4A/G£ RD. ~ PERCOLATIO'
AN£HORAGE ~ ,4K. 99516 ! TEST
[907) 545-7O08
1
3
4
11
12
13
14
15
16
17
18
19
DEPTH? J
WAS OROUN0 W^T~ b.~ ,.~ S ~
~ I
ENCOUNTERED? O J J '
P
IF YES, ATWHAT J
, II
PJ~C.~ICATION'gATL 4 ' ~ .
TEST RUN BETWEEN _ .~:~ 'F~f AND G FT
AK. ~516
TEST
SOILS LOG -- PERCOLATION TEST
LEGAL OESCRIPTION:.
1
2
3
4
6
7
nATE PERFORMED:
10-
11
12
13
14
15
16--
17-
18-
20
COMMENTS
E
IF YES. AT WHAT
DEPTH?
FT AND
PERFORMEB ~y: .l--~..~__~,~,~. ~-~-~ ~(.~]~_~ CERTiFIEI) DY: DATE:
PERCOLATION
TEST
SOILS LOG - PERCOLATION TEST
1
2
3
4
6
8
S"-T
SITE PLAN
11
12
13
14
15
16-
17-
CE-0793
20 :'* ....... "
WAS GROUND WATER
ENCOUNTbRED?
IF YES. AT WHAT
DEPTH?
PERCOLATION RATE
COMMENTS
FT AND FT
PERFORMED BY: ~ ~'~(,~H~'?~. CERTIFIED BY: DATE:
ANDERSON ENGINEERING
P.O. BOX 240773
ANCHORAGE, ALASKA 99524
Jannary 10, 1993
Municipality of Anchorage
Department of Heath & Human
825 "L" Street
Anchorage, AK 99502-0650
Attention: John Smith
Services
RECF. IV D
Municipality oi Anchorage
Dept. Health &.Human Servicee
Subject: Summit Subdivision
Dear John:
Attached is the revised plat we intend to submit for Summit
Subidvision. As previously discussed our intention is to divide the
parcel into two lots and leave the remaining ground in a tract. We
will continue monitoring the surface and subsurface water levels on
this tract and eventually subdivide it into as many lots as possible.
A note will be placed on the plat stating the tract will not be
developed. We understand, however, that when the tract is
subdivided a new plat can be submitted with the note removed.
Soils information generated to date on the subdivision was
previously submitted and is in your file for review. We hereby
request a letter from you stating your nonobjection to proceeding
with Summit Subdivision as described above.
Sincerely,
Michael E. Anderson, P.E.
ANDERSON ENGINEERING
P.O. BOX 240773
ANCHORAGE, ALASKA 99524
September 13, 1993
Municipality of Anchorage
Department of Heath & Human
825 "L" Street
Anchorage, AK 99502-0650
Services
Attention: Dan Roth
SEP 1 3 1993
D Munit:~pality of Anchorage
ept, Health & Human Services
Subject:
Summit Subdivision
S-9408
Proposed Septic System Locations
Dear Mr. Roth:
The attached information delineates areas which appear to be acceptable
for onsite septic systems for the proposed subdivision. Substantial effort
has been made to identify the most acceptable areas. These areas will be
placed on the final plat along with the well locations for development once
the plat is approved. The narrative description of the locations identified
for each lot is as follows:
Lot 4
This is the most acceptable lot with no groundwater encountered in any of
the testholes or during the monitoring period. Percolation rates for soils
encountered were very quick ranging from 4 to 6 minutes per inch.
Shallow trench systems were designed for three locations on this lot.
Testhole information, system designs and the site plan are attached for
your review.
Lot 3
Groundwater was encountered in nearly every testhole on this lot. We
have identified an area, however, where the groundwater does not
encroach within 6' of the surface. This area is also outside the 100' setback
limit from the drainage ditch which crosses the lot at its narrowest point.
We have chosen Testholes No. 6, 12 and 18 as the sites for the three septic
systems for the lot. The percolation rates on these holes vary from a very
Summit Subdivision
September 13, 1993
Page Two
quick 2 minutes per inch to 27 minutes per inch. We have chosen shallow
systems for this area to maintain a 4' separation from groundwater during
all seasons of the year. Since the ordinance states a minimum of 2' of
unsaturated soil is required for construction of a septic system, it appears
that several locations on this lot are acceptable. The systems will be
expensive and difficult to construct, but will meet the requirements of the
ordinance and work effectively to treat septic effluent.
Two testholes were dug near the southwest corner of Lot 3 with marginal
results. Groundwater was within 5' of the surface after the 7 day
monitoring period. We, therefore, concentrated our efforts on the area
immediately west of the existing road and 100' away from the drainage
ditch. This area will provide sufficient sites for the construction of three
septic systems if necessary. Testhole information, septic system designs
and the site plan are included for your review.
Lot 2
Lot 2 is also plagued with high groundwater at various seasons of the year.
Highest recorded water levels in the areas chosen for onsite systems is 4'.
Again, this level is within the requirements of the ordinance and a system
can be constructed at this location. It is important to note this is the
highest groundwater elevation and during much of the year the elevation
is substantially lower. We have chosen Testhole Nos. 7, 8 and 9 as the sites
for the three septic systems. The percolation rates for the soils
encountered in these holes range from 8 to 10 minutes per inch. Shallow
bed systems can be placed in this area to effectively treat the septic
effluent. Testhole information, septic system designs and the site plan are
included for your review.
Lot 1
An as-built of the existing system on Lot 1 was completed to determine
whether the separation distance from the lake was a minimum of 100'.
We have verified the distance from the existing system and the reserve
area exceed the 100' distance. This system is shown on the attached
drawings.
Summit Subdivision
September 13, 1993
Page Three
Summary
Testhole data and water monitoring has been ongoing on this subdivision
since 1989. Areas where the water level was closer to the surface than 4'
have been discarded as unacceptable. The areas finally chosen for systems
are the best locations on the property. In no case has groundwater been
found closer than 4' to the surface. These areas meet all the requirements
of the ordiance for an onsite system. Please review the attached
information and advise if you have further questions or comments or
require additional information.
Sincerely,
Michael E. Anderson, P.E.
438t-'E
Summit Subdivision
Testhole Information
LOT NO. 4
Test Date of Monitor Water Highest Date Pemolation Remarks
Hole Installation Tube Dept Depth Water Highest Rate
No. 6/2/93 Level Water Min./Inch
1 8/8/92 12.2' NONE NONE N/A 4 Shallow Trench System
2 8/8/92 12.5' NONE NONE N/A 5 Shallow Trench System
3 12/6/92 8.5' NONE NONE N/A 6 Shallow Trench System
LOT NO. 3
! 3/13/89
7/18/93
3/13/89
3/13/89
7/18/93
13 7/18/93
1 8 8/20/93
3A 8/4/93
3B 8/4/93
11'
Perc. Only
12'
12.5'
7'
10'
Peru. Only
13.5'
10'
14'
6.5'
N/A
6.3'
7.8'
N/A
N/A
N/A
N/A
N/A
N/A
2.0I
N/A
4.8'
NONE
NONE
N/A
9'
4'
4'
5/13/90
N/A
4/23/89
6/2/93
7/19/93
N/A
8/28/93
8/22/93
8/22/93
14
27
16
27
40
2
25
17
No Peru.
No Perc.
Shallow Trench System
Shallow Bed System
Shallow Bed System
LOT 2
7
9/27/92
9/27/92
12/16/88
12/16/88
7/18/93
7/18/93
12'
12.2'
12.5'
12.5'
10'
9'
NONE
6.5'
6.75'
5.75'
N/A
N/A
6.5~
4'
6.75
3'
NONE
NONE
4/30/89
4/30/89
6/3/93
4/30/89
8/15/93
7/19/93
10
8
10
See T.H. #14
12
11
Shallow Bed System
Shallow Bed System
Shallow Bed System
Page 1
LOT 2
SHEET NO.
CALCULATED BY
OF
DATE
CHECKEDBY. DATE
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
Au~
3-
4- ~P
5Aklb
9.
Township, Range, Section;
SLOPE
SITE PLAN
10
12 80 H
13
14
~5
16
Michael E. Anderson
17 - 4381 -E
18-
19-
20-
COMMENTS
WAS GROUND WATER
ENCOUNTERED?
S
IF YES, AT WHAT
DEPTH? ]~' p
E
Depth to Wltm' Aftee
Moniloi'ing?
Gross Net Depth to Net
Reading Date Time Time Water Drop
/ ¢.,z?,?z ~ -- I,~" ~
~ ', 5 5 /3" ,5 "
.3 " /0 5 /q" ,5"
5/ " /5 X /5" . ~"
PERCOLATION RATE __
TEST RUN SETWEEN
~O/~-~ 5-O.~1~ /~/l~ ~'n
/O {m,nutGs/mch) PERC HOLE DIAMETER __
ACCORDANCEWITHALLSTATEAN. MUNICIPAL GUI.ELINESIN EFFECT ON ,HISDATE. DATE:
DEPARTMENT OF HEALTH & HUMAN SERVIOE~
sOIl.~ LOG -- PERCOLATION TEST
3-
~4'
WA~ GROUND WATER
ENGOUNTERE~t : ......
IF YF.~ AT WHAT '~' '
E
0~o~ N~t D~ t; Net
Time 'time
DEPARTMENT OF H~L~ S HUMAN.S~VICES ~Ii]49~H ~ .:~ ;[
· ~ ~J ...
so~s ~o~ - P~.CO~O. ~ST ~:~': ;~ ~
~,y~...~.~ ._ . ~' .~ ....~,;]~.
6.
1.
8.
9.
11-
12-
14-
15-
17-
18
Ig
2O
p~ · - SI.OPE SITE PI. AN
COMMF. NT~
WAS GROUNO WATER
ENCOUNTERED? 4381
IF YE~, AT WHAT
E
. Minnt
Rein Oa~ ~ N~ ~ffi m Net
'rime
)
I~cRCOLATION RATE
(II~'-'L~'- ~nCh) I)l~C ~ OlAMETEA I
TEST RUN BETWEEN FT AN0 FT
ACCOROANCEWITHAU.~T&TEANOMUNI~PM.(~f10EUN~iNEFFECT(~IIl~I~0ATF_ OAT~ ~
Munictl~llty of Anr. hor~Je
DEPARTMENT OF HEALTH & HUMAN.SERVICES
825 'L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
5
6 ~/L T~/
9
10. WAS GROUNO WATER
ENCOUNTERED?
11
IF YES. AT WHAT
DEPTH?
/z//~/~',8 "
DATE
Township, Range, Section:
SLOPE
13-
14-
15-
16 - Z/z~
~7-
78 - ~/~/~ ' //'
3/2~/~'? - /,"
lg- 4/zl~- ~o
20- ~/~'~' ~'~//
~//~/~ - 3' ~" ;/;~ - 3' ~,,
COMMENTS
/
/
/
/
! , ]
TEST RUN BETWEEN FT AND FT
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
~.~ [~;?.. (EI~IGINEER S SEAL)
//
5
6
7
8
9
10
11
12
13
14
15
16
17,
18-
19-
LEGAL DESCR,PT,oN:Lg~T ~' r~
20-
DATE PERFOR
Township, Range, Section:
SiTE PLAN
ENCOUNTERED?
s I.I ,J II
DEPTH? '~'
Reading Date Gross Net Depth to Net
Time Time I Wate[in~) Drop
I I1~1~ ~ ~'~
PERCOLATION RATE ~'~' (minutes~inch) PERC HOLE DIAMETER __
TESTRUN BETWEEN L ~^.D 5~ ~T
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES iN EFFECT ON THiS DATE. DATE:
72~ (R~.
Municlpaflty of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
DATE PERFO
Township, Range, Section:
SLOPE
SITE PLAN
10-
11
12
13-
14
15
16
17
18-
19-
WAS GROUND WATER
ENCOUNTERED?
IF YES, ATWHAT
DEPTH?
Monitoflno?
Gro~ Net Depth to Net
Reading Date Time Time Water Drop
, ~l~g'~, 11:.19 I-~' ~G'.sl I~
~ 'f - " ~ ! ~o le~, ~ ~,~
~ ~il ,~ I~ ~. ~ '1.~
PERCOLATION RATE ~ (mmutes/inch~ PERC HOLE DIAMETER ~ ~'
I'/.. '/
- ' ' I T~EST RUN BETWEEN ~FT~ND ~ FT
ACCORDANCE WITH ALL STATE AN. MUNICIPAL GUIDELIN,S IN EFFECT ON THIS DATE.
72~ (R~. 4/~)
JOB
SHEET NO.
CALCULATED BY.
CHECKEDB¥
SCALE
OF
DATE
DATE
t ~TJ~
0'-G"
iLO"
JOB
SHEET NO
CALCULATED BY
CHECKED BY.
SCALF
OF.
DATE
DATE
LOT 3
ROCKFORD CORPORATION
P,O. Box 111706
ANCHORAGE, ALASKA 99511
(907) 344-4561
FAX (907) 344-2130
SHEET NO
CALCULATED BY
CHECKEDBY.
SCALE /" ~ ~'~"
OF
DATE
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
PS.FO.MED FO.: I LJ
DATE PERFORMEE
4
5
6
7
8
9
I0
11
12
13
14
1§
20-
Township, Range, Section:
SLOPE
WASGROUNDWATER
ENCOUNTERED?
S
IF YES, AT WHAT ~- ~
DEPTH? p
E
Depth to Water Alter
Monitoring? Date:
SITE PLAN
Gross Net Depth to Net
PERCOLATION RATE ~/~ (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN I ~ FT AND ~Z/ FT
PERFORMED BY: CERTIFY THAT THiS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
72-008 (Rev. 4/85)
Uu.ictpmy of nnc~,.ge .
DEPARTMENT OF HEALTH & HUMAN.SERVICES
828 'L' SU~et. Anchorage, A/lin ~9502-0650
SOILS LOG -- PERCOLATION TEST
PERFORMED FOR:
~ *~ '(n~ $o,,,,,vt)
Toml~Np, Ringe. ~
1 S
2
4.1
~ s
'7
4
10.
11
14.
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~/~/~ ~ '_ ~, ~,,
18. ~ym; ~ ~, ~,,
19. ~ ~ ~/~"
~ ~'-& ,,
Michael E. Anderson
4381 - E
-
IF YE~ AT WHAT
DEPTH~
E
R~V~,! Dr(~ Grgv4 Ne~ Omm m Net
Time Time · W~er
I ~lz~&~ o o
z ,, 7 7 7.0" ,~.,
,~ " IF 7 ~.~' .~ "
(mlmM~mcfi) Pe~G H(:X.E OL4M ETER ~"
TUT~OnM~ ~' n,~O 7' vr
PP. RF(3~dEDBY: J~fA,(/A/~: ~/Jcj~-~[~A~ I ~ami~'YTHATTHISTESTWASF~d~DIN
Munictl~llty of Anchemge
OEPARTMENT OF HEALTH & HUMAN.S~ERVICE$
825 '!." Strew,, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
~gichcml E. Anderson
4381 - E
LEGAl
4-
6'
6-
7'
8-
0-
11-
12-
13-
14-
15-
17-
19-
SA~.I c,
T/4
WAS GROUND WATER
ENCOUNTERED?
SLOPE Srt'E PLAN
IF YES. AT WHAT
DEPTH?
E
lee
Ree~k~ I~e Gram N~ Dmmm Net
~ ~ · water Om=
/ ~/~/~? ~ o /~
3 " 7 ¢ /~,~ ,~"
I~=RCOCAllON RATE %~ (m~ _-~_ imm) PERC HOCE DIAMETER
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
S SEAL)
P""FORMEO FOR= Ikl DATE
LEGAL D.SC..PT,ON: I~Ts. T~ '~HHI[ ~' Township, Range, Section:
SLOPE
WAS GROUND WATER
ENCOUNTERED?
IF YES, ATWHAT
DEPTH?
Monitoring? Oale:
5-
6-
7
8
9
10
11
12
13
14
15-
16-
17-
18.
19-
20-
SITE PLAN
S
L
Reading Date Gross Net Depth ~o Net
Time Time Water Drop
[
PERCOLATION RATE
TEST RUN BETWEEN
PERFORMED BY: . . I CERTIFY THAT THIS TEST WAS PERFORMED
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
72~ {Rev.
Munk~p~ty of An~ .
DEPARTMENT OF HEALTH & HUMAN.SERVICES
825 'L" Street, Anchorage, Alaska 99502-06~0
SOILS LOG -- PERCOLATION TEST
4m
a-
g.
11-
12-
13-
14-
17-
WAE GROUND WATE~
ENCOUNTERED?
IF YE~, AT WHAT
D.~'~,?
DATE PERFORMED:
SITE Ft. AN
E
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
1./
LESA'DESCRIFT,ON: MT A
4-
5
6
7
8
9-
Township, Range, Section:
SLOPE
SITE PLAN
10-
11-
12-
13-
- 14-
15-
16-
17-
18'
19.
20.
WAS GROUND WATER
ENCOUNTERED?
S
IF YES. ATWHAT ~ ".~'~/~ ~'~W 14~ ~
DEPTH? p
E
Depth to Water AJter ~ !,~/~,~
Monitoring? 0IL.:.. .
Reading Date Gross Net Depth to Net
Time Time Water Drop
, ,~ln, I''~ '~:,~ ./ i~,~ ,/
+ ?~1 ,¢ I.~9 ~.~
'~ ,~ ~l,~ '~.1~
PERCOLATION RATE~L/~. (minute~'inch) PERC HOLE DIAMETER
TEST RUN BETWEEN .1¥ FTAND ~'~ FT
COMMENTS
PERFORMED BY: /~/./~"~- I CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDEI:INES IN EFFECT ON THIS DATE. · DATE:
72-008 (Rev. 4/85)
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
PER.ORMEO POR= ~P~J~ ILl ~¢:~ DATE
LEGAL DEscR,pTION:LZPT ,-~/ '~ '~"~1]" ~1~ Township. Range, Section:
5-
6-
7-
8-
9-
11
13-
14-
15-
16-
17.
18-
19-
20-
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
SLOPE SITE PLAN
Gross Net Depth to Net
ReadingD~te Time Time Water Drop
~,;,, I, " I;I,~' -~ ! ;,~>1 ' I,~'~,
PERCOLATION RATE ~'~ (minute~inch) PERC HOLE DIAMETER /-~ I/
· TEST RUN BETWEEN ~'~ FT AND ~ FT
PERFORMED BY: /~/~ I CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
72-008 (Rev. 4/85)
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
SE~L)
PERFORMED FOR:
LEGAL DESCRIPTION: ~--~!
DATE
7-
8-
9
10
11
12
13
14
15
16
17
20-
COMMENTS
SLOPE
WAS GROUND WATER
ENCOUNTERED?
SITE PLAN
· DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER . ..
TEST RUN BETWEEN
ACCORDANCE WITH ALL STATE AND MUNiCiPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ~I~/~~'
72-008 (Rev. 4/85)
SHEET NO. OF
CALCULATED BY. '~ ~ DATF
CHECKED BY DATE
SCALE
TESTHOLE NO. 12, LOT 3
DESIGN FACTORS:
SYSTEM REQUIREMENTS:
Four Bedroom Home
Percolation Rate: 2 Min./Inch
Application Rate: ~8 GPD/SF
Shallow Bed System
1250 Gallon Septic Tank
(4 Bdrms. X 150 GPD) / .8 GPD/SF = 750 SF
Therefore: Construct Shallow Bed 18' X 42'. Bottom of Bed
Below Original Ground Surface.
to be 2*
TESTHOLE NO. 18, LOT 3
DESIGN FACTORS: SYSTEM REQUIREMENTS:
Four Bedroom Home Shallow Bed System
Percolation Rate: 17 Min./Inch 1250 Gallon Septic Tank
Application Rate: .4 GPD/SF
(4 Bdrms. X 150 GPD) / .4 GPD/SF = 1500 SF
Therefore: Construct Shallow Bed 30' X 50'. Bottom of Bed to be 3'
Below Original Ground Surface.
LOT 4
Municipality o! Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
PERFORMED FOR:
DATE PERFORm
3
4-
5
6
7
8
9
10
11
12
13
14
15
16-
17-
18-
19-
20-
Township, Range, Section:
SLOPE
I IIIII
iROUND WATER
ENCOUNTERED? .. ~J O
BaH
GP
SILTy
SA~D
IF YES, AT WHAT
DEPTH?
Depth to Wate~ After
Mmlitoriflg? ~ WF~'r~- Date:
SITE PLAN
II
S
L
O
P
E
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION BATE 4/ Immutes~mch) PERC HOLE DIAMETER
TEST RUN BETWEEN 4/ FT AND ~ FT
PERFORMED aY: tv~, ~ ~ i~-A D D E.A.J i~4Z~/~'/~"~ £-"~"IFY THaT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUiDELiNES iN EFFECT ON THiS DATE. DATE;
PERFORMED FOR:
LEGAL DESCRIPTION:
Murllctpallty of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street. Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
~?
10
11
12
~m
16
17
18~
Micha~ ~, Anderson
19 - 438't - ~
20-
COMMENTS
Township. Range, S~tion:
SLOPE
WAS GROUND WATE. R
ENCOUNTERED?
S
IF YES, AT WHAT ~)
DEPTH? p
E
Depth to W~ter ~er
Meeitoriflg? NO u.'~,'r'~,~. Date:
SITE PLAN
Gross Net Depth to Net
Reeding Date Time Time Water Drop
/ ~'-/~,- ~ 7- _ -- /o ,, ~
z ,, ~, s ~t, 5 /I" /"
.~ . % 5 .5 I Z " i"
,4 " /q,~ 5 I ~" /"
S 15,5 5 /'~" /"
· PERCOLAT ON RATE ~C' Im,nutes/~nch~ PERC HOLE DIAMETER --
TEST RUN BETWEEN ~' FT AND &. ~'- FT
PERFORMED BY: 'V~, ~l~C FA~:33:)~,..IJ i~~4~ ~.~"~'"~CERTIFY THAT THIS TEST WAB PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE, DATE; ~/~'/q ~'~ '
Mu.ictpaity o; Anchorage
DEPARTMENT OF HEALTH & HUMAN.SERVICES
825 'L" Street. Anchorage, Alaska 99502-06,50
SOILS LOG -- PERCOLATION TEST
PERFORMED FOR:
LEGAl.
I
2
PT
. ~fc5
POORLy.
G~OFD
12
13
14
15
16
Town~,lip. Range, Section:
SLOPE
WAS GROUNO WATER
ENCOUNTERED?
IF YES. ATWHAT
DEPTH?
SITE PbAN
PERCOLATION RATE ~ (mmu~mch) PERG HOLE DIAMETER
TEST RUN BETWEEN .~.~..__ FT ANO ? FT
ACCOROANCE WITH AU. STATE AND MUNJC~PAI. GU~OEUNES IN EFFECT ON ~ DATE. 0ATE;
JO8
SHEET NO. OF
CALCULATED B~ DATE
CHECKED BY. DATE
SCALE
JOB
SHEET NO
CALCULATED BY
CHECKEDBY
SCALE
OF
DATE,
OL6,, · ,
MJchaeJ E..&l des-son
,4381 - E