HomeMy WebLinkAboutSIEFKER #3 TR 2$i
ker
Tr 2
#015-281-29
MUNICIPALITY OF ANCHORAGE . [Jr
Community Development Department
Development Services Division
On:Site Water & Wastewater Program
· tJEl
1~d5~,,~~ ~ ON-SITE SEWER/WELL PERMIT APPLICATION
JUN ~, 9 ~0~5
Parcel I.D. 015-281-29 Gretche~ Stuller
" Property owner(s) Hailey Fike Day phone &~¢- G9 ~
Mailing address 3731 West 80th Avenue, Anchorage, AK 99502
Site address NSN Jerome Street
Legal de~ription (Sub'd., Block & Lot) Siefker ¢3, Tract 2
Legal description (Township, Range & Section)
Lot Size 198,050 .Sq. Ft. Number of Bedrooms 3
~ Phone: 907-343-7904
! Fax: 907-343-7997
RUSH!
TYPE OF DWELLING:
Single Family (SF) []
(w/we ADU)
Duplex (D) []
Multiple Dwellings []
(SF and/or D)
APPLICATION IS FOR: APPLICATION IS AN:
([~ all that apply)
Absorption Field [] Initial []
Septic Tank [] Upgrade []
Holding Tank [] Renewal []
Privy []
Private Well - []
Water Storage []
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further Certify that this is in accordance with
applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees:
Date of Payment:
Receipt Number:
Permit No.
. PlS lCl
Waiver Fees:
Date of Paymeht:
Receipt Number:
Waiver No.
Permit App_J- :. :2.Jc.'
GARNESS ENGINEERING GROUP, Ltd.
· :L., ..... :'...?..
ISOIL LOG - PERCOLATION TESTI I "'~':"~;~-~,""~rev~
LEGAL DESCRIPT ON' SIEFKER SUBDIVIS ON ~5, ~ACT 2 ,
PERFORMED FOR: MIKE WINFREE DATE' 5/21/2012 ~". ~'~ .-'
'
1 ~ PAGE 2 OF 2
~ SOIL CLASSIFICATIONS
2~
:.~,:~:~.~, GW ~$$$: ORG
4 -- 0 GC OL
5-- ~ ~ SW MH
SP CH
0 SM OH
6-- Z sc SEE ATTACHED SITE PLAN
0
7-- ~ DEPTH TO
~ GROUNDWATER DATE
8 ~ DRY 5/21/12
~ DRY ~/28/12
9--
10 J I
~1 -- ~ DATE READING CLOCK NET TIME WATER LEVEL NET DROP
0 TIME (MINUTES) READING (INCHES)
~ ~/28/~ 2 1 2:~0 0 6" _
12~
~ UPPER 2 5:O0 50 5 1/2" 1/2"
15 -- ~ BENCH 5 3:00 0 6" _
0 ~ 5:5o 5o 5 ~/2" ~/2"
1~ -- 5 5:50 0 -
~ 6 4:00 50 5 ~/2" 1/2"
~6--
17~
I8~
PERCOLATION RATE *60 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
19-
TEST RUN BETWEEN 1.0 FT. AND 2.0 FT.
20 ~ ~ A FOUR HOUR PRESOAK WAS PERFORMED: ~ YES ~ NO
SOILS LOGGED BY: ROB CAMPBELL PERCOLATION TEST PERFORMED BY: dODY MAUS
COMMENTS: PERK RESULTS ARE WITHIN ~TH OF AN
PERFORMED BY GEG, Ltd, I, dEFFREY A. GARNESS, CERTIFY THAT THIS WAR PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
DEPTH TO
GROUNDWATER DATE
DRY 5/21/12
DRY 5/28/12
GARNESS ENGINEERING GROUP, Ltd.
3701 E. ~lDOR ROAD. SUIT 101 * ANCHORAGE. AK~ 99507 * PHONE: (907)337-617g * FAX: (907)338-3246 * WEBSI~E: g~'nesse~glneering.com
ISOIL LOG - PERCOLATION TESTI
LEGAL DESCRIPTION: SIEFKER SUBDIVISION #5, TRACT 2
PERFORMED FOR: MIKE WlNFREE DATE:
ORGANICS
GM W/
LENSES OF
ML
12
15
14
15
16
17
18
19
2O
SOILS LOGGED BY:
COMMENTS:
ITEST HOLE //1I
PA6E I OF 2.
SOIL CLASSIFICATIONS
ORG
ML
CL
OL
MH
CH
OH
SC
DEPTH TO DATE
GROUNDWATER
DRY 5/21/12
DRY 5/28/12
SEE ATTACHED SITE PLAN
DATE READING CLOCK NET TIME WATER LEVEL NET DROP
TIME (MINUTES) READING (INCHES)
5/22/12 1 2:O0 0 6" _
LOWER 2 2:50 50 5 7/8" 1/8"
BENCH 5 2:50 0 6" _
4 5:O0 50 5 7/8" 1/8"
5 5:O0 0 6" _
6 5:50 50 5 7/8" I/8"
PERCOLATION RATE 120+ (MIN./INCH) PERC. HOLE DIA. (INCHES)
TEST RUN BETWEEN 5.0 FT. AND 6.0 FT.
A FOUR HOUR PRESOAK WAS PERFORMED: [] YES [] NO
ROB CAMPBELL PERCOLATION TEST PERFORMED BY: ROB CAMPBELL
PERK RESULTS ARE WITHIN f~TH OF AN INCH.
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS P~:RFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
~AllNESS ENC;INEERINC; C;ROUP, Ltd
ISOIL LOg - PERCOLATION TESTI I ~ ~ ~"~'"~r
LEGAL DESCRIPTION: SIEFKER SUBDIVISION ~ TRACT 2 ~
DEPTH ~
(f~t) ~ o,¢~,,cs ITEST HOLE ~2 ]
llll I PAGE I OF ~
SOIL CLASSIFICATIONS
~ G~ ~ ~L
'o~ GM~ CL
GC OL
~ ~ %% SW MH
~ SP CH
SM OH
SC SEE ATTACHED ~ITE ~LAN
DEPTH TO
GROUNDWATER DATE
~M W/
LENSES OF DRY 3/21/12
ME DRY 3/28/12
~o
11 DATE READING CLOCK NET TIHE WATER LEVEL NET DROP
TIME (HINUTES) READING (INCHES)
12 3/22/12 1 2:02 0 6" _
LOWER 2 2:32 30 5
13 BENCH 3 2:32 0 6" _
14 5 3:02 06- _
6 3:32 30 5 7/8" 1/8"
15
16 ~ ~I~A~LE FOR ~glT~ SEPTIC SYSTEW:?
17
18
19 PERCOLATION RATE 120+ (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 5.0 FT. AND 6.0 FT,
20 A FOUR HOUR PRESOAK WAS PERFORMED: ~ YES ~ NO
SOILS LOGGED BY:. ROB CAMPBELL PERCOLATION TEST PERFORHED BY: ROB CAMPBELL
COMMENTS: PERK RESULTS ARE WITHIN ~TH OF AN INCH.
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS .PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
DEPTH TO
GROUNDWATER DATE
DRY 3/21/12
DRY 3/28/12
GARNESS ENGINEERING GROUP, Ltd.
3701 E. ~JDOR ROAD, SUITE 101 * ANCHORAGE, AK* 99507 * PHONE: (907)337-6179 * FAX: (907)338-3246 * WEBSITE: gomessenglneering.com
[SOIL LOG - PERCOLATION TESTI
LEGAL DESCRIPTION: SIEFKER SUBDIVISION #5, TRACT 2
MIKE WINFREE DATE: 5/21/2012
PERFORMED FOR:
DEPTH
(feet)
I
2
4
5
[TEST HOLE
PAGE ? OF
SOIL CLASSIFICATIONS
ORG
ML
CL
OL
MH
CH
OH
SC
DEPTH TO DATE
GROUNDWATER
DRY 5/21/12
DRY 5/28/12
SEE ATTACHED SITE PLAN
PERCOLATION RATE =:1'2'I~ (HIM.lINCH) PERC. HOLE DIA. __(INCHES)
TEST RUN BETWEEN 1.0 FT. AND 2.0 FT.
A FOUR HOUR PRESOAK WAS PERFORMED: [] YES [] NO
SOILS LOGGED BY:. ROB CAMPBELL PERCOLATION TEST PERFORMED BY: JODY MAUS
COMMENTS: PERK RESULTS ARE WITHIN ~TH OF AN INCH. ~!LL~EOUIRE ~AT, '1[I ~DVANCED WASTEWATER~
SYSTEM. ' '
PERFORMED BY GEG, Ltd. t, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS.PERFORMED~ ~ IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ~/~[12.
DATE READING CLOCK NET TIME WATER LEVEL NET DROP
TIME (MINUTES) READING (INCHES)
5/28/12 1 2:51 0 6" _
UPPER 2 5:01 50 5 1/4" 1/4"
BENCH 3 5:01 0 6" _
4 3:31 30 5 1/4" 1/4"
5 3:31 0 6" _
6 4:01 30 5 1/4" 1/4"