HomeMy WebLinkAboutT12N R2W SEC 31 PTN SE4SE4NE4SE4 NORTH LTT12N R2W Sec 31
PTN SE4 SE4 NE4
SE4 NORTH LOT
042-091-35
Municipality of Anchorage
Development Services Department : e~
~ Budding Safety Division
On-~ite Water and Wastewater Pf~jram, 4700 S. Bragaw St. '~ :~
P.O. Box 19(;650 Anchorage, N< 99519-6650 Page / of
www.ckancherage.ak.us (907)343-7904
O N-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
P. ermit Number...S' t4/O ;~ O ~. / ~ PID Numberi ' O/Y'~ -O ~ / - ~ $-
"'~"°: .S'o..rct/1 J"l'~a~o. ct/,~ WastewaterSystem: [] New [] Upgrade
Ad~'ess:
/'/93g' H,l,~n,,( E,=~'.., //ac~ 9qs-Ig' · ABSORPTION FIELD
Sol ~ Tetal Dep~ eom ~
LEGAL DESCRIPTION .. O. 8 cp~$ ¥..'7
~:c,~ Lot: $ d~vlsi~ ~ In pipe ~ tarn ~irtal ~e: G'avel depth beneath ~ipe:
Towns~p: . Fa' ~ above ~ ga, de: CH-ay al
F~ ~ ~t TANK
SEPARATION DISTANCES ~s~p~c D.o~aing ~ S.~.E.P. ~ Othe~
Tank Field StaS0n Tank Se~r ~e ~ ~O~ ~
V
Development Se~ices Depa~ent Approval} [ "~= __'~ m~,, "*'"'""
Reviewed and approved by: Date: ~12~/0~ ~g ~.~. % CE. 358g _:
Permit Number.~t~ (
Date St'?ed _
I
Legal Dlscription
Borehol,e Data:
Soil Type & Thickness
~Oate Of Issue ") J3 ~-~Parcel Identification Numt ,;r 0*q~ Oq I ,~ 5'
' I
Completed ~'_._-_] ~' ~) :3.. Is well Ioca[ed at approved permit Io¢; t,o,~'1 ,~Ye$ r.] No
IBl°ck j L°t
Depth
Water Strata F~om · To,
Pro~..~rty Owner Name & Address: ',;
Casing Type: ~ Wmll'~kkhe~3.~-inche~
Dlameter~inches, ~ pth~ ~/..feet
Liner Type: Diameter~ ~rJ)(.:~, depth ,feet
C~sing Stickup Above Ground:~ ' ~ feet
Pumping Level; ~eet after h~ ~.. p0~nping gpm
~Recove~Rate: I~ gpm
Method Of 'l'esbng:
Well Intake Openin~ Type: ~ Open End .~ Open Hole
D Screened; Sta~, ,feet Stol,=~c*~., feet
U Pedorations Sta~ feet Sro ,~e.3~ feet
.Vok
Depth; from feet, t~ feet
Pump Intake Depth: [eet
Pump Size hp Brand Name...._~
Well Disinfected Upon Comol?ion? ~,~s IJ No
Method Of Oisinfection~ [o~, ~ .._'_~
Comments: · ,.
Mailing Address~~ ~a ~C~I~
I
Attcnti(~n; The well
end the' property owr
Servic, 's within 60 df
J~ ille~ 51 idll pi UViUU a wull. lug tu IttU prnl1~.rty ~Wl3~f ~thlh :.~LI da,is o'f complebon
er or the we dr er .~hn Frnvirle ~ well Io9 to the Dept. of Hoall:. ~. Humur~
,s of completion. ~
;
~
MUNICIPALITY OF ANCHORA GE
Development Sen/ices Deparfment
On-Site Water & Wastewater Pregrarn
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519~6650
(907) 343-7904
I/ 1:3o
ON-SITE WASTEWA'I'ER DISPOSAL SYSTEM I WATER SUPPLY PERMIT
Initial
Date Issued: Jul 05, 2002
Expiration Date: Jul 05, 2003
Permit Number: SW020212 Parcel ID: 042-091-35
Legal Description: T12N R2W SEC 31 PTN SE4SE4NE4SE4 NORTH LT
Design Engineer: 0019 Flattop Technical Services
Owner Name: Sarah Madosik
Owner Address: 14936 Highland Rd.
AnChorage, AK 99516-
Site Address:
Lot Size: 40110 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
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.
Issued By:
Date:7.~_~)~-
I
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water and Wastewater Program
4700 South IBragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
ON-SITE SEWERNVELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. ~ ~/' z - ~,? / - ~ 5"'
Permit Number SWOZ 0 2. 1 2.
Propertyowner(s) ~'~'~,/~ ~ ~c/,=,.rt/=. Dayphone
Mailing address (1) I ~/9 3~ ~ ~ ~
Mailing address (2) ~ ~o~ ~ ~ Zip Code
Legal description (Lot, Block & Sub'd.) ~ ~. ~ ~, · ~ ~ ~ · ~ r ',' ~--,
Legal description (Section, Township & Range)..~.~ c~,on ~ ~, T I ~ ~
Lot Size ~0 f/~ Acre~ Number of Bedrooms ~
THIS
THIS
APPLICATION IS FOR:
Sewer Only [] Well Only []
Sewer and Well {~ Water Storage []
Sewer Upgrade []
PROPERTY CONTAINS:
Hot Tub [] Jacuzzi []
Swimming Pool [] Water Softening Unit []
Therapy Pool []
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.
(Signature of property owner or authorized agent)
! I
Permit Fees: .'~'¥¢'o .~ ~/..mo = ~'5"'~2 Waiver Fees:
Date of Payment: '7/I/t9~' Date of Payment:
Receipt Number: ~.~ J ~ Receipt Number:
(Rev, 17J00)
TIIEODORE F. MOORE, P.E.
Plh (907) 345-1355
M.O.A. DSD
P.O. Box 19-6650
Anchorage, AK 99519
June 28, 2002
14530 ECHO ST.
ANCtIORAGE, ALASKA 99516
Dear Sirs:
The purpose of this letter is to provide the required design narrative in support of our application for
a permit to construct wastewater disposal facilities on Parcel 1, SE 1/4, Section 31, T12N, R2W, S.M.,
located at 14936 Hiland Road in South Anchorage. The existing 2-bedroom residence is presently
served by a legally permitted pit priW. Soils logs, perc test results, a site plan, design draxvings and
specifications are enclosed for your review.
The proposed system will be constructed in the vicinity of test hole # 1. As can be seen from the soil
log, the native material between 1 and 4 feet below ground level is a sandy silty gravel with a measured
perc rate of 4 minutes per inch. Solid bedrock does not occur until below 10.75 feet. Using a
conservative soil application rate of 0.8 gpd/sq, fl., this 2-bedroom residence requires a total absorption
area of(2 x 150)/0.8 = 375 square feet. The proposed 63-foot long trench design with an effective
gravel depth of 3 feet has a total absorption area of 378 square feet.
The topography of the lot in the area of proposed construction slopes down towards the west-
southwest at 37%. As I discussed with Dan Roth earlier this month, the slope is uniform and has no ·
breaks in slope that would promote the daylighting of effluent. The test holes were dug shortly after
breakup and I carefully xvalked the area downhill of the proposed absorption trench to verify the absence
of any evidence of natural daylighting. Also, at the suggestion of Dan Roth, I arranged to have a third
test hole dug 50 feet directly doxvnslope of the proposed system to verify the continuity of soils in this
area. The soils underlying the proposed absorption stratum are an angular silty gravel that has good
permeability and therefore should allow effluent leaching into the ground from the proposed trench to
remain below the ground surface. Because of the steepness ofthe existing ground, the fill slope ofthe
cover material will need to be 2:1 instead of the normal 3:1.
The proposed project will have no significant impact on present or future water supply and
wastewater disposal systems serving adjacent properties, nor ~vill it have any significant impact on
reserved space-surface and subsurface, or on drainage.
Please give me a call at 345-1355 if you have any questions on this submittal.
Sincerely,
Ted Moore, P.E.
UNSUBDIVIDED
SITE FOR
REPL. TRENCH
#3
63-FOOT LONG
~ SOIL ABS. TRENCH
, W. 3.0' EFF GVL.
, 1000-GALLON
,SEPTIC TANK
, #2
LOT 3C, BLOCK 2 ',
ECHO HILLS S/D #1 ',
(VACANT) ,
PROP.
;ITE
EXISTING
-
., HOUSE
EXISTING
PRIVY
PARCEL1
LOT 6, BLK. 1
ECHO HILLS S/D
PARCEL 2
(VACANT)
UNSUBDIVIDED
PARCEL 1, SE 114, SECTION 31, T12N, R2W, S.M.
PROPOSED WELL AND SEPTIC SYSTEM
SITE PLAN
FLATI'OP TECIlNICAL SERVICES
14530 ECtlO STREET
ANCIIORAGE, ALASKA 99516
1 INCH = 50 FEET
DRAWN BY TFM
JUNE, 2002
NOTE: THIS IS NOT A SURVEYED PLAT.
ALL LOCATIONS SHOWN ARE APPROXIMATE.
CONSTRUCT 63-FOOT LONG SOIL ABSORPTION TRENCH
w. 3.0 FEET EFFECTIVE GRAVEL BETW. 1.0' AND 4.0' B.G.L.
4" D-30~ FROM HOUSE
AND FOUNDATION C.O.
PLAN VIEW
SCALE: 1" = 10'
CLEANOUTTuBE~~
ONITOR
ORIGINAL GROUND---~
/ / /I; Y I
~o~ou o~ ~c~w~o.~ SCALE: 1" = 5'
PARCEL 1, SE 1/4, SECT. 31, T12N, R2W, S.M.
PROPOSED SEPTIC SYSTEM
PLAN AND CROSS-SECTION
FLATTOP TECt~ICAL SERVICES i SCALE: AS SIIOWN
14530 ECIIO STREET I DRAWN BY: TFM
ANCtlORAGE, AK 99516 JUNE, 2002
P~t~p Techn~alSev6ces
14530 Bc~o St reot, Anchorage, AK99516
Phone ~900 $45-1355
Parcel 1, SE ~, Section 31, T12N, R2W, S.M.
14936 Hiland Road
Wastewater disposal system installation
Specifications
1.0 General:
1.1 The scope of the project consists of installing a 1000-gallon septic tank that discharges into a
63-foot long soil absorption trench containing a total of 3.5 feet of sewer gravel. During construction
special care will have to be taken because ofthe steep slopes characteristic of this lot. Prior to the start
ofconstruction the homeo~vner shall arrange with a surveyor to mark the property boundary along
Hiland Road to that a suitable well site can be identified with the required 100-foot separation from the
proposed septic tank and absorption trench.
1.2 Construction shall be as depicted on the approved site plan and design drawings. Minor
deviations from these drawings may be allowed or required by the engineer conducting the inspections.
All construction procedures and material specifications shall conform to Municipal and State
requirements. All separation distances shall be in conformance with Municipal requirements, unless
specifically waived.
1.3 The contractor shall be responsible to obtain any necessary utility locates, and to work around
any buried utilities.
1.4 The contractor shall provide adequate cover material and rough grading over all system
components to ensure that proper drainage is achieved after settlement and that there are no residual
depressions. Insofar as possible the contractor shall minimize damage to trees and existing lawn areas.
1.5 Unless specifically agreed otherwise, the homeo~mer shall be responsible for finish grading
after the soil is compacted, as well as placement of topsoil and reseeding all areas disturbed by the
construction.
2.0 Septic Tank:
2.1 The new 1000-gallon, 2 compartment septic tank shall be Municipally approved and shall be set
level on undisturbed soil. Each compartment shall be equipped with a watertight manhole cover and a
4" cleanout. Ifthe tank is buried less than 4 feet, it shall be insulated with 2 inches of approved burial
type, rigid insulation.
2.2 All pipe connections to the tank shall be equipped with ~terproof mechanical couplings. The
waste line from the residence to the septic tank shall have a minimum slope of 1/4'" per foot, and the
waste line between the tank and the soil absorption system shall have a minimum slope of 1/8" per foot.
A cleanout shall be installed 1 - 4 feet from the building foundation, and a double cleanout shall be
installed within 5 feet downstream of the septic tank.
3.0 Soil absorption system:
3.1 The soil absorption system shall be constructed by excavating a 63-foot long trench to a
maximum depth of 4.7 feet below ground level on the high side of the trench. The long axis ofthe
excavation shall parallel an existing contour. The trench width shall be no greater than 2.0 feet.
3.2 The bottom of the excavation shall be level. Any compacted or smeared surfaces shall be raked
to allow proper infiltration.
3.3 A total of 3.5 feet of approved sewer gravel shall be placed in the bottom of the excavation with
the perforated distribution pipes laid level such that the pipe inverts are no less than 3.0 feet above the
bottom ofthe sewer gravel. Sewer gravel shall be 0.5" - 2.5" screened gravel, with less than 3% passing
the/t200 sieve.
3.4 Monitor tubes and cleanout pipes shall be of 4" diameter and installed in the locations shown on
the design drawings. The portion of the monitor tube extending through the sewer gravel shall be
perforated.
3.5 Approved filter fabric shall be placed over the entire top surface of the sewer gravel. A
minimum of 2 feet of soil cover is to be placed over the filter fabric. If the soil cover thickness is less
than 3 feet, two inches of rigid, burial type insulation is to be placed over the entire top surface of the
gravel, in addition to the filter fabric.
3.6 The top surface of the cover material shall be raised a minimum of 6 inches higher than the
surrounding terrain to allow for subsequent settlement, and shall be graded to smooth contours. Fill
slopes shall be no steeper than 2:1.
3.7 Unless specifically agreed otherwise the homeowner shall be responsible for arranging to have
the site finish graded after the backfill material has stabilized, and for placement of adequate topsoil and
seed to promote rapid revegetation ofall areas disturbed by the construction.
4.0 Inspections:
4.1 A minimum of 4 engineering inspections will be required during the course of the project: (I)
initial stakeout with the contractor to establish the location of the system and to discuss the plans,
specifications and construction procedures, (2) after the native material has been excavated to expose the
infiltrative surface to ensure that it is level and at the right elevation, and conforms with the soil test
information, (3) after the sewer gravel is in place and the distribution pipes have been laid and connected
up to the septic tank, but prior to placement of insulation or filter fabric, and (4) after rough backfill and
grading is complete. The septic tank requires one inspection after it is set level and the piping
connected, but prior to backfill. This inspection may be incorporated with any ofthe above inspections.
4.2 The installer shall coordinate the timing of the inspections with the engineer sufficiently far in
advance to ensure the availability of the engineer.
I'I'EST HOLE # ]
FLATTOP TECHNICAL SERVICES
14530 ECHO ST.
ANCHORAGE, ALASKA 99516
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION:
DATE PERFORMED:
PERFORMED FOR:
DEPTH
(feet)
1
2
P. ar_cel 1, SE 114, Section__3_l, T12_N,__R2W, .S.._M
June~3,.2002 .
Sarah Madosik
Pt and loam
GM/GP Brown sandy silty gravel
GP/GM Dark gray somewhat silty gravel
Primarily angular cobbles and rocks
Relatively easy to dig
10.75'
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20-
B.H. (Not solid bedrock)
SLOPE
Depth to Groundwater Date
--No free water 6/3/02
._~ ,T.~d E - 6110/02
.T. d~ 6/24/02
Clock Net Time Percometer Net Drop
Date Reading Time (minutes) Reading (inches)
._6_/3 12". P. resoak 27 3J8
12.~.J'esoak 27-i_./2
St_art 1:01:25 23 3/8
#1 1.'-16!25 15 19'5116 4 1116
Add,ate? 1:~7' ' 23-_1(2 J - '
#2 1:_32_~. 15 19 1116 4 711_~6.
Add_wate? 1:32:20 23 -'~_/2
#3 1:47_:_20 15 19 1_//8 4-3/8
PERCOLATION RATE 4 (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN 2.3 FT AND 3.0 FT
Sit
COMMENTS:
PERFORMED BY FLATTOP TECHNICAL SERVICES. I ~J ~ CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THiS DATE. DATE: O'''''/' ?¢~/~ Z..
ITEST HOLE# 2
FLAT'rOP TECHNICAL SERVICES
14530 ECHO ST.
ANCHORAGE, ALASKA 99516
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION: Parcel 1, S.E ,!14, Se~ipn__31, T12N, .R. 2.W_, S.M,
DATE PERFORMED: June3~2002.
PERFORMED FOR: Sa _rza h_M. ad osik
DEPTH
(feet)
1-
Fill matedal
GM Brown silty gravel
GP/GM Coarse fractured rock gravel
Hard digging
B.H. (Bedrock)
13
14
18--
20-
SLOPE SITE PLAN
T,H.
#2
Depth to Groundwater Date
., No fr__~__wat~r 697.02
Clock Net Time Percometer Net Drop
Date Reading Time (minutes) Reading (inches)
I
PERCOLATION RATE
TEST RUN BETWEEN
(minutes/inch) PERC HOLE DIAMETER
FT AND FT
COMMENTS: .Mate dale ncou nteredJ~this tesLb ole.js~ignJfi ca nUy/ess~uitable_for_a rLon_-~ite_wastewate r_disposaLsystem
__~. an__m~aten_'a!_p0_~oun_te._r~d in test hole #1. N_~J~e.r_c_test_cqn_d~cted.
PERFORMED BY FLATI'OPTECHNICALSERVlCES. I----~"'~,~ ~ CERTIFYTHATTHISTESTWASPERFORMEDIN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ~ ~.-~'//O "~
TEST HOLE# 3
FLATTOP TECHNICAL SERVICES
14530 ECHO ST.
ANCHORAGE, ALASKA 99516
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION: Parcel 1, SE 1/4, S~ctio_n_._31, T12_N,__~_W.~S.M.
DATE PERFORMED: _June_l.7_~2002
PERFORMED FOR: .., Sash Madosik
DEPTH
(feet) Pt and loam
GM/GP Brown sandy silty gravel
GP/GM Dark gray somewhat silty gravel
Primarily angular cobbles and rocks
SLOPE
10.5'
12--
13-
14--
15-
16-
17-
18-
19-
20-
COMMENTS:
SITE PLAN
Depth to Groundwater Date
'--No free water 67~?_ib2
--M o-fij~p F_t,',t~_d r~ 6/24/_~02
I
Clock Net Time Percometer I Net Drop
Date
Reading
Time (minutes) Reading1 (inches)
I
I
PERCOLATION RATE
TEST RUN BETWEEN
(minutes/inch) PERC HOLE DIAMETER
FT AND Fl'
Test hole dug t_o_assessl_confirm .cop_ti_npity_of__s. oi_l_st_~t!~_cat!0n__50feet downhill of T.H. #1.
PERFORMED BY FLATTOP TECHNICAL SERVICES. I.__~ ~ CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ~'"'/' ~'8 / O ~
M u ni cipa ly POLI J 6-650
ANCHORAGE. ALASKA 99502-0650
oy (907) 264-4111
Anchorage ..'P TONY KNOY:I IS
MAYOR
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
Permit #: 840271
January 31, 1985
TO: Permit Applicant (
0i.gn 23r) ' VIMS) Nn SE�I Siy /1ty St y
SUBJECT: gyr^^' "^ - ""' ^ Subdivision ndYlh L 1,
A permit issued by this Department for an individual well
and/or on-site sewer system has expired as of December 31,
1984.
Permits are issued on a calendar year basis by authority
of Municipal Ordinance. A new permit must be obtained from
this Department for any well and/or on-site sewer system not
installed by the expiration date.
If you have drilled the well, a well log needs to be sent
to this Department for documentation of the installation
and to close the permit.
If a private engineer inspected the installation of the
on-site sewer system, the original as -built inspection report
and the yellow copy must be sent to this office for review
and approval, and for documentation.
If there are any further questions, please call this office
at 264-4720.
Sincerely,
Keith E. Bandt, Supe visor
Environmental Engineering Program
KEB/ljw
enc: Copy of Permit
SWP/057
PERMIT NO:
DATE ISSUED:
jAPPLICANT:
ADDRESS:
CONTACT PHONE
LEGAL DESCRIP
LOT SIZE:
IrlLjr-J I r- I I"' tL I Tk' GF i=i r-4CF-r"t= HGE
DEPARTMENT Oh HEALTH AND ENVIRONMENTAL r40TECTION
820 L STREET, ANCHORAGE, AK 99501
2264-4720
Crr I—L• I TE _•EWEF<: FPI-r_<I'1 I T
8^•40271 HAND WRITTEN
05/02.'84
GARY RUNA
SRA 7300 U
ANCHORAGE, At'
Sol -1345
SUBDIVISION:
SECTION: 21
400Cu7 (SQ.FT
451516
ECHO HILLS LOT: PARCEL 1
TOWNSHIP: 12N RANGE: 214
OF: ACRES)
BLOCK:. rJ/A.
I CERTIFY THAT:
1. I AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND I -JELLS AS SET
FORTH B'r' THE MUNICIPALITY OF ANCHORAGE CMOA) AND THE STATE OF ALASKA.
2. I WILL INSTALL THE SYSTEM IPJ ACCORDANCE WITH ALL MOA CODES AND REGULATIOrJS,
AND IN COMPLIANCE WITH THE DESIGN CRITERIA OF THIS PERMIT.
I WILL ADHERE TO ALL MOA AND STATE OF ALASKA P.EGUIP.EMEtJTS FOR THE SET ERCP.
DISTANCES FROM ANY EXISTING WELL, WASTEWATER. DISPOSAL SYSTEM OR PUBLIC
SEWERAGE SYSTEM ON THIS OR ANY ADJACENT OR NEARBY LOT.
IF A LIFT STATION IS INSTALLED IN AN AREA COVERED BY NOR BUILDING CODES,
THEN (1) AN ELECTRICAL PERMIT AIJD INSPECTION MUST BE OBTAINED; (2) AS-BUILTS
I -JILL NOT BE APPROVED WITHOUT AN ELECTRICAL INSPECTION REPORT; AND f3) THE
ELECTRICAL WORK MUST BE DONE DIV A LICENSED ELECTRICIAN.
SIGNED )G!/��ai ------ DATE:
APPLICANT: GAF:4' RUFJA
ISSUED 'BY- S DATE:
_t -------------- -- -----y----
(0�4� x SOILS LOG
MUNICIPALITY OF ANCHORAGE �(
1//• ..� DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION Jai PERCOLATION
TEST
925 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST A �
PERFORMED FOR: �i1TQ gy 'y „r " , / DATE PERFORMED: Y'-4 -8
LEGAL DESCRIPTION: I Px G• *r I A PoKrtod of /V 6Z oC 5 E% 17�. 3/ / /ZAI-R ZW 5M.
SLOPE SITE PLAN > ,� / AK.
1 .
2-
3-
4-
5,
•3-
45
6'
7
8
9
10
11
12
13
14
15
16
17
18
19
20
PT
ML
CTM
SO"f"r,OM OF
NO L(5
�����■OMEN
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
i
4 -ZZ
6:6/
a:06'
5-
O
z
7:00
1/):o9
5 %
iro
3
"
7: /0
1 O: /0
4
7: 13
O:03
g
7:9:0
0:07
!o
PERCOLATION RATE
TEST RUN BETWEEN
PERFORMEDBY: --/ OM f� E&-AtA CERTIFI
72-008 (6/79)
N