HomeMy WebLinkAboutT15N R1W SEC 18 LT 174TISN RIW
18
Lo1' 174
#051-231-20
Municipality of Anchorage
Development Services Department ~~o_~
Building Safety Division
On-Site Water & Wastewater Program, 4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650 ~ .~
www.ci.anchorage.ak.us (907) 343-7904 Page 1 of
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number:. SW020119 PID Number:. 051--231--20
Name:
KAUROSH PARTOW Wastewater System: · New [] Upgrade
Address:
19507 RICHNER ROAD * CHUGIAK, AK 99567 ABSORPTION FIELD
Phone: No. of Bedrooms:
(907) 550-2500 3 [] Deep Trench · ShallOw Trench [] Bed r-IMound r'lOther
Total Depth from origlrml gn~le:
Block: Lot: Subdivision: Depth to pipe bottom from original grade: Gravel dq~th beneath pip~
- 174 - 0.28, 0.5:5, & 0.33 MAX~ 0.61--0.72
Township: 1 5N Range: 1 W Section: 1 ~ fill eddld above original gmdm Grovel leegth:
SEE DWG ~. 90 TOTAL (1~40' 2e25' EACH)Ft,
WELL:· New [] Upgrade 5
Cleteif~on (Pri~te, A,8,C): Total Del~l: Ce~d TO: Tetol ob~qFdon ~ree: Pipe meter~h
PRIVATE 101 ~. 21 ~ 450 s~. ~. D 3034/ F-810
WELLS SANDERS &: SANDERS 3/2002
SULLIVAN WATER,urn. ~ ~ 7/'8/02 D GROUND
3 ~,M UNKNOWN mI 2 ~ TANK
SEPARATION DISTANCES aseptic []Holding · S.T.£.P. []Other
' Tc.~_~,,,,~_T° Septic 'Absorption Lift Holding )ublic/Prfvab 14enuf~ure~. Cep~l~' In gallorm:
Tank Reid Station Tank S~r Un. ANCHORAGE TANK 1 250
Well 100'+ 100'+ 100% - 25'+ STEEL 2
Surface Water 100'+ 100'+ 100'+ - - LIFT STATION
Lot Line 5'+ '1'+ 5'+ - - 1250 ANCHORAGE TANK/ORENCO SYSTEMS
Foundation 10'+ 10'+ 10% - - 41" 41" 45
I~mp M~ake & Model: E3e~-ffr;~:~ In~eoflor~ performed
Curtain Drain - NONEi KNOWNi ' #20 OSI 05 HHF ED's ELECTRIC
Remerks: *WAIVER GRANTED WITH ISSUANCE OF PERMIT. BENCH MARK
Lo4~t~on and O~ripflon:
· *TO TOP OF SAND TOP OF CONCRETE SLAB IN BACK
THE UNDOCUMENTED WELL & SEPTIC SYSTEM OF HOUSE NEAR POINT "B"
WAS COMPLETLY ABANDONED. 95.36
Inspections performed by: AKWWC, INC. Dates: 1st 6/3/2002 [p.." 14 ~): dJ)~ "'..'~."
Development Services Department Approval ~... · ~ ... ~,
PERMIT NUMBER: AS BUILT D RAWIN G PARCEL ID NUMBER:
SW020119 -- 051-2,.31-20
,~~__EW DRAINFIELDS
/"---NEW 1250 GALLON
1 FOOT LOT LINE /' S.T.E.P. TANK
WAIVER GRANTE~/,,///"
F--ftc,
~ -00~ ~%~ ~0¢ /
o ~ ~ ' / /~¢ ~ / ~ ST2 57.5 54.1
~ ~ / 3 ~*0~ ~ X MH 58.8 35.0
REQUIRES THE USE X I~ ~/~//~ [ , 59.5 49.2 i
~ ~ / /
/
DATE:
WATER & W TEWATER C.J.G. ~)..-,
CONSULTANTS, ~NC., ........... ~,, ~[.~.:'....:
6901 DEBARR ROAD, SUITE ~B * ANCEORAGE, AK 9950h ~ PHONE (907)337-fi179 * FAX (907)338-3~6 ~ ~0~
KAUROSH PARTOW (907) 350-2500 2 OF 3 .:'"~
T15N, R1W, SECTION 18, LOT 174;
AS-BUILT DRAWING OF NEW WELL AND SEPTIC SYSTEM
A B
FCO 22.1 31.1
ST1 51.1 31.1
ST2 57.5 34.1
MH 58.8 35.0
MT1 44.2 42.8
MT2 52.7 68.0
MT3 66.8 72.3
MT4 59.5 49.2
MT5 80.8 79.8
MT6 76.8 50.3
PERMIT NUMBER:
swo2o,,o AS-BUILT DRAWING Dos, --25 NUMBER:--20
FINAL GRADE = 95.95-96.07
F
TOP OF TANK ST1 / ST2 MH
t
AT iNLET = 91.70---~ != /'""TOP OF 'rANK
/AT OUTLET ~ 91.65
Im'/ERT OF BUNG NEW 1250 GALLON
AT INL['r = 91.18J ! S.T.E.P. TANK INVEm' OF BUNG
AT OUTLET = 90,98
TRENCHES , UPPER i M~DDLE [ LOWER I
FINAL GRADE 101.55-101.85 100.53-101.42 i 98.76-99.19
ORIGINAL GRADE i 99.,33 96.83 96.43 I
INVERT Of PiPE 99.05 I 96.50 96.10i
TOP OF SAND 96.,33 95.89 95.49
BOTTOM OF TRENCH i 96.,33 95,83 93.43
RELATIVE ELEVATION : 85.33 82,83 82.43
OF BO'Fi'OM OF TH I
RELATIVE ELEVATION 90.83 90.43
OF GROUNDWATER 93.33 J i
TRENCHES UPPER MIDDLE LOWER
FINAL GRADE 101.55-101.85 100.53-101.42 98.76-99.19
ORIGINAL GRADE 99.,33 96.8,3 96.45
INVERT OF PiPE 99.05 96.50 96.10
TOP OF SAND 96.,33 95.89 95.49
BOTTOM OF TRENCH 96.,33 95,83 93.43
RELATIVE ELEVATION
OF BO'Fi'OM OF TH 85.33 82,83 82.43
RELATIVE ELEVATION
OF GROUNDWATER 93.33 90.83 90,43
ALL TRENCHES INSULATEDJ
PER CONTRACTOR J
TH#4 ~T
-- 7' /--- FII~L~L GRADE
ORIGINAL GRADE------, i / INSULATION
¢;~¢~~ ~ iNVERT OF PIPE
BO.O~ OF TRENCH ~T~Op OF ~ND
RELATIVE ELEVATION Of _ ~
~' ~'~;? DRAWN 4/29/2005 m': '
C.J.G.
ALAS WATER & WASTEWATER
I , CONSULTANTS, INC,
690t DEBARR ROAO, SUITE 2B i~ ANCHORAGE, AK 9950& * PHONE (907)3~7-6179 * FAX (907)~38-5~&6 N,T.S. ''" ...........
PREPPED FOR: PHONE NUMBER: PAGE NUMBER:
KAUROSH PARTOW (907) 350-2500 3 OF 3 ()~d~ ']~} A~[~;~'~-:'"~
T15N, R1W, SECTION 18, LOT 174; q . ,. ........... ¢.~
PROFILE AS-BUILT DRAWING OF NEW SEPTIC SYSTEM
O1/B1/lS99 BO:BB 68822§9 SULLIVAN PAGE Bi/Bi
by
DOC CO,
SULLIVAN WATER WELLS
P.O, BOX 670272, GHUGIAK, ALASKA 99567 * TELEPHONE 688~11~
ADDRESS:
PERMIT NUMBER: ~,';~"{3 i J ~ Date of ~ssue..~__.
TAX IDENTIFICATION NUMBER: J~-.L- ~- c~:) '
Is well located at appmvecl permit location? ,.~-l~es :J No
Method of Drilling: ' '~i~tary LJ cable tOOl
Depth of well: _ t ~ ] ....
Casing Type ~all Thk::kness ~'~' inches
Diameter 6 /' __ Inches, depth c,?? feet
Liner Type' ~1~1c3
Casing SUck'up Above Ground: ,~ - feet
Static Water Level: t~.~,e~lO Z~ ~ E,/_. feet
Recover Rate:. ~ .gpm
Method Of Testing: /~r~ ~
Well Intake Opening Type: U open end '¢~pen hote
:J Screened; Start feet StoppeO __ feet
:~ Perforations Start f~..t. St, oDped feet
Depth: from 0 feet, to.. ~ ~ feet
Well Disinfected Upon Completion? ~ Q No
OOtnmant~:
DEPTH
n
2.. 6
ATTENTION; tt iS 1ho responsibility of the property owner tO submit a copy of the well log to the proper authority. Municipality
of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation, MatSu Borough:
Dep~ent of Environmerrtai Conservation,
~S ELECTRI~ IN~ 80? 27~ 4S80 04/28/0~ O~:l?~m P. 002
MUNICIPALITY OF ANCHORAGE
Development Services Department
On-Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT
Initial
Date Issued: May 20, 2002
Expiration Date: May 20, 2003
Permit Number: SW020119
Legal Description: T15N R1W SEC 18 LT 174
Design Engineer: 0041 AK Water & Wastewater Consultan'
Owner Name: Kaurosh Partow c/o Ron Pollock
Owner Address: 3201 C. St. Suite 200
Anchorage, AK 99503-
Parcel ID: 051-231-20
Site Address: 019507 RICHNER RD
Lot Size: 108900 SQ. FT.
Total Bedrooms: 3 Permit Bedrooms: 3
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. All 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 DSD at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-7904 ( 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.
Date:
Date:
Parcel I.D.
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water & Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
ON-SITE SEWER/WELL PERHIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Permit Number
Property owner(s)
Mailing address (1)
Mailing address (2)
KAUROSH PARTOW
c/o RON pOLLOCK wth PRUDENTAL ,,lACK WHITE
3201 C STREET, SUITE 200 * ANOHORAGE, AK
Day phone 550-~500
Zip Code 99505
Legal description (Lot, Block & Sub'd.)
Legal description (Section, Township & Range)
Lot Size fO~"t ?00
THIS APPLICATION IS FOR:
Sewer Only
Sewer and Well
Sewer Upgrade
THIS PROPERTY CONTAINS:
Hot Tub
Swimming Pool
Therapy Pool
LOT 174
Acres/~
SECTION 18, T15N, R1W ,
Number of Bedrooms ..,
[] Well Only []
[] Water Storage []
[] Jacuzzi []
[] Water Softening Unit []
I certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal codes.
ALASKA WATER & WASTEWATEB CpNSULTANTS, INC.
Permit Fees: ¢ ~;~ ~? ¢-~'/~::2-¢°~f-LS~ Waiver Fees.'.
Date of Payment: ~- I ~7-O ~. . . Date of Payment:
Receipt Number: ~! ~(~ /8 Receipt Number:
ALASKA WATER & WASTEWATER
May 13, 2002
Municipality of Anchorage
Development Service Department
Building Safety Division
On-Site Water & Wastewater Program
4700 South Bragraw Street
P.O. Box 196650
Anchorage, Alaska 99519-6650
Reft Proposed and Well Septic System Design for Lot 174; Section 18, T 15N, R1W
To whom it may concern:
The referenced property has an existing building that was served by a undocumented well and
septic system. The new owner of the property is going to have the existing building completely
removed and is also going to have the well and septic completely abandoned. The new owner is
then going to have a new 3 bedroom house built on the property and that will be served by a new
private well and septic system. Four test holes were excavated on the referenced property. The
proposed septic system will be designed around the 30 foot radius of test hole #4. We are
proposing that a 1250 gallon S.T.E.P. tank and 3 five foot wide drainfields be installed.
Comments regarding the proposed design are summarized as follows:
1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring,
and the percolation test results. It is our opinion that an application rate of 1.0 gallons/day/ft2
should be used for the sand filter.
2. TRENCH DESIGN:
a. Percolation Rate: <1 minutes/inch
g.
h.
i.
j.
k.
Note: the
shown on
Allowable Application Rate: 1.0 gallons/day/ft2
Number of Bedrooms: 3
Design Flow: 450 gallons per day
Minimum Absorption Area: 450 ft2
Total Depth: 3.0 feet (max.)
M.O.A. Sand Filter: 2.0 feet
Effective Depth: 0.5 feet
Width: 5 feet
Reduction Factor: N/A
Minimum Length: 90 feet total length (1 ~ 40 feet long and 2 @ 25 feet long each)
Effective absorption area = 450 f~2
distribution lines are to be 1.25 sch. 40 PVC with ¼ inch diameter holes spaced as
detail drawing (30 holes total in system).
6901 Debarr Road, Suite 2B * Anchorage, AK 99504
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com
3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed upgrade.
4. TOPOGRAPHY: The area for the proposed septic system is a 1 to 5 percent slope running
from approximately north to south; in short, there are no slope concerns.
5. LOT LINE WAIVER: We request that a 1 foot lot line waiver from the north property line
and a 3 foot lot line waiver from the west property line to the proposed drainfields be granted.
We do not anticipate any adverse effects on the adjacent properties with the granting of these
waivers.
We are unaware of any adverse impacts this installation would have on adjacent wells or septic
systems. If you have any questions, please contact us at 337-6179. Thank you for your
assistance. L]~
NOTE: Attached is a site plan drawing, a design drawing, a detail drawing, four soils log, and a
7 page 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 * Wehsite: akwwc.com
\ I
\ /
,
~ESEPTIC T15N, RlW, SEC. 18
T1fN, RIW, SEC. lB J
LOT 155
v--PROPOSED SEPTIC SYSTEM
~r (SEE DESIGN, PAGE 2 OF $)
/~ ~--EXISTING WELL TO
...... //// / BE
~ ".. //# J PER AMC 15.55.060
"', '"~'~-k //// / ,--PROPO~EO
, /7 ',,,
fi ./ ¢ SEr'.c S'~S'rEM
BE.. COMPLFTE/.Y REMOVED
~ "" ,-Z-:; [ 'q6
LOT 173 ~ '¢¢~. //
~-SEPTiC
~ICFt~FR
EKLUTNA INC.
5/13/2002
~R~WN ~:
~ED FOR PHONE NUMBS: PAOE NUMBER:
KAUROSH PARTOW 550-2500 1 OF 5
D~CRI~ON:
T15N, RlW, SECTION 18; LOT 174
~PE OF WORK:
SITE P~N FOR PROPOSED WELL LOCATION AND SEPTIC SYSTEM
~ PROPOSED DRNNFiELD. EXCAVATE 5 TRENCHES, ONE AT 40
/~ FEEl' LONG AND 'I~/0 AT 25 FEET LONG. THE TRENCHES ARE
/// TO BE 5 FEET DEEP MAXIMUM BY 5 FEET WIDE. ADD 2 FEET
/// OF MOA APPROVED SAND FILTER AND THEN 0.5 FEEl* OF
/// CLEAN, WASHED SEWER DRAINROCK. THE OISTRIBUTION UNES
/// ARE TO SE 1.25 INCH SCH. 40 PVC WITH 1/4- INCH
/ // DIAMETER HOLES SPACED AS SHOWN ON DESIGN DRAWING
~ /// (50 HOLE'S TOTAL). SEE DETNL DRAWING, PAGE 5 OF 5
~ / // ,--PROPOSED 1250 CAL,ON
' /// / S'T'E'P' TANK 1
~t~--~__.~~ ..... ~ .... /-"EXISTING UNDOCUMENTED SEPTIC SYSTEM
r'--TH~4~-~ --/-'/7'-,/ --1 FOOT LOT UNE_ / TO BE COMPLETLEY ABANDONED.
~ i,,~""~;~- J //;=;:--~ WAIVER REQUESTED--T- ''-~-- ~
LIMITS OF OLD EXCAVATION. THE I ~ ~¥'-~ :. J~'.C'\ .'.*J ~ \
AREA r.,~r/SOUTHEAST OF THE I \ /~..'".~;' '. ;\' 1 \
PROPOSED DRAINFIELDS HAS I \ Et ". ~"~,'''>- "~ \
· BEEN PREVIOUSLY EXCAVATED J \~" .'~ .'*'.. ~'-: ,'~ .4 '~, \
AND USED AS FILL FOR OTHER I ]' '~~ ~ ! ~-.~FX~nN~ WF~ TO RF .
AREAS ON THE PROPER'iY, THE I ~I.L~L~;-,~A~O-N~D
AREA FOR THE PROPOSED ~ Jl ~ I'~',,~5','O~'-
S.T.LP. TANK AND THE BUILDING/ /~~j
TO BE REMOVED WILL BE FItJ_ED J /l~' "". *~.~
~o OR ASOYE THE OR~G~~-V~,,.? ,,. ~
...............
---~! t--EXISTIN¢ SUILDINO TO BE ~/
---~ ~ ~,:: ;i \ ~/ /
i !'/',~,. ~ a./ NORTH AND WEST PROPERTY LINES FLAGGEDI
[ ]i~:,~'*~; .~ / BY A REGISTERED LAND SURVEYOR PRIOR i
~ '~!~ ~ / TO ANY cOnSTRUCtION.
'I · ~.'.:\ ~'.1 ............
DATE: ~ ~,~.'"~
DRAWN BY:
ALASKA WATER & WASTEWATER s~E= ~.L.U.
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
T~SN, R~W, SECTION ~S= LOT ~ ~;,°,;",..k, ....... .":o~>~
DE$1I~N OF PROPOSE[;) WELL LOCATION A~O SEPTIC SYSTEbl
THE DISTRIBUTION LINE IS TO BE
1.25 SCH 40 PVC WITH 1/4. INCH
DIAMETER HOLES SPACED 33 INCHES
ON CENTER (14. HOLES IN LATERAL).
· FROM S.T,E.P. TANK
I
,--THE DISTRIBU'~ON UNES ARE TO BE
1.25 SCH 4.0 PVC WITH 1/4. INCH
DIAMETER HOLES SPACED 3 FEET
ON CENTER (B HOLES PER LATERAL). NOTE: THERE IS TO BE A TOTAL
OF 3,0 HOLES N ENTIRE SYSTEM.
I
......
J
NOTE: THERE MUST BE 2 F~,~.i OF]
COVER OVER THE TOP OF THE
I
SEWER DRNNROCK.
TUBE
DISTRIBUTION UNE ,r;- ~
TUBE
MONffORING
z
AI.ASKA WATER & WASTEWATER
~~'~ CONSULTANTS, I NC,
6g01 OEBARR ROAD, SUITE ~B * ANCHORAGE, ~K ~950& * PHONE
DATE:
5/15/2002
DRAWN BY:
J.L.M.
N.T.S.
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
KAUROSH PARTOW (907) 550-2500 5 OF
LEGAL DESCRIPTION:
T15N, R1W, SECTION 18; LOT 174
TYPE OF WORK:
DETAIL DRAWING OF PROPOSED SEPTIC SYSTEM
r
KA WATER & WAS TF WATER i
~'~¢~ ....... ~ CONSULTANTS, INC.'~'~ ''- *¢~ ; ...... i" "l~'"~"~,
6901 DEBARR ROAD, SU~ 2B * ANCNORA~F., AK. 99504 * PHONE: (907)~7-6179 * FAX: (907)5~8-3246 * WEB~ITE: akwwe.com .......
~EPTH
feet)~zzzz: ORGANICS [TEST HOLE ~1 ]
:~?~, SOIL C~SSIFICATIONS
,.~, , ,~ SW MH ~ /
'~ '-'~' ~ SM OH
7~ ~ DEPTH T0
, 9.O.~. GROUNDWATER DATE i TH~2 1
8 -- 4.5' 4/25/2002
; 5.5' 5/2/2002 SITE P~N
I
11 ~ DATE READING CLOCK NET TIME WATER LEVEL NET DROP
TiNE (HINUTES) READING (INCHES)
~ ~ ~/2~/2002 ~ - - , ..................... ~", .... -
12~
~s~ ~ - _ , ...................... 6: ................. -
4 - 4 0" 6"
14~ 5 - _ 6.. _
6 - 4 0" 6"
15~ ~
J I ,,,
I I PERCOLAT'O' R~TE <1 (HIN./INCH) P~RC. MOLE ~.
J I TEST RUN BETWEEN 1,0 FT. AND 1.5 FT.
2o ~ --J
A FOUR HOUR PRESOAK WAS PERFORHED: ~ YES ~ NO
SOILS LOGGED ~Y: JODY MAUS PERCOLATION TEST PERFORNED BY: CALEB GALL
COHHENTS:
PERFORMED BY A.W.W.C., INC. I, JEFFR~ A. GARNESS, CERTI~ THAT THIS ~S ~FORMED I~CORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ~~
DEPTH TO
GROUNDWATER DATE
4.5' 4/25/200~2
5.5' 4/50/2002
5.5' 5/2/2002
A1 .ASKA W~ATILR & WASTEWATER
~ ~':'~'¢'*~*~'~"~*¢¢'~ .... CONSULTANTS, INC. ~
6901 D~R R~, SU~ 2~ * ~CHO~ ~. 9950~ ~ PHON~ (90~)~7~6179 *"~: (907)~-~246 * ~ ~kwwc.com
JSOIL LOG - PERCOLATION TEST]
LEGAL DESCRIPTION: T15N, RlW, SECTION 18. LOT 174.
PERFORMED FOR: ~UROSH PARTOW DATE: 4/25/2002
~EPTH
feet) 57RE'ORGANICS [TEST HOLE ~2]
::~;~i~,~}~,:..., SOIL C~SSIFICATIONS ~
~.. ~:~ ~ G C ~ /
I
6 ~-~?..:!~ e, T
7~ DEPTH TO
~ B.O.H. GROUNDWATER
~ ~ ~.5, ~/2~/2oo~
~.o. ~/~o/~oo~ ~ /
9 ~ 1.0' ~/2/2002. SITE P~N
~ ~ 1 =100
10~
11 ~ DATE READING CLOCK NET TIHE WATER LEVEL NET DROP
TIHE (NINUTES) READING (INCHES)
12~ ...........
' , ....... ~ .... , ,
~ .... ' ~o-':' s~ -
~. - ~ .... :::: .~ S~sx~~w~ ............
, ~ ~u~,~,,,,~ ................
I I PERCOLATION RATE - (HIN./INCH) PERC. HOLE DIA. 6 (INCHES)
19~
I TEST RUN BETWEEN - FT. AND -
20 I
A FOUR HOUR PRESOAK WAS PERFORMED: ~ YES ~ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST FERFORHED BY: -
CONHENTS:
PERFORMED BY A.W.W.C., INC. I, JEFFR~ A. GARNESS, CERTI~ THAT THIS ~AS/PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ~/~/0 ~ ...
DEPTH TO DATE
GROUNDWATER
4.5' 4/2_~5/2002
1.0' 4/30/2002
1.0' ._5/2/2002
AI.ASKA ~VATER & WASTEWATER
6901 DEBARR ROAD, SUITE 28 * ~CHO~L ~. 99504 ~ PHON~ (907)5~7-6179 * F~: (907)~-a246 * ~ =kwwc.~m '' .......... ] ....
LEGAL
DESCRIPTION: T15", RlW, SECTION 18, LOT 174, VKA~...
PERFORMED FOR: ~UROSH PARTOW DATE: 4/25/2002
~EPTH
feet) ~¢~ ORGANICS [TEST HOLE ¢3]
::7 ~,~, SOIL C~SSIFICATIONS /
~,:k~:~' ' ' GM CL ~ · I
4 ~ ~L::~~' ' GC OL
7--~ DEPTH TO DATE
B.O.H. GROUNDWATER TH~a,
8-- 4.5' 4/25/2,002
1.0'_ 14/30/2.00~. ~/ L[SlTEl"=lO0' P~Nlj
9-- a.o'. ,, , s/,a/ZOO~,, /
10-- '
11- DAT~ ~EADING CLOCK NET T~HE WATER LEVEL NET DROP
TINE (HiNUTES) READING (INCHES)
12 ................
........
~_ ~: ................... ~ ¢~¢¢~ .......................
................. t :~ ~¢~¢¢¢~ ~~ .....
,,
, ,~-~ ,,
PERCOLATION RATE - (MIN./INCH) PERC. HOLE DIA. 6 (INCRES)
19~
TEST RUN BETWEEN - FT. AND - FT.
20~ A FOUR HOUR PRESOAK WAS PERFORHED: ~ YES ~ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: -
CO~NENTS:
PERFORMED BY A.W.W.C., INC. l, JEFFR~ A. GARNESS, CERTI~ THAT THIS ~S/PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
DEPTH TO
GROUNDWATER DATE
4.5' 4/25/2.002
~.o'_ ~4/3o/2,oo~,
~.o'. ,, 5/,2/Z0o~,,
ALASKA WATER_ & WASTE~.VATER~,~:,~. r~.~. -~~"'1
6901 DE~R a~, SU~ 2B * ~CHO~ ~. 99504 * PHONE (907)~7-6179 *F~: (907)5~-3246 * ~ okwwc.~m'~'''~ ~'' ~'
ISOIL LOG - PERCOLATION TESTI ~'~.~ ..... J .........
LEGAL DESCRIPTION: T15N, R1W, SECTION 18, LOT 174, ~0~o~ ,"
PERFORMED FOR: ~UROSH PARTOW DATE: 4/25/2002 ~h ~ "'..~ ...'" :~
DEPTH
(feet) ORGANICS [TEST HOLE
~?,t2¢¢4 ~ GW ..... ORG
-:ft'?,:~ ..... / --EXISTING UNDOCUMENTED
,~:~X~,.'~ GM CL / i COMPL~ELY ABANDONED.
4 ~ ~'(~;~" ~ G C 0 L
T,', ' ~ SC ~,¢ BE ABANDONED
~ PER AMC 15.55,060
GROUNDWATER
GM/MU 7'~. 5/~/2002s/~/2°°2~i e"''--
9-- '~" WITHsHPOCKETSs CL ~ ~ TH~2 fie P~N']I
, THROUGHOUT I -- / ------ I 1"=100' II
4 ;t,,;~i DATE READING CLOCK NET TIME WATER LEVEL NET DROP
11~
TIME (HINUTES) READING (INCHES)
12~ . 5/6/2002 - UPPER BENCH - FILLED PERC HOLE 3 TIMES TO 6 INCHES,
l iiiil ..... DRAIN~D OUT IN 5 BINUTES ~CH TIME.
B.O.H, ,,
:5/6/2002 , ,,1 , 8:33 ........ - 6- -
15 -- LOWER 2 9:03 30 4-1/2" 1 - 1/2"
~BENCH 6"
16 -- 3 9:03 -
4 9:33 30 4-1/2" 1 - 1/2"
5 9:55 - 6- _
17-- _ ......
__ ~ ~o:o~ ~o ~-a/2" a-~/2"_
18-
PERCOLATION RATE <1 & 20(NIN./INCH) PERC. HOLE DIA. 6 (INCHES)
19-
TEST RUN BETWEEN 1.0/5.5 FT. AND 1.5/6.0
20---- A FOUR HOUR PRESOAK WAS PERFORMED: ~ YES ~ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL
COMMENTS: ...
PERFORMED BY A.W.W.C., iNC. I, JEFFREY A. GARNESS, CERTI~ THAT THIS ~AS] PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: ~/~/~ ~
DEPTH TO DATE
GROUNDWATER
10' ,,,
7' 5/6/2002
6' 5/13/200~2