HomeMy WebLinkAboutCONTOUR ACRES #3 BLK 2 LT 3Contour Acres
#3
Block 2
Lot 3
#017-451-15
Municipality of Anchorage Poe, 1 of 4
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: 345-4744
On-Site Wastp.~ .a~e~ ,D. isposal System and/or Well Inspection Report
Permit Number:, SW980446 PID Number:. 017-451-15
JOHN ENG Wastewater System: · New 1-1 Upgrade
P.O. BOX 241568, ANCHORAGE, AK 99524 ABSORPTION FIELD
Ph°ne:~907/f 1 561--1993 DDeep Trench IShaltow Trench r'lBed nMound rlOther
LEGAL DESCRIPTION ~' ~ o.6 ~o/s~ r~ 5.8-7.9/5.0-8.1
3 2 CO~NTOUR ACRES ~3 2.9-5.0/2.0-5.0 ~ 3.0
- - - 1.4-2.2/-0.2-2.5 ~L 121/114
WELL: · New r-I Upgrade 5.0 ~ 2
PRIVATE 249 rL 249 rL 2030 so. r~ ASTMD-3034/F810
ALPINE DRILLING 3/17/99 230 rL WHFFrERS 8/16-18/00
4 ~u UNKNOWN ~ 2 ~ .TANK
SEPARATION DISTANCES · sop~= r'l Holding t'l $.T.[P.
· rom Tank Reid StaUon Tank s,,, u~, ANCHORAGE TANK 2500
Well 100'+ 100'+ -- -- 25'+ STEEL 2
Surfac. Water 100'+ 100'+ - - - LIFT STATION~
Une S'+ 10'+ -- -- ~ ~ '
FoundaUon 5'+ 10'+ -- _ _ 'Pu~e ce' ~ ec - '
Cur~aln ~ ~T.'r~ ~-~.~ ~
Drain NONE~ KNOW~
~emorks: BENCH MARK
TOP OF FOUNDATION CLEANOUT.
iA,..~ 101.15
Inspections performed by: AWWC, INC. Dates: ,st 8/16/oo' z ~. ,~.~ ~.. !
2n, sZ,,/oo ""'3:
Department of Health and Human Services .approval ~nT~.~'... ¢ E-7953 ...'
y~D ~J~"~°'" .............
R~v~ewed and approved b ate: ~-~-~/
PERklff NUMBER: AS BUILT DRAWING PARCEL ID NUMgER:
SW980446 ~ 017-451-15
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DB~ 92.16142.43 // // X/ I / I
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~3 144.16 112.82 I /
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' CONSULTANTS INC.
JOHN ENG (907) 561--1993 2 OF 4
comou, ,c,Es s/, ~3= LOt ~. ,LOCX
AS-BUILT OF SEPTIC SYSTEM
A B
ST1 83.53 25.02
5'1'2 89.33 37.26
DBL1 91.45 40.40
DBl.2 92.16 I 42.43
C01 144.20 91.99
MT1 134.78 90.62
C02 78.06 130.75
MT2 84.44 113.21
CO3 151.00 111.77
M'r3 144.11 112.82
C04 101.61 147.75
IdT4 107.29 132.47
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~Sl~ BSVI'ER & B~STE~TER K.D.W. ~V<~: Ii Il I~, .~
CONSULTANTS. ~NC., ~ [~A ~'/~ ~ ~t
~.~/LI.~ ~~ [2 ..............
JOHN ENO (907) 561-1995 5 Or 4 A~,ess-
CONTOUR ACRES S/D ~3; LOT 3. BLOCK 2 'i,¢~_-.. .. x .
~[ OF WORK:
AS-BglLT OF WELL LOOATION
AS-BUILT DRAWING
SW980446 017-45
WE~ TRENCH ~ST TRENCH
~ It2~.s' LONGI ~
~ ' ~.~1 (AV~ ~ ' ~.~1 (AV~.)
~z~ ~%~ L
~S~ ~TER & ~STEWATER ~ ~.~.w.
"' CONSULTANTS, INC.,
PR~ FOR: PHONE NUMBS: P~E NUMBS:
JOHN ENO (907) 561-1995 4 OF 4 .r, . '
~ ~ 'r~ A. Oames
C0,TOU, ~c,~s s/o ~= ~OT ~. ~0C~ ~. .~...~ ......... .~'~
AS-BUILT PROFILE OF SEPTIC SYSTEM
Fro, = RLPII, E DRILL ~7 345 ~ ,,Tul.23.2000 09:10 PM
Municipality of Anchorage
Department of Health and Human Services ·
825 'L' Street
P.O. Box t96650 Anchorage, Alaska 99519.8650
Rick My~trom http:llwww.¢i.enehotege.ik.u~
May~r
Permil Number: #SW 980446 Dale of l[~ue: 11-1~-~6
Dale Slatted: ~-2.99 Date Completed:, 3.17.99
Legal Description:
Pro~r~ ~ner Name & Addr~s:
'Borch~ic Data:
Soil Type, Thlckn ess & Water Strata Frtm~ To
Stick.,p 0 ~
gravelly sill 2. 43
silt 43 49
sandy silty gravel 49 57
gravelly silt 57 109
sandy slit 109 123
gravelly cobbly silt 123 230
silly sandy gravel-moist 230 245
water sand end gravel 245 249
Blk 2 lot3 Contour Acms #3
John Eng
P.O. BOX241568
Anchorage, Ak.99524
Depth (fl)
RECEIVED
JUL 26 2000'
MUnicipality of Anchor
· Dept. Health &
....... oerwces
Parcel Identification Number: 017-4,0!-15
Is well located at approved permit location? [] Ye, n [] No
Method o~ b'rllllng [] air rolury [] cable tool
Casing typo: Stoei
Wall Thickness: ,;~0 inches
Diameter: ~ inches Depth: ~ fcc1
Lluer Type:
Diameter: ~ inches Depth: ~ feet'
Casing sflckup above ground: ~
Static wa~er level (from ground level): 230 ct feet
Pumping level: 249 feet'alter
~ hours pumping ~ gpm
Recove~ Rate: p gpm
Method of T~tlng: airli~
Well Intake Opefilng Type:
~ Open End ~ ~en Hole
~ Scrccn~ Stun . feet Stopped ~ feet
~ PcrforationsSta~ feet Stopped ~ feet
Grout Type: ~entonlte ~ Volume:
Depth: Slart ~ f~ Stopp~ ~ f~t
Pump: Intake Deplh ...... feet
_ Pump size hp Brand Name
Well Disinfected Upun Completion? [] Yes [] No
Method ofDislnfectlon: .chlprine
Comments: ~:~ co'J2
Well Driller: Alpine Ddlling & Enterprises
P.O. Box 110496
Anchorege, Ak 99511 AK Zip
00T-31-2000 TUE 11:14
FRX NO, 5616626
post-It' Fax Note 7671
LOT 2
LOT 4
LOT 3
6.12 ACRES
LOT 3
LOT 5
N89'36'38"[
299.23
w~Jh C0RN~RST0~ CONS[~JC~0N
SLANA SURVEYS INC.
LOT 3
CO~IOUR ACRFS, 3rd
P, O1
LOT 4
ADDITION
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Sen/ices
On-Site Sen/ices Program
825 L Street, Room 502
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343.4744
1/71
Expiration Date: Nov 18, 2000
Permit Number: SW990412
Legal Description: CONTOUR ACRES #3 BLK 2 LT 3
Design Engineer: 0041 AK Water & Wastewater Consultant
Owner Name: John Eng / Cornerstone Construction
Owner Address: PO Box 241568
Anchorage, AK 99524-
Parcel ID: 017-451-15
Site Address: 005300 COUNTRY CLUB LN
Lot Size: 266587 SQ. FT.
Total Bedrooms: 8 Permit Bedrooms: 8
This permit is for the construction of:
[] Disposal Field [] Septic Tank [] Holding Tank [] Privy
[] Private Well [] Water Storage
A~I construction must be in accordance with:
1. The attached approved design.
2. Ail requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of A~aska
Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ).
3. The engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-4744 ( 24 hours ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
5. The following special provisions.
This is a renewal of permit #SW980446 issued 11/18/98
A well log has not yet been received.
Date:
October 25, 1999
Municipality of Anchorage
Department of Health and Human Services
P.O. Box 196650
Anchorage, Alaska 99519-6650
Attention:
Mr. James Cross, P. E.
Program manager
On site services
Contour Acres no. 3, Blk. 2 Lot 3
Permit number SW981M46 PID number 01745115
Permit renewal
Dear Mr. Cross,
There is a chance that the septic system designated by the permit number referenced above
may not be installed by November 18, 1999. I would like to request a new permit, or an extension
of the existing permit, what ever is most appropriate. I will complete construction ofthe house
during the construction season of 2000. My original plans involved constructing the house during
1999, however the Municipality of Anchorage used the period between May 21, 1999 and August
2, 1999 to review and approve the building permit. As a result, there was not enough time to
complete construction this year. Since the foundation work is nearing completion, it should enable
the house to be completed during the 2000 construction season.
The water well has been successfully drilled and is located in the north west comer of the
property. If you do not have the water well drilling report, please tell me and I will get another copy
from Mr. David Harper of Alpine Drilling, as he drilled the water well.
Please call me at 561-1993 if you have questions or comments. My facsimile number is 561-
7899 and my e-mail address is cjeng@comerstoneak.com.
Sincerely,
C. John Eng
copy- file
Attention: Mr. James Cross
Facsimile number 343-4786
See two attached pages
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Services
On-Sire Services Program
825 L Street, Room 502
P.O. Box 196650. Anchorage. AK 99519-6650
(907) 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT
Initial
Date Issued: Nov 18, 1998
Expiration Date: Nov 18, 1999
Permit Number: SW980446
Legal Description: CONTOUR ACRES #3 BLK 2 LT 3
Design Engineer:. 0041 AK Water & Wastewater Consulta
Owner Name: John Eng / Cornerstone Construction
Owner Address: PO Box241568
Anchorage, AK 99524-
Parcel ID: 017-451-15
Site Address: 005300 COUNTRY CLUB LN
Lot Size: 266587 SQ. FT.
Total Bedrooms: 8 Permit Bedrooms: 8
This permit is for the construction of:
[] Disposal Field [] Septic Tank [] Holding Tank [] Privy
[] Private Well [] Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. Ail requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ).
3. The engineer must notify DHHS at least 2 hours prior to each Inspection. Provide notification by calling
(907) 343-4744 ( 24 hours ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either:. A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
Alaska Water & Wastewater Consultants, Inc.
7320 East Chester Heights Circle ~ Anchorage ~ Alaska 99504
(907) 337-6179 ~ Fax (907) 338-3246
Consulting Engineers
November 1 i, 1998
Municipality of Anchomge
Department ofIlealth & ltuman Services
Division of Environmental Services
On-Site Services Section
P.O. Box 196650
Anchorage, Alaska 99519-6650
Reft Well and Septic Design for Lot 3, Block 2, Conlour Acres Subdivision #I
To whom it may concern:
The proposed 8 bedroom house is to be served by a private well and septic system. Comments
regarding the proposed design are summarized as follows:
1. SOILS: Four test holes were excavated in the area of the proposed septic system and eight
percolation tests were performed in thc test holes. Thc soil classifications ranged from ML to
MIJGM to SM and the percolation rotes ranged from 2.2 minutes/inch to 24 minutes/inch (see
attached soil logs).
2. TRENCtl DESIGN:
a. Percolation Rates: .6.6, 2.2, 7.27, 10, 24, 8.6, and 21.8 minutes/inch
b. AlIowable Application Rate: 0.6 gallons/day/fl2
c. Number of Bedrooms: 8
d. Des!gn Flow: 120.0 gallons per day
e. Minimum Absorption Area: 2000 1l2
f. Maximum Total Depth: 8 feet (on uphill side)
g. Effective Depth: 4 feet
h. Width: 5 feet
i. Reduction Factor = 0.50
~. Minimum Length: 2 ~ 100 feet lonqg each (200 total length)
Effective absorption area = 2000
3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed
upgrade.
4. TOPOGRAPI1Y: As can be seen on the topography site plan, the slopes in the area of the/
proposed septic system varies from 5% t.o 28% running from approximately northwest to(x_
southeast. The proposed trenches are to be installed parallel to the slope contours and all effort~
will be made that no cutbanks arc made during construction.
I am unasvare ot' any adverse impacts this installation would have on adjacent wells or septic
systems. If you have any questions, please contact me at 337-6179, or 244-9612. Thank you
for your assistance.
Sincerely,. .
./ /~J ~/ ~~-~' / _~, I, / ~
'% 15" II
· ,,~,,, ~.~,~ / ///
_ ',~',, (s~ ~..~ ~ ~ ~) ~ / I
/,~ ~,X',, / / /
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, ' ,1~ ~
~T5 B~ :, , ~ i '
~NTOU~SZ~ I ' ,It
/ L .........
, ' ~-~ ................ ~ .................... t ......................... I-~
SITE P~N FOR PROPOSED SEPTIC SYSTEU ~f~ .... . t
./ \
\ PROPOSED
[ _ ~~~oUSE ~ - / / s~P~C ~ ~
~vX~-~ I ~ ,~1;
~ ~o~ u.~ ~ mo.
TO CON~N.
~ '~~~~/~,/~' I I
6' ,'/ X/ , /,
~TER~TE
S~
~' DEEP (M~IMUM) ~ / / /
5' WIDE
............... ~ ~D 4' OF C~, W~HED
~u~: ~m~n~ ~ ~ n~o~
lPg,,- TO SLOPE COmOURS. I ....
~S~ WA~~ W~A~ CONS~T~S, ~C. ~ O~..AI~,
CONTOU, ,C,[S SUa,~WS~ON ~. LOT ~.
DESIGN OF SEPTIC SYSTEM
561-1993/227-6554 -795
JOHN ENG
11/11/98 J.LM. 1 = 50' 2 OF 2
DEPTH TO DATE
3ROUNDWATER
UCHT SEEP 8/12/gB
· 12.5'
D~ 8/1 s/ga
DRY 8/21/98
AT.&SKA WATER ~ WASTEWATER
7.120 E. CHESTER HTS. CiRClE ANCHORAGE, AK. 99504. ~,~?v......~,~....~
P~NE: (907) xx7-6170 · irAN (907) =...18-3246 dj FX~.-\,'' /I I
SOIL LOG - PERCOLATION TESTI ~
lEGAL DESCRIPTION: CONTOUR ACRES SUBDMSIBN, LOT 3, BkOCK 2 ,' ......... 'J ..... ~.'[ ..... '~'
DATE PERFORMED: u/~z/~u ¥/~g :.. NO. 9608 ..'
B~.~----~ , ........... , *~ '..... C.E......" ~,~
2-1111111il ~
6
7 DEPTH TO +rH/,~ ,
~ IIIIIIiIANO UTTU[ GRAm. UCHT SEEP 8/12/g8 ,
I I lllll:l !~ ----- i *~"~ '~"~ //i
B~ Illill'l i~ ~ I~ ///
/ /TiT/i/
11 --] I lJlll !1 DATE n~=~nlNc- CLOCK NET TIHE WATER LEVEL NET DROP
12-1 Iltill'l a/~8/~8 PERC. I')LE WAS PR~OAKED 4+ H 'URS PRIOR TO
IIIIIIII ~ ~ - ~
'-~-I Illllll _- --: 2 -~ _- =,o 1 ,/,- ,
1,-I IIIII1,1 - -- ~ ~ - ~ '---~--'
I I
C.~NHENTS: PERCOLATION DATA ON THIS PAGE FOR UPP :R BENCH F '~'~C. 'HOLE )NLY.
PERFOMED BY ALASIiA WATER & WASTE'WATER I, \fl/Vlll~ ~ ~J [J ~ . CERTIFY THAT
THIS WAS PERF. ORME D IN ACCORDANCE wm-t ALL .,.[1'~ E~-A~D~ MUNICIP,~ L GUIDEUNES IN EFFECT ON THIS
DATE. DATE: [[[~
'ALASKA WATER & WASTEWATER
P~NE (907) ~7-6179 * F~ (907) 338-3246 '"'
I SOlLLOG - PERCO~TION TESTI
~CAL DESCRI~ON: CO.OUR ACR~ SUBD~SION. LOT 3. B~CK 2
DA~ PERFORMED: 8/I~/98
" GW .....
3-- ~.* ' GP mmmam~ ML
' ~ ~ SEE PAGE 1 OF 2
7-- ~ DE~H TO
0 SRO~WATER DATE
8--
~ S~ PAGE 1 OF 2
~ CLOCK ~ TIME WATER ~EL ~ DR~
11 -- ~ DATE ~NG TIME (MI~ES) RE'lNG (INCHES)
2 2:43 10 1 1/4' 4 3/4
13 -- 3 2:44 ~ 6'
4 2:54 10 1 1/8' 4 7/8
7 3:06
9 3;17 --
17-- 10 3:27 10 1 1/2' 4 1/2
CO~S: P~ON ~TA ON ~IS P~E FOR ~ rER BENCH~/RC.
~HO~
qNLY.
~lS W~ PERFORH~ IN ACCORD~CE W~ ~ ~TE ~D MUNICIP~ GUIDEUNES IN ~E~ ON ~lS
/
DEPTH TO
GROUNDWATER DATE
SEE PAGE 1 OF 2
ALASKA WATER & WASTEWATER
.=.~- U,F.,./~ l ~,%
7.320 E. CHESTER HTS. C~ECLE ANCHOEAGE, AK. 99504
I$OIL LOG - PERCO~TION TE~TI ~"' /~""~Y~
PERFORMED FOR:. JOHN ENO
DA~ PERFORMED: 8/12/98
~ ~,mmum GM ~ CL
,,: ,.,,,
- ~L/GU Gc .m. ~
I* :W~o~% SW ~ ~H
5-- [~i ~ ~ m CH '
S-- ~(~< SC
7--:, , SRO~WATER
~ .= ~'J
' '~ I DATE ~{NG CLOCK <T TIHE WATER ~L ~ DR~
11 --~+~]' I' SM TIHE (HI~ES) RE.lNG (INCHES)
~:'=~ w~ sP ~NS~ 8/18/98 P~C. ~ }~ W~ PROOFED 4~ H ~URS PRIOR TO ~NO
15-~ UL ' 6 =:=9 =o 1 7/~' 4 1/8
~l~l~ ~ D=SE
16--~ B.O.H.
17~
19-- ~TI~ ~ 7.27 (HIN.IIN~) ~. H~ DI~ 6 (l~S)
20-- T~T ~ B~ , 4.0 ~. ~ 4.5
~HHE~S: PER~ON ~TA ON ~IS PAGE FOR UP~ :R BENCH P~. HO~ Oh LY.
P~o~D ~ A~ WA~R · W~AT[R ~. mL~ ~ ~ ~ . C~ T~T
~IS W~ PERFORM~ ~N ACCORD~CE W~ ~ ~A'~ ~D MUNICIP~GUFDEUNES IN ~E~ ON ~IS
DA~. DA~
DEPTH TO DATE
SROUNDWATER
DRY 8/12/98
DRY 8/18/98
DRY 8/2~/98
'ALASKA WATER & WASTEWATER
~,, O..F. 4~ ~,
ISO LLOG - PERCOLATION TESTI
PERFORMED FOR: JOHN ENO t.r~. ..j.. .~.~
DATE PERFORMED: 8/12/98
~-.'... ~o. ~oa .."
ITEST .O E
1- PAGE 2 OF 2
2-:
~ '~,' GW ====:1
3-- ~GP II I III I"~ HL
...... SW MH
5-- ~ ~ CH
6- ~ SC SEE PAGE 1 OF 2
7-- ~, DEPTH TO DATE
0 GROUNDWATER
8--
~ SEE PAGE 1 OF 2
hi
1 $ -- ~ DATE READING CLOCK NET TIHE WATER LEVEL NET DROP
TIHE (HINUTES) READING (INCHES)
12-- 8/18/98 PERC. HO E WAS PRD;OAKED 4+ HO" RS PRIOR TO TE:~NG.
1 2:09
13-- __ 2 2:,~9 30 2 7/8' 3 1/8
3 2:40 ~ 6'
4 3:10 30
6 3:41 30
~7~
1B~
19~! PERCOLATION RATE 10 (HIN. IINCH) PERC. HOLE DIA. 6 (INCHES)
20--,- TEST RUN BETWEEN 7.0 F'T. AND 7.5 FT.
PERCOLATION
~c.
~TA
THIS WAS PERFORME[~ I~1 ACCORDANCE WITH ALL ~ ~¥E AND MUI ilClPNY GtJlDEUNES IN EFFECT ON THIS
DATE. DATE:
DEPTH TO DATE
GROUNDWATER
SEE PAGE 1 OF 2
'ALASKA WATER & WASTEWATER
782o B CHES~.R ~. o~ctz · ~CHO~E,
PHONE (907) 3.37-6179 * FAX (907) 3~8-3246
LEGAL DE~CRIF~'IDN: DONI'OUR ~R~ SUB~S~O~, tOl ~, Bme~ ~ ............. , ...........
DA~ PERFORMED: 8112198
~{ ro f e~loO
I mEST HOLE
ORG P,C~
~m
7 iTiTIII ML DE~H TO
3RO~WATER DATE [SITE
][/mmmm m
11 DATE ~ING CL~K
TIHE (HI~ES) RE. lNG (INCHES)
12 B/19/98 PERC. E3~ ~ P~ ~0~ 4+ H)URS PRIOR TO ~hNG
13 ~ 2 11:20 ~0 3' 3
6 12:22 30 3" 3
16
17
18
~OHHE~S: P~CO~ON ~TA ON ~IS PAGE FOR U~ PER BENCH ~. HQ~ ~NLY.
~IS W~ PERFOR~E~ IN ACCORD~CE W~ ~ ~AtE ~b MUNICIP~ GUIDEUNES IN E~E~ ON ~IS
v
DEPTH TO
3ROUNDWATER DATE
DRY 8/12/98
DRY B_/19/gB
DRY 8/21/98
AI.ASKA WATER & WASTEWATER
P~NE (907) ~7-6179 · F~ (907) ~a-a246
~L DESCRI~ION: COmOUR ACR~ SUBDMSION, l~ ~, BroCK 2 [' ......
PERFORMED FOR: JOHN ENG ~ .......
DA~ PERFORMED: e/~2/98 ~,~ ~. NO. 9608
1- PAGE 2 Of 2
2-
........ SW HH
s-, ~ sc SEE PAGE 1 OF 2
i ~
7--: ~ DE~ TO
0 GRO~WATER DATE
8--
~ SEE PAGE 1 OF 2
~ CL~K ~T TI~ WAT~ ~EL
11 -- ~ DATE ~iNG TINE (HINGES) R~ING (INCHES)
12-- ~/19/98 PERC. HOlE W~ PRE;O~ED 4+ HOt ~ PRIOR TO
6 12:24 30 4 $/4' 1 1/4
COH~E~S: PE~O~ON ~TA ON ~IS PAGE FOR LO ~ER BENCH 'PERC. HO~ ONLY.
PERFOMED ~ A~ WA~R & W~AT~ I, I~D ~= CE~ T~T
~IS W~ PERFORMEDt IN ACCORD~CE W~ ~ ~, MUNI GUIDEMNES IN ~E~ ON
DEPTH TO
GROUNDWATER DATE
SEE PAGE 1 OF 2
'ALASKA WATER & WASTEWATER
P~NK (907} ~7-6179 · F~ (907) ~38-~246
[so;L LOG - P~CO~T~O, TE~ ~"' ~'"~%
~L DESCRI~ION: CO.OUR ACR~ SUBD~SION. LOT & BLOCK ~ ~ ........... { .... f,~
DA~ PERFORMED: 8/12/9B ~'~'.'
~., . NO. 9608 .
~%'-..... c.~......' ~,~
~~ iT[ST HOLE
ORG PACE 1 OF 2
· ~':~ OW ==z=: ~G
' .'-" GP ;~1111 NL
........ SW NH ,
DE~H TO .rHf~
~ IlJlJllll~j~[~] ME ~RO~WATER DATE SITEP~
W~ SM ~S~ O~ 8/12/g8 ": O0
D~ 8/19/98 +mO2 +THt5
D~ 8/21/98
10 ~
11 DATE ~JNG ~ N~ TI~ WATE~ ~Ek ~T
TINE (Hl~ES) RE. lNG (INCHES)
12 ~/1g/98 PERC. )~ W~ PROOFED 4+ HiJURS PRIOR TO
~ 1 10:58 6'
~ 3 ~ 2 11:28 30 2' 4
14 ~. 3 11:2g ~ 6'
~ 4 11:59 ~ 2 1/2' 3 1/2"
~5 ~ 5 12:00 6'
6 12:30 ~ 2 1/2' 3 1/2'
~6 B.O.H.
19 ~Tl~ ~ 8.6 .(HIN. IIN~) ~. H~ DI& 6 (I~HES)
20 T~T ~ B~ 4.0 ~. ~D 4.5
CONNERS: P~ON ~TA ON ~IS P~E FOR UP ER BENCH PE~. HO~
P~FO~ED ~ A~ WA~R & W~ATm I, ~ S~ ~~ . O~ T~T
roms w~ PeRro.~m ~N ACCORO~C~ W~ ~ s~re ~D aU~ C~P~ gUIDEUNES IN ~E~ ON ~IS
DEPTH TO
3ROUNDWATER DATE
DRY _8./1_2/98
DRY 8/19/98
DRY e/2~/oe
'ALASKA WATER & WASTEWATER
ISOIL LOG - PERCO~TION TEST[
~L DESCRI~ION: CO.OUR ACR~ SUBD~SION, t~ 5, B~CK 2 .............. ~ ..........
PERFORMED FOR: ,JOHN ENO ...
DA~ PERFORMED: 8/12/98
4~
~GC~'~')' ~
5~ ~ ~~ CH
s- m~ SC SEE PAGE 1 OF 2
7-- ~ DE~ TO m
0 GRO~WATER DATE
~ SEE PAGE 1 OF 2
11 -- m DATE ~{NG CL~K NET TIME WAT~ ~EL ~ DR~
TIME (MI~ES) RE.lNG (INCHES)
12~ ~/1g/98 P~C. HO E W~ PRD;O~ 4+ HOi
14~
15~ -- 5 12:02 6'
6 12:52 ~0 4 5/8' 1 5/8
lg-- m ~TI~ ~ 21.8 ,~IN. IIN~) ~. H~ DI~ 6 .(I~ES)
20- ~J m~m ~ a~ 7.0 ~. ~ 7.5
NLY.
P~FOMED ~ A~ WA~R ~ W~LWATER I, ( ~- { <~ , C~ T~T
~IS W~ PERFORHE~ IN ACCORD~CE W~ ~ R&T~ ~D MUNICIP~ GUIDEUNES IN E~E~ ON
DEPTH TO
GROUNDWATER DATE
SEE PAGE 1 OF 2
July 24, 2000
Municipality of Anchorage
Department of Health and Human Services
P.O. Box 196650
Anchorage, Alaska 99519-6650
Attention:
Mr. James Cross, P.E.
Program manager
On site services
RE: Contour Acres No. 3, Blk. 2 Lot 3
Permit number SW980446 PID number 01745115
Dea~ 1~. Cross,
We will be installing the septic system this construction season. We hope to have the
installation and inspection occur during August.
As previously indicated, the water well was successfully drilled. David Harper provided
me with the attach report which I am providing for your use and files:
Please call me at 561-1993 if you have questions or comments. My facsimile number is
56 i-7899 and my e-mail address is cjeng@comerstoneak.com.
Sincerely,
copy- file