HomeMy WebLinkAboutCINERAMA TERRACE BLK 2 LT 17'Cincrama
T
Block 2
Lot 17
#020
115-10
Municipality of Anchorage
Development Services Department -'= = -
Building Safety Division
On-Site Water & Wastewater Program, 4700 8outh Bragaw SL
www.d.anc~.ak.us (907) 343-7904 Page 1 of
On-Site Wastewater Dlspceal System and/or Well Inspection Report
Permit Number. SWO00502 P]D Number:. 020-- 115-- 10
Nome')AVE LONGLEY Wastewater System: · New ri Upgrade
17000 KING'S WAY DRIVE, ANCH. AK, 99516 ABSORPTION FIELD
(907) 727-4544 2 ri Deep Trench · Shallow Trench Oiled rlMound mother
LEGAL DESCRIPTION ~" ~ 0.45 ~o~. *o.9-1.o
17 2 ClNERAIdA TERRACE 0.5 r~ 0.5
Townlh¥: Range: Section: re ~ ~ ~.~--' ~ e'~4~'[
- - - SFF DRAWING r~ 4 0 55' EACH)n.,
WELL: · New ri Upgrade 5 r~ 4 '
PRIVATE 212 ~ 201 rt 700 se. rt D 5054/ F-810
ALPINE DRILLING 3,/15/01 14 ..l ~'~I:'K'S CONTRACTING 9/19/01-9/21/01
40 ~ 200 ,~ 2 ~ TANK
7o s~u¢ ~oq~o. st~.uft Ho~*.~T~.k ~,?~'~ ANCHORAGE TANK 1000
Well 100'+ 100'+ - - 25'+ STEEL 2
:.rto:, wot,~ ~oo'+ ~oo'+ - - - LIFT STATION
Curt°in
Drain
~e,~ar~: BENCH MARK
eORIGINAL (~RADE TO TOP OF SAND REAR DOOR SILL.
Inspections performed by:
5th 9/22/01
Reviewed and approved bY~ Dote:/2.//I/O/
SW000502 020-115-10
/-nN~ ORAOI: - gg.B
A B ~P OF T~K A~ = ~ / = ~P OF T~K AT ' '
~2 98 ~48 ~ ~ ' ~TM
~ ,8.81 66.0 /~ N~ '000 GALLON '~I
C01 69.2 65.7 I~ OF BUNG~ SEPTIC TANK ~ OF BUNG AT / I
, ~1 72.8 60.4 AT IN~ m 9566[ ~) O~ .=./m 9492 ~ I1~'
A B
STI 15.5 28.5
ST2 9.8 34.8
DBL1 9.0 37.2
DGL2 8.8 37.8
Fl) 68.8 66.0
C01 69.2 6.5.7
MT1 72.8 60.4
C02 80.1 58.5
CO3 90.0 81.5
IdT2 95.2 78.8
C04 99.1 76.7
C05 106.0 97.5
MT3 107.1 92.6
C06 114.2 93.8
C07 123.2 112.2
MT4 123.4 107.7
C08 131.5 110.3
I
K,D.W.
ALASKA WATER & WASTEWATER
CONSULTANTS, lNG.
," = ..... .
..~ ~.: ..o.~ .u.a~ ~ .u.~: ~~~ ......... :...~
CINERAMA TERRACE SUBDIVISION; LOT 17. BLOCK 2
~[ o~ wo.~ ~r
AS-BUILT DRAWING OF SEPTIC SYSTEM UPGRADE
AS- BUILT DRAWING
SW000502 020-115-10
.EAST TRENCH FAR EAST TRENCH
I~ - / - 88.4 + flL~R F~RIC~ / / ' 86.4-87.2
IL' .. ~ ;;' ~'i':'~..~ , ~o.2 ...'.. ',' ...........
/ '::';"' ...... ~',";~" ~I~RT OF PPE -- '
/
/ ~ ORIGt~
% o;,~ ,,. ...... ~ ,, ~,,.,, . ,.,.,, . ., ~ .
~...::~.' ....... !;2,, ~, ~1~ OF PIPE
....... R" ' % - 833
BOSOM OF ~
~M - 81.2
~ ~/2o/2oo~
K.D.W.
~SI~TER & WASTE~TER ~: ~ ,.~ ~ ~ [ ~"x~
PREPPED FOR: PHONE NUUB[R: P~[ NU"BgR: ~ ~ h~lp~..~..~ ~.~
DAVE LONGLEY (907) 727-4~44
ClNERAMA TERRACE SUBDIVISION; LOT 17, BLOCK 2
PROFILE AS-BUILT DRAWING OF SEPTIC SYSTEM UPGRADE
Municipality of Anchorage
Department of Health and Human Services
825 'L' Street
P.O. Box 196650 Anchorage, Alaska 99519-6650
Rick Mystrom htr p:l/www.ci.anchorage,akus
Mayor
Permit Number: #SW 000502 Date of Issue: 12-19-00 Parcel Identification Number: 020-115-10
Date Slarted: 3-15-01 Date Completed: 3-16-01 Is well located at approved permit location? [] Yes I'-[ No
Legal Description: Cinerama Terrace BIk 2 Lot 17
Property Owner Name & Address: Dave Longley
1556 Wintergreen St.
Anchorage, Ak 99508
Borehole Data: Depth (fi)
Soil T)pe, Thickness & Water Strata From To
stick-up 0 2
organic 2 4
gravelly silt 4 98
silty sandy gravel-h20 98 120
gravelly silt - wet 120 198
Bedrock-highly fractured 198 212
Method of Drilling [] air rota~ [] cable tool
Casing type: steel
Wall Thickness: .025 inches
Diameter: _6 inches Depth: 201 feet
Liner Type:
Diameter: __ inches Depth: __
Casing stickup above ground: _2 feet
feet
Static water level (bom ground level): 14 feet
Pumping level: 200 feet after
_2 hours pumping 40 gpm
Recovery Rate: 40 gpm
Method of Testing: airlift
Well Intake Opening Type:
[] Open End [] Open Hole
[] Screened Start__ feet Stopped__
[] Perforations Start__ feet Stopped__
feet
feet
Grout Type: Bentonite # 8 Volume: 1 b,~
Depth: Start_0 feet Stopped + feet
Pump: Intake Depth feet
Pump size __ hp Brand Name __
Well Disinfected Upon Completion? [] Yes [] No
Method ofDisinfection: Clorine Tablets
Comments:
Well Driller:
Alpine Drilling & Enterprises
P 0 Box 110496
Anchorage AK 99511
Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Sen/ices
On-Site Sen/ices Program
825 L Street, Room 502
P.O. Box lg6650, Anchorage, AK 9951g-6650
(907) 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT
Initial
Date Issued: Dec 19, 2000
Expiration Date: Dec 19, 2001
Permtt Number: SW000502
Legal Description: ClNERAMATERRACE BLK 2 LT 17
Design Engineer: 0041 AK Water & Wastewater Consultant
Owner Name: Dave Longley
Owner Address: 1556 Wintergreen St.
Anchorage, AK 99508-
Parcel ID: 020-115-10
Site Address:
Lot Size: 115715 SQ. FT.
Total Bedrooms: 2 Permit Bedrooms: 2
This permit is for the construction of'
[] Disposal Field [] Septic Tank [] Holding Tank [] Privy
[] Private Well [] Water Storage
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.
Received By:
Date:
Date:
NOTE: Al~ication must be filled out comp;etely
Property Owner Name ~'3~,_ (-~,,~!,~'
Mailing Address 1 5,5(.,~ ' ~);wJ~r~r~-n
Legal Description 17
Let
MUNICIPALITY OF ANCHORAGE
Department of Health & Human Servlces
On-Site Sewer/Well Permit Application {/),=,.-.-~r-~ J ! .~' ~ J~
SINGLE FAMILY DWELLING Pardi ~t,l~t~n Numar
Day Phone ~ - I~
LOt Siz~s~" Number of Bedrooms ¢'~ ..
/ I ~'"'7 J ~'~ [~ Approved Engineering Firm I-I Municipality (permit fee included)
nspect OhS wi{I be conducted by:
Does your house contain any of the following: [] Hot Tub [] Swimming Pool [] Therapy Pool [] Jacuzzi [] Water Softener Unit
This application is for: [] Sewer Only ~Sewer and Well [] Sewer Upgrade [] Well Only [] Water Storage
I certify that the above information is correct. I further certify th:~t
this application is being made for a Single Family Dwelling and
in accordance with applicable Municipal Codes,
Waiver Fees:
72-O12 (Rev. 4/98)*
Receipt # Waiver #
ALASIG WATER & WASTEWATER
CONSULTANTS, INC.
August 23, 2001
Municipality of Anchorage
Development Services Department
On-Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, Ak 99519-6650
Reft REVISED SEPTIC SYSTEM (SW000502) for Lot 17, Block 2, Cinerama Terrace
Subdivision
To whom it may concern:
The existing 2 bedroom house is served by a private well. A system was previously designed and
a permit (SW000502) was issued for the previous system, due to spring groundwater conditions a
curtain drain was installed, two additional testholes {Test hole//6 and/t7) were excavated and a
new design was completed. The proposed septic system will be designed around the 30 foot
radius of these test holes. A new 1000 gallon septic tank and four five foot wide type trenches be
installed. Comments regarding the design are summarized as follows:
1. SOILS: See the attached log which shows the soil classifications, groundwater monitoring,
and the percolation test results. It is our opinion that due to the overall appearance of the soils, an
application rate of 0.45 gallons/day/ft2 should be used.
2. TRENCH DESIGN:
a. Percolation Rate: 26 (TH#6) & 60 (TH#7) minutes/inch
b. Allowable Application Rate: 0.45 gallons/day/ft2
c. NumberofBedrooms: 2
d. De.s!gn Flow: 300 gallons per day
¢. M~mmmn Absorption Area: 666 ft2
f. Total Depth: 3 feet (max.)
g. Effective Depth: 0.5 feet
h. Width: 5.0 feet
i. Reduction Factor: N/A
j. Minimum Length: 140 feet total Length (4 ~ 35 feet long each)
k. Effective absorption area = 700 ft2
I. Sand Filter: 2 feet
3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed
upgrade.
6901 Debarr Road, Suite 2B * Anchorage, AK 99504
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com
4. TOPOGRAPHY: As can be seen on the attached topography site plan, the average
topography in the vicinity of the septic system is less than 10 percent running from
approximately east to west; in short, there are no slope concerns. The trenches are to be installed
parallel to slope contours.
I am unaware of any adverse impacts this installation would have on adjacent wells or septic
systems. Ii' you have any questions, please contact us at 337-6179. Thank you for your
assistance.
j~[~Si erel,
Je~ . (
mess, P.E., M.S.
NOTE: Attached is a site plan drawing, a design drawing, a topography site plan, a soils log,
and a 7page construction specification letter which are all part of the design package for this
septic system.
6901 Debarr Road, Suite 2B * Anchorage, AK 99504
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwxve.com
ClNDU#A 'ERlUgE $/O
LOT 1~, BLOCK 2. /- I
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I
I (S~ D~GN P~ 2 OF 2)
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~I~ WATER & W~TEWATER
GONSHLIAN~8. INC. '
DAVE LONO~ (907) 727-4544 1 OF 2
ClNERAUA TERRACE SUBDIVISION; LOT 17, BLOCK 2
SITE P~N FOR PROPOSED SEPTIC SYSTEM
NOTE: THE CONTRACTOR SHN.L HAVE THE
NORTH/NORTHW,r~T LOT UNE AND 100 ~*-pROF'~ R~S~RV~ OP~JNnL'LO
FOOT WELL RADIUS FLAGGED BY A / FOR BIO~YCL[ OR ADVANTEX /
REGISTERED LAND SURVEYOR PRIOR TO /
CON U ON. / .....
SPUTIER ~ / / /
THE NEW DRA~NFIELD$ MUST REI ~~ ..4NST~ioUN~TION! !
~5'+ FRoM 'mE CU~N O~-"~:~'a ......
/ I
I
DEeP MAXIMUM BY ~ ~l WIDE BY %
35 FEET LONG (140 rtt.~ t~ONO ~
TOTAL). ADO 2 ~ 0~' U.O.A. \
APPROVED SAHO FILTER AqD
~.~1 OF CLEAH, WASHED
pAP~ ~ n TO LOT UNr..
THE TANK IS TO BE 5'+ FROM FOUNDATION
THE TANK IS TO BE 5'+ FROM DRNNFIELD
THE TANK IS TO BE 5'+ FROM LOT UNE
THE DRNNF1ELDS ARE TO BE 10'+ FROM FOUNDATION
THE: DRNNF1ELDS ARE TO BE I0'+ FROM LOT UNE
THE DRAINFiELDS ARE: TO BE 10'+ FROM PROPOSED DRAINF'IELDS
ALASKA WATER & WASTEWATER ~ . .. ~.~
DAVE LONGLLry (907) 727-4;344 2 OF' 2
CINERAMA TERRACE SUBDIVISION= LOT 17, BLOCK 2, ~l(~e/.' '-. ...........
REVISED SEPTIC SYSTEM DESIGN AND WELL LOCATION
AI.A SKA WATER & WASTEWATER
ISOIL LOG - PERCOLATION TESII
I FP~,L DESCRIFq'ION: ClN£RAMA TERRACE LOT 17t BLOCK 2,
ORICS ~PAGE ' OF 2
.~,.,'~ .- GP ML
GC OL
BLUE ~C SW NH
SP CH
SH OH
6-- SC
7-- DEPTH TO DATE
T~ ML GRO~DWATER
IIIIIII
s-- IIIIIII
11- DATE RE~ING CLOCK NET TIHE WATER LEVEL NET DROP
TINE j (HINGES) RE. lNG (INCHES)
12-- 2 4:55 30 4 1/2' 1 1/2'
13-- 3 4:56 - 6' -
6 5:57 30 4 1/4' 1 1/4'
19- PERC~TION ~TE 24 (HIN./INCH) PERC. HOLE DIA. 6~(INCHES)
TEST R~ BET~EN 2.5 ~. ~D 3.0
20--
COHHENTS: PERC HO~ W~ PR~O~ FOR 4+ HOURS
PERC ~ PERFORM~ ~ B~ ~N~S.
PERFORMED ~ A~ WAT~ · W~A~R I, JE~ ~ G~NESS, CE~ ~T THIS W~ PERFORMED
IN ACCORD~CE W~ ~ ~A~ ~D MUNIClP~ GUlDEUNES IN E~CT ON ~IS DA~: ~/~/01
ALASKA WATER & WASTEWATER
...........
ISOIL LOG - PERCOLATION TESTI [.X,,.~,.. ~.~:.:.:: ....... :'"~
?~ . '.,~fJr~y IA. '~'amess:
PERFORMED FOR: ~ LONC~ DA~: 8/15/01 ...'"
(f~_ ~ST~HOLE
2-- ~ GW ===~ ORG
' ~;.~'~ GP ML
4-- gC OC
SW HH
5-- SP CH
SH OH
6-- ~' SC
7-- ~ DEPTH TO DATE
GRO~DWATER
e_ ~ O~ 8/~5/m
0 /17/m
~o-- ~
0 DATE RE. lNG CLOCK NET TIHE WATER LEVEL NET DROP
11-- ~ TIHE (HINGES) RE. lNG (INCHES)
8/17/01 1 4:26 - 6- -
12--
~ 2 4:58 30 4 7/8
~ 3 4:57 - 6' -
13-- ~ 4 5:27 30 4 7/8 1 1/8
14 -- 5 5:28 -- 6" -
6 5:57 30 4 7/8 I 1/8
15--
16--
17--
18--
19-- PERC~TION ~TE 26 (HIN./INCH) PERC. H~E DIA. 6' (INCHES)
TEST R~ BET~EN 8.0 FT. ~D 8.5
20~
COHHE~S: PERC HO~ W~ PRESO~ FOR 4+ HOURS
PERC ~ PERFORMED BY B~ ~N~S.
PERFORMED BY A~ WAT~ & W~ATER I, JE~ A. G~NESS, C~ T~T THIS W~ PERFORMED
IN ACCORD~CE W~ ~ ~A~ ~D MUNIClP~ GUlDEUNES IN E~CT ON ~IS DA~: ~[~.~1
ALASICu WATER & WASTEWATER
CONSULTANTS. INC. ~..;... .... ~ ,~ ~._, ............
ISOIL LOG - PERCO~IION TESII
~ D~CRI~ON: ClNE~ ~R~E LOT 17, BL~K 2,
PERFORMED FOR: ~ LONC~ DA~ 8,./15/01
OR~ICS ~EST HOLE ~7I
~ GW ===~ ORG
~GH ~ CL
GC 0L
SW HH
(~LU[/Om~ Sp CH
U~SU SM OH
SC
DEPTH TO DATE
GRO~DWATER
ML ~) ~ 6.5 8/28/01
10
~ ~ DATE RE'lNG CLOCK NET TIHE WATER LEVEL NET DROP
11
TIHE (HINGES) RE'lNG (INCHES)
12
2 4:57 30 5
~3 ~ ~[ ~ 3 4:58 - 6- _
~ 4 5:28 30 5 1/2'
14 ~ 5 5:29 _ 6' -
15 :~ ~ 6 5:58 30 5 1/2' 1/2'
16
18
19 PERCO~TION ~TE 60 (HIN./INCH) PERC. H~ DIA. 6' (INCHES)
TEST R~ BET~EN 2.5 ~. ~D 3.0
2
C0HHENIS: PEEC HO~ W~ PE~O~m FOE 4+ HOURS
PERC ~ PERFORMED ~ B~D ~N~S.
PERFORMED BY A~ WA~R & WGATER I, dE~ A. ~N~S, CER~ ~T ~lS W~ P~FORMED
IN ACCORD~CE W~ ~ ~A~ ~D MUNICIP~ GUIDEUNES IN E~CT ON ~IS DA~:
DEPTH TO DATE
GROUNDWATER
12.0' 9/12/00
8.0' 9/15/00
8.o' lO/18/oo
6901 DEBARR ROAD, SUITE 2B ' ANCHORAGE, AK. 99504
PHONE (907) 337-6179 * FAX (907) ,338-3246
LEGAL DESCRIPTION: ClNERAMA TERRACE SUBDMSION; LOT 17, BLOCK 2 ! ...... t t"it'J ...............
PERFORMED FOR: DAVE LONCLEY
DATE PERFORMED: 9/12/2000 vOO~ '...~ CE-7953 .....'x~-~
DEPTH TO DATE
GM (BLUE:) GROUNDWATER
12.0' 9/12/00 PROPOSED ~o--'
8.0' 9/15/00 BEDROOM HOU~£
LOCA'nONS ARE: l
11--~1~J1~1[ DATE READING CLOCK NET TIME WATER LEVEL NET DROP
TIME (MINLrrEs) READING (INCHES)
12-=~1~11111 OM (BROWN) 9/15/00 SOILS PRESOAKED FOR 4 HOURS PRIOR TO TESTING.
15 5 11:51
16 6 12:21 30 MIN, 4 3/4' I 1/4'
17
18
lg PERCOLATION RATE 24 (HIN./INCH)// PERC. HOLE DIA. 6" .(INCHES)
2 TEST RUN BETWEEN ..-3.5 ~iFT. J~l~'/ I 4.0 FT.
PERFORMED .~ A~ WATER '- WAS~-WATER ,, ~, ~ ~/~'~, -¢ . cE~ ~T
THIS WAS PER/FORt,~D IN ACCORDANCE WITH ALL STA-T'E]A~D I[INICIP"AL~'GUIDEUNES IN EFFECT ON THIS
DATE:
ALASKA WATER &: WASTEWATER CONSULTANTSr INC.
6901 O£BARR ROAD, SUITE 2B * ANCHORAGE, AK. 99504 PHONE (907) 337-6179 "FAX (907) ~58-3246
ISOIL LOG - PERCOLATION TESTI
LEGAL DESCRIPTION: CINERAMA TERRACE SUBDN1SION; LOT 17, BLOCK 2
PERFORMED FOR: DAVE: LONGLEY
DATE PERFORMED: 9/12/2000
ORGANICS
ITEST HOLE #2J
SP
DM (BLUE)
I Al N
~GW ~ OEG
GP ML
GM CL
GC OL
SW MH
SP CH
SM OH
SC
DEPTH TO DATE
;ROUNDWATER
SEEPS e 3' 9/12/00
4.25' 9/20/00
3' lO/18/oo
PLAN
I"= O0
PROPOSED TWO/
BEDROOM HOUSE
L~NS ~E
DATE
9/15/oo
I 10:52 ~ 6'
4 7/8'
1 1/8'
2 11:22 30 laiN.
3 11:22 ~ 6"
4 11:52 30 MIN. 4 7/8" 1 1/8"
5 11:52 ~ 6' ~
6 12:22 .30 laiN. 4 7/8' 1 1/8'
COHHENTS:
PERCOLATION RATE 26.7 (MIN./II' PERC. HOLE DIA, 6" (INCHES)
TEST RUN BETWEEN 2.0 2.5 FT.
PERFORlaED BY ALASKA WATER &: WASTEWATER
THIS WAS IN ACCORDANCE WITH ALL
DATE:
, CERI'IFY THAT
AL GUIDELINES IN EFFECT ON THIS
PHONE (907) 357-6179 ' FAX (907) 358-5246 ? °
ISOIL LOG - PERCOLATION TESTI Q q/p
PERFORMED FOR: DA~ LONG~ ~ ~j ~t
DATE PERFORMED: 9/12/2000 v~.V.' l( E-7953 ...~
TEST HOLE ~3 ~,~'~ .......
OR~ICS
(~
OU (BROWN) ~ GW -~ ORG =
~ GP I HL
GH CL
GC OL
SW m NH
SP CH
II NIIU II cv (OR~ SH OH
DEPTH TO DATE
3ROUNDWATER _
SEEP e 4.5' 9/~2/00 P~s~ ~o J
~.~s' ~/~o/oo ~~ /J J~ J
11~J~JJBJJ DATE RE,lNG CLOCK NET TIHE WATER LEVEL NET DROP
TIHE (HINGES) RE,lNG (INCHES)
12~i~JJ~JJ 9/15/00 SOI~ PRESO~ED FOR 4 HOURS PRIOR TO
15 GM (BROWN) 1 10:52 ~ 6"
2 11:22 50 MIN. 5 1/4'
14 5 11:22 ~ 6'
' 4 11:52 50 MIN. 5 1/2" 1/2"
15 5 11:52 ~ 6'
16 6 12:22 ~0 MIN. 5 1/2' 1/2'
17
18
19 PERC~TION ~TE '120 (HIN./INCH) PREC. HOLE DIA. 6' (INCHES)
2
TEST R~ BET~EN 2.5 Fm. ~D~ FT.
'~ ~ ~ ~ '
COMMENT~: ,SOIL IS ~, I~ED~LY B~OW ~ HO~SOI~ RO~BLY NOT I~ER~L~,
PERFORMED BY A~ WATER · W~ATER I, k ~jt,~ 7~ . CEE~ T~T
DEPTH TO DATE
3ROUNDWATER
SEEP e 4.5' 9/12/00
3.25' 9/20/00
DEPTH TO DATE
GROUNDWATER
SEEP o 15.8 9/27/00
6.0 9/28/00
3.25' 10/18/00
ALASKA WATER &: WASTEWATER CONSULTANTS, INC. ~,-. ,,O,,F,,.~r~.~
PHONE (907) 337-6179 · F~ (907) 3~-3248
[SOLE LOG - PERCO~TION TEST] ~["4~
LEGAL
DESCRIPTION:
PERFORMED FOR: DA~ LONGL~
DATE PERFORMED: 9/12/2000
f
OR~ICS
s~ OH
GROUNDWATER ,
s.o ~/2~/oo ,
3.28' ~o/~s/oo
ll~ll~ll DATE RE.lNG CLOCK NET TIHE WATER LEVEL NET DROP
TIME (MIN~ES) READING (INCHES)
GM 9/28/0C SOI~ PRESO~ED FOR 4 HOURS PRIOR TO ~NG.
12
13 1 2:45
2 3:15 30 MIN. 5 1/4' 3/4'
14 3 3:15
4 3:45 30 MIN. 5 7/16' 9/16'
15 5 3:45 6'
16 6 4:15 30 MiN, 5 1/2" 1/2'
17
18
19 PERCO~TION ~TE 60 (H~N,/INCH). PERC, HOLE DIA. 6~ (INCHES)
TEST R~ BETWEEN 2,0 FT.~ 2,5 FT,
COMMENTS:2 ~ ~1~/~
~lS W~ PER~RM[D IN ACCORD~CE WITH ALL ~ATE/A~' ~UNICIPXL GUIDELINES IN EFFECT ON THIS
ALASKA WATER & WASTEWATER CONSULTANT$~ INC. ~. ~.~. t~~~.~../
6go1 DEBARR ROAD, SUIT[ 2B · ANCHORAGE, At(. 99504
PHONE (907) 357-6179 · FAX (907) $38-~246
ISOIL LOG - PERCOLATION TESTI
LEGAL DESCRIPTION: ClNERAMA TERRACE SUBDMSION; LOT 17, BLOCK 2 ..... ,
DATE PERFORMED: 9/27/00
ITEST HOLE #51 "l~.,'o,."..,, · .......... -"~_~,~'~'
GM ~ CL
/111111111
.... SW MH
sM ou
i~S'/cM DEPTH TO DATE
SROUNDWATER I '
WEEPS 0 2' 9/27/00 PROPOS
I TEST~0t.t J Il ',l I
ILO~'nONS AREJ j jjj
11 DATE READING CLOCK NET TIME WATER LEVEL NET DROP
TIME (MINUTES) READING (INCHES)
12
18
19 PERCOLATION RATE (HIN./INCH) yPERC. HOLE DIA. 6' (INCHES)
2 TEST RUN BETWEEN._~/t~// FT.
COMMENTS:
PERFORMED 8Y ^~ WATER · W,~TEWATER ,. .~/.tul/Y/L ~- , CER=,
DEPTH TO DATE
SROUNDWATER
WEEPS 0 2' 9/27/00
o' lo/18/oo
PROPERTY OWNER MAINTENANCE AGREEMENT
ON-SITE WASTEWATER DISPOSAL SYSTEM
This agreement, dated /q,0~. /~/ ,2000, is made between the Municipality of
Anchorage Department of Health and Human Services (DHHS) and the property owner(s) of
This agreement is made for the purpose of maintaining an on-site wastewater disposal system
on the subject property.
The properly owner(s) agree to the following:
The property owner(s) will have an annual inspection of the system performed by a registered
professional engineer. This inspection shall verify that all effluent and air pumps, timers, and
alarms are funetionlng as designed. Any deficiencies shall be corrected and the engineer's
statement that the system is f~nctioning as designed shall be filed annually with the DHHS.
PropertY Ow[~e~r l~ne Property Owner Name
(Notarize Here)
RECEIVED
NOV 28 2000
Municipality et Anchorage
Dept. Health & Human Services
state or A l a sA. t,
ludicialDistrict 3,.t.,I SS.
Onthis Ila dayof k]ooe,~,~e-' inthe
year ~o . before me. the undersigned notary
public, personally appeared:
the person(s) whose name(g) b/are subscribed to the
within instrument and acknowledged that be/she/they
executed the same for the purposes therein
contained.
In wi~ereumo set my hand and
(Notary's printed .:a~) ~ i~IOTARYi ~
My commission expires: ~ ~ ~rm ~. ] ~
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