HomeMy WebLinkAboutCLEARVIEW LT 9
P A
"r MUNICIPALITY OF ANCHORAGE
On-Site Water&Wastewater Program
PO Box 196650 4700 Elmore Road •
Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax (907)343-7997 �-
"' •
http://www.muni.org/onsite
r I)epartmcii
On-Site Wastewater Disposal System Permit
Permit Number: OSP181167 Effective Date: 6/28/2018
Work Type: SepticTank Upgrade Expiration Date: 6/28/2019
Tax Code Number: 01524337000
Site Legal Address: CLEARVIEW LTS 9 & 10 G:2740
Site Mailing Address: 8041 ALATNA AVE, Anchorage
Owner: COX JAMES H & SUZANNE E P Lot Size in Sq Ft: 113844
Design Engineer: C & M Engineering Total Bedrooms: 4
This permit is for the construction of:
❑ Disposal Field El Septic Tank 0 Holding Tank 0 Privy 0 Private Well 0 Water Storage
All construction shall 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 wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Received By: it Date: C'
Issued By: / Date: S
epuva
MUNICIPALITY OF F ANCHORAGE
•
Development Services Department i+ Phone: 907-343-7904
On-Site Water & Wastewater Section Fax: 907-343-7997
ON-SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 015 243 37
Property owner(s) JAMES AND SUZANNE COX Day phone 345-9342
Mailing address 8041 ALANTA
Site address 8041 ALANTA
Legal description (Sub'd.. Block & Lot) CLEARVIEW LOTS 9 & 10
Legal description (Township, Range & Section)
Lot Size 113,844 Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(®all that apply)
Absorption Field n Initial n
Single Family (SF) n
(w/wo ADU)
Septic Tank Upgrade n Duplex (D) ❑
Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑
Privy ❑ (SF and/or D)
Private Well ❑
Water Storage ❑
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
NONE Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
f ( i -7 k7
(Signature of property owner or authorized agent)
Permit/Rush Fees: 4.31-14.6-P. Waiver Fees:
Date of Payment: (422/151 Date of Payment:
Receipt Number: 02-67567 Receipt Number:
Permit No. 03 pl?j1 1(o7 Waiver No.
G:\Development Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc
C&M ENGINEERING SERVICES
Ph: 907-854-5558
Municipality of Anchorage
Onsite Water & Wastewater Program
4700 Elmore Rd Anchorage, Ak 99507
6/27/2018
RE: Proposed Septic System Upgrade for Clearview lot 9
Dear Reviewer,
The above referenced property is currently served by a 4 bedroom septic system installed in 1995. The
1250 gallon tank has failed and is in need of immediate replacement.
We are proposing that the existing tank be replaced with a new 1250 or 1500 gallon tank constructed and
installed in accordance with MOA requirements.
The tank shall be covered with a minimum of 2” moa approved insulation and 3’ of cover.
The repair shall be performed by a moa certified installer in accordance with MOA requirements.
The engineer will inspect the tank before backfilling.
Repair of the proposed system will not negatively impact adjacent lots.
Upon completion of the installation, a record drawing will be submitted showing the location of the new
tank, leachfield, well, and other applicable features.
Thank you for your time in reviewing this permit request. Please do not hesitate to contact me at 907-854-
5558 or by email cgbalzarini@gmail.com with any questions or concerns.
Sincerely,
Charles Balzarini, PE
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP181167, Deb Wockenfuss, 06/28/18
CHARLES G BALZARINI
CE-13854R
EGISTEREDPROFESSIONALE NGINEER6/26/18
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP181167, Deb Wockenfuss, 06/28/18
Municipality of Anchorage Page
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Name: ~[CHE~¢ ~( ~ ~A¢bHF¢~ WastewaterSystem: ~New D Upgrade
Address:
7~0 ~, ~l~Ohl~ ~]~ ABSORPTION FIELD
Phone: ~_ ~S 7~ IN° °'~°ms: ~eepTrenc, ~ Shallow Trench ~Bed ~Mound .Other
Total Depth from original grade:
Lot: ~ Block: ~ ~'~v/~Subdivisi°n: ~ Depth to pipe bottom from original~¢grade: Ft. Gravel depth beneath pipe~ ¢ Ft.
Township: ~ Range: Secti,m Fill added above original grade: Gravel length:
WELL: ~ew D Upgrade Gravel width: Number of lines:
Classification (Private. A,B.C): Total Depth: Cased To: Tolal absorption area~ _ _~ Pipe material:
Date. Drilled: Static Water Level: Installer: Date inaalled: --
I Pump Set a~:, Casing Height Above Ground: TAN K
SEPARATION DISTANCES ~eptic ~ Holding ~ S.T.E.P.
To Septic Absorption Lift Holding Public/Privale Manufacturer: Capacity in gallons:
From Tank Field Stalion Tank Sewer Lines
Well I~i ~! -- __
Sur~ac, ' ~ LIFT STATION
Lot ~ i
Li.e ~O ~ ~ -- -- q~ ~ Size in gallons: Manu,aclurer:
CurtainDrain ~0 ~ pump Make & Model ~ Electrical Inspections performed by:
Remarks: BENCH MARK
Inspections performed by:
Department of H:i:rd, a~~ices approval
Reviewed and approved b~~ ~Date:
72-013 (Rev. 9/91) MOA 25
'-. 11 ~ 050
BC 14.5
· AE 7J. 5
TOBBEN SPURKLAND P.E. LOT 9 CLEARVIE~ S/D SEPTIC SYSTEM AS BUILT
203 W 15TH. AVENUE 8041 A~TNA DATE: DEC. 19, 1995
ANCH. AK. 99501 MICHAELSOHN AND DAUGHTER SHEET: 2/3 GRID: 2740
(~7~ 279-3916
j ..... ~ ..... :-~ .... t~/....~
~ ....... ~~~,~.~
STANDARD
~' ~eep
~ Sewer rock
3' Cover
~ SCALE
C~eonou~s
Mon/tom
--~ ~ ~ ~ ~NV. ELEV. 92.6
~/mo~; ]40 88.0 ' : :_- _~--~
78.7 ~ 78.7
9 F~ oF Septic ~oc~ ~ ~l 1~50 SEPTIC TANK
NB SCALE~ -18 FEET NB
TOBBEN SPURKLAND P,E, L~T ~ CLEA2VIEW S/P SEPTIC SYSTEM AS BUILT
cos ~15th Ave MZCHAELSDHN AND DAUGTHEB DATE, JAN,
Anchorage Ak 99501 8041 ALATNA D~IVE SHEET: 3/3 GRID: 2740
P7~-~91fl
T.SPURKLAND P.E.
203 W. 15th. AVE. SUITE 203
ANCHORAGE, ALASKA 99501
(907) 279-3916
Fax (907)-276-6013
Municipality of Anchorage
Division of Environmental Health
Department of Health and Social Services
820 1 Street
Anchorage, Alaska 99501
Subject: Pink Sheet
Lot 9 Clearview
January 25, 1996
RECEIVED
Municipality o~ Anchorage
Dept. Health & Human Services
Comments on your pink sheet.
1. There are three replacements site identified for this property. The platted reserve sites have been
approved by DHSS. Technically the trench shown adjacent to the existing trench is not required.
2. & 3. Testhole location is shown. Soil was uniform for the total length of the trench, e/~
4. This system is located on a slope. The actual elevation of the testhole will be lower or higher than
the trench elevation, depending upon the location of the testhole, up slope or down slope of the trench. Elevation of
testhole is not available. Total testhole depth was 18 feet.
5. With 5 feet of soil rated at 1.2 gpdpsf and a trench length of 55 feet effective area is 550 sq.fi.
6. This location was accepted by Robbie Robinson and Jim Cross on a field inspection in the fa'st week
of September 1995. The original location of the septic system was at the plotted locations. The developer was told by
Robinson and Cross that the location on the slope was acceptable.
Yours
T. Spurkland P.E.
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
3
4
5
6
7
8
9
lO
12
13
i5
~7
?0
96-02-07 17:02 RCVD
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street. Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
Township, Range, Section:
SLOPE
WAS GROUND WATER
ENCOUNTERED?
SITE PLAN
-I
N
IF YES, AT WHAT O
DEPTH? p
E
Deplh l0 Water Alter
M0nil0ring? Date:
Reading Date Gross Net Depth to Net
Time Time Water Drop
PERCOLATION RATE , (m,nutes/inch) PERC HOLE DIAMETER
'~RFORMED BY: I ' ]
CERTmY THaT T~S TEST WAS PERFORMED ~N
~CCORDANCE W~TH ALL STATE AND MUN~CmAL GU~DEUNES ~N EFFECT ON TH~S DATE. DATE: . ~[~ [~
2-008 (Rev. 4/85)
M-W DRILLING, Inc.
P.O. Box 110378 · 10330 O!d Seward Highway
(907'1 @49-8535
ANCHORAGE, ALASKA c095l 1
DRILLING LO~
/'ell Owner-
. .M!CI4ELS()HN. &-.DAUGHTER
Use of Well
00MEST
Location (address of: Township, Range, Section, if known; or distance main road
_.. LOT .q _.: Ct FARV~_ ~'W SUS[U~.I.S.I~qN _ '-_2ZO.3_AtJ~NA ......
_ ANCHORGGF~_.
Size of casing.- 5" , Depth of Hole_lf:~L.~5___._feet Cased to 16B. 79 .,, feet
Static
water
level.
!n
.... _ft. (~'. land surface. Finish of well (check one)
Screen ( ); Perforated ( ).
open end ( X );
Describe screen or perforation. N/~
Well pumping test at_~8__gallons Pet of drawdown from ,~t~tie level.
(minute) for 1 hours wit~ .........
Depth in feet from
g~tmd surface
Date of completion_~~.~5
WELL LOG
.,~Ve d~tails Of formations penetrated, size of material, color and hardness
'iB,~',OWN ~_ SAIiDY . "
121 .TO 151 SiLl': GRAVELLY~ CO~[~LEY
,~I .TO 153 C~GY: GREY, S~LTY
153 TO_. I61 GRAVEL: WATCh. BEARING
I61 _TO 161_,_~. C__~_LAY: BLUE
3 -- CONT RAC!r OR
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
PERMIT NUMBER:SW950157
DESIGN ENGINEER:TOBBEN SPURKLAND, P.E.
OWNER NAME:COX JAMES H & SUZANNE E P
OWNER ADDRESS:8041 ALATNA AVE
PAGE 1 OF 1
~_~~ m~-~
ANCHORAGE, ALASKA 99519-6650 (~8%am~_~o~h~_ ~_~
ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMITu~-~ ~%u~r~
DATE ISSUED: 7/13/95q~
EXPIRATION DATE: 7/13/96
PARCEL ID:01524248
LEGAL DESCRIPTION:
CLEARVIEW LT 9
LOT SIZE: 57960 (SQ. FT.)
NUMBER OF BEDROOMS: 4 THIS PERMIT:
4
THIS PERMIT IS FOR THE CONSTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM
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 DHHS AT LEAST 2 HOURS
PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY
CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT)
4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL
ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING
WEATHER MUST BE EITHER:
A. OPENED AND CLOSED ON THE SAME DAY
B. COVERED, SEALED AND HEATED TO PREVENT FREEZING
5. THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
THE RELOC~ATION AND RF~DESIGN OF THE S~.PTIC SYSTEM DATED
9/4/95 IS APPKOVSD. THE 35 FT. SETBACK FROM THE DRAIN-
FIELD TO A SLOPE GREATER THEN 25% IS APPROVED. THE DEPTH
OF GRAVEL BELOW THE PERFORATED PIPE MUST BE 6 FT.
T.SPURKLAND P.E.
203 W. 15th. AVE. SUITE 203
ANCHORAGE, ALASKA 99501
(907) 279-3916
Fax (907)-276-6013
Municipality of Anchorage
Division of Enviromental Health
Department of Health and Social Services
820 1 Street
Anchorage, Alaska 99501
Subject:
Permit # SW950157
PID 015-242-48
Lot 9 Clearview S/D
September 4, 1995
Gentlemen;
Per your verbal instructions additional percolation tests were performed at the location of testhole
#3 at this property. The purpose of the additional percolation test was to establish a design rate for
an absorption field in the vicinity of testhole #3. The slope at this location is steeper than 25%
within 50 feet of the proposed trench, however, the developer of the lot was told by DHSS
representative, Mr. Robinson, that a slope waiver to 35 would be granted.
Accordingly we request a slope waiver to 35 feet to install a trench not less than 35 feet from a 25%
slope. The revised design and the percolation test is submitted for your review.
Yours
~ 0 ~ ~5 75 ~00 ~£~ ~$0
~ ~S-~AL~; ~' ~ 50 FT,
/
REVISED ,'
SEP TEM~E£ £, 1995
TOBBEN SPURKLAND P.E. II
203 W 15TH. AVENUE
II
ANCH. AK. 99501
(9071 279-3916
LOT 9 CLEARVIE~Y S/D
8041 ALATNA~.....
k41CHAELSOHN AND DAUGHTER
II SEPTIC SYSTEM DESIGN
DATE: JULY 2, 1995
SHEET: 2/$ GRID: 2740
Monitor
42
Cleon Out
PRIMARY TRENCH
2' W/de
42' Lan9
ZZ' Beep
9' Sewer rock
3' £over
Monitor
Cleon Out
2
Cleon Out '__
REPLACEMENT TRENCH
ND SCALE
2
ol
Mira £i 140
9 Pt oP Septic Rock
C{eonout£
ND SCALE
Exist, Oround
M/n Cover
~ Tank
1258 SEPTIC TANK
FEET NO GRZ]UNBWATER REVISED;
SEPll ~ 1995
TBBBEN SPURKLAND P,E,
203 W15th Ave
Anchorage Ak 99501
LDT ? CLEA£VIEW Si?
MICHAEL SDHN ANY] BAUOTHER
8041 ALATNA B£IVE
SEPTIC SYSTEM DESIGN
DATE: SEPL C I?75
SHEET~ 3/3 6RID: £740
PAGE 1 OF 1
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW950157
DESIGN ENGINEER:TOBBEN SPURKLAND, P.E.
OWNER NAME:STEEL ENGINEERING &
OWNER ADDRESS:8041 ALATNA AVE
ANCHORAGE, AK 99516
DATE ISSUED: 7/13/95
EXPIRATION DATE: 7/13/96
PARCEL ID:01524248
LEGAL DESCRIPTION:
CLEARVIEW LT 9
LOT SIZE: 57960 (SQ. FT.)
NUMBER OF BEDROOMS: 4 THIS PERMIT:
THIS PERMIT IS FOR THE CONTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
o
o
5 o
THE ATTACHED APPROVED DESIGN.
ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS
15.55 AND 15. ~5 AND THE STATE OF ALASKA WASTEWATER DISPOSAL
REGULATIONS _8~C72) ANDF~KING WATER REGULATIONS (iSAAC80) .
THE ENGINEER ff~ST~OTIFYA~HHS~ LEAST 2 HOURS
PR~R TO EAC] ~N~TIO~.!/IPROVT~E NOTIFICATION BY
CAL%ING 343-j 744/ ( ~4 H~UR~ ) . (~OT REQUIRED FOR WELL ONLY PERMIT)
FROM~OCTOBE~ .5 ~O A~RI~i~ A SUB~URFACE SOIL
ABSORPTION ~ {T~M UNpERiCO~STRUC~ON DURING FREEZING
WEATHE~ MUS~ ~E [EIT~ER:~ ~ /
A. OPENED ~N] CL~2~JD O~ T~ME DAY
B. COVE~Dt SEALED AND ~HEAT ~E~T~ PREVENT FREEZING
THE FOLLO~NG SPECIAL PROVISIONS'~.'
¥
SPECIAL PROVISIONS:
P~RC 'TESTS MUST BE TAKEN DURING TRENCH CONSTR~CTION IN THE
SM: SOIL AT 4-5 FT. AND THE SP SOIL AT 8/~FT. IF THE PERC
RATE IN EITHER SOIL STRATUM IS GREATER ~H~ 15 MIN/IN, THE
TRENCH CON F I GURAT I ~~_MUS~ ~ ~ ;?~>~~.
RECEIVED BYe?
ISSUED BY:/
DATE
DATE
T. S PURKLAND P.E.
203 WEST 15TH. AVENUE SUITE 203
ANCHORAGE, ALASKA 99501
(907) 279-3916
Fax (907)-276-6013
Jim Cross
Municipality of Anchorage
Department of Health and Human Services
On-Site Service Section
820 L Street
Anchorage, Alaska 99501
July 3, 1995
Subject: Well and Septic Permit
Lot 9 Clearview
Gentlemen;
We are requesting permit to install well and septic systems on lot 9 of Clearview S/D.
Soil logs and percolation tests performed in 1991 are on file with the Health Department. These files show that no
groundwater was observed on 8-26-91. The monitors are in place and no water was observed on May 26, 1995.
The percolation rates were confirmed on May 26, 1995, as shown by the attached forms. The silt layer between 5 and
6 feet was also tested and found to have a percolation rate of 56 minutes to the inch.. This layer is not included in the
design of the drainfield.
A third testhole was excavated down the slope. Sand was observed below 6 feet. The sand perc'ed at 3 minutes to the
inch. No ground water as observed. The slope at this location is steeper than 25%.
We propose to use the area along Alatna Avenue for the drainfield. A distance of 50 feet can be obtained to slopes
steeper than 24%. The well on lot 4 will not interfere with the septic system installation.
Yours
T.SPURKLAND P.E.
203 W 15th. Avenue, Suite 203
ANCHORAGE, ALASKA 99501
(907) 279-3916
Fax (907)-276-6013
SEPTIC SYSTEM DESIGN
LOT 9 CLEARVIEW
No Ground Water or Impervious Layer to 19 fi. Muni Records
Use Standard Trench
Soil Rating. /F,r~m test May 27,
1995
(~ min/in = .8 gal / sq. ft.
No. of Bedrooms 4
Required Area per Bedroom:
Total area required: 4 x 187.5 = 7; f~.
Use
Floor Elevation
at Septic System 124
Testhole 19 ft
Less 6 feet 13
Rock De 7
~0 / 14 = 54
TOTAL LENGTH
TOTAL WIDTH ~
TOTAL DEPTH 11
ROCK DEPTH 8
COVER 3
STEP TANK 1500
sq.fl..
The installation of this septic system will not prevent wells from be installed on the adjacent lots.
There are no developed or natural surface / sub surface drainage courses on this or the adjacent lots.
The proposed septic system will not change the general slope of the area. Ponding and/or
concentration of surface runoff will not result from this installation.
pg.1
I
I
~ ~ ~ CREEK
VACANT
! ~ Tf~IL AND D
~ LDF 8 I
7
L~T 3
_~ ~ ,~ ............ ~.~~
.....
50 0 50 ]00 150 200 ~50 300
SCALE: ~' = ~00 FT,
203 W 15TH. AVENUE J I DATE: JANUARY IZ 1995
ANCH. AK. ggS01 8041 A~TNA
MICNAELSONN AND DAUGHTER J J SHEET: 1/4 GRID: 2740
(907~ 279-3916
25 75
TES THLTL E
P£ I I~A£ Y
49t½
SPURKLAND
1o, CE-2225
I
t
/
/
TOBBEN SPURKLAND P.E. II
203 W 15TH. AVENUE
II
ANCH. AK. 99501
(907') 279-3916
LOT 9 CLEARVIE~ S/D
8041 ALATNA
blICHAELSOHH AND DAUGHTER
SEPTIC SYSTEM DESIGN
DATE: JULY 2, 1995
SHEET: 2/3 ORID: 2740
~--%rZ ..... .N~-'. Foundo~z,'on Cleon outz
~...,~ .... ~ ¢ ~ 2 ..... ~ ...... ~ t ----
:! o
· ,,,.~,.~.~ ..... ~a,.,~
~ ~' Cleon
Cleon Dut
P~JMA~Y T~ENCH
2' ~,'de
54' L ono
li' fleep I4
8' Se~ex rock
3'
Cleon ~u~
REPLACEMENT TPENCH NO SCALE
Cleo nou ts
Mon/%om
4~ TORSO,'{~ - Ex,~, 5round
3' Cover _
~~ ~k4' M/n Cover
/
7 6~ oP 2ep~ic Rock
1500 ~4L STEP TANK
ND SCALE -~ FEET ND 6RDUND~ATE~
TOBBEN SPURKLAND P.E, LST ? CLEA2VIEW S/? SEPTIC SYSTEM DESIGN
203 W15%h Ave MICHAELSDHN ANti PAUSTHE~ DATE', JUL Y
Anchorage Ak 99501 8041 ALATNA flRIVE SHEET~ 3/3 GRID, ~740
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, ALaska 99502-0650
SOILS LOG -- PERCOLATION TEST
(ENGINEER'S SEAL)
1
2
3
4
5
6
7
8
9
10
13
WAS GROUND WATER
ENCOUNTERED?
Township, Range, Section:
S
L
IF YES, AT WHAT O
DEPTH? p
E
14
15
16
17
18
19
20
Depth to Water After
Monitoring? Date:
SLOPE SITE PLAN
Gross Net Depth to Net
Reading Date Time ~,~; t~ Time H{ ~1 Water Drop
-I
~o jo I '/1' ~ '/'~
o '--
~ o ,o ~ V~ l '~/~
~ 0 i o o ~/~ I
PERCOLATION RATE '~_"'~ (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN J~ FTAND ~i II'Z.. FT
COMMENTS
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE.
72-008 (Rev. 4/85)
CERTIFY THAT THIS TEST WAS PERFORMED IN
DATE:
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
(ENGINEER'S SEAL)
DATE PERFORMED:
LEGAL DESCRIPTION: k' '~ q) CI~_O~ ~/;'-.~ Township, Range, Section:
7
8
9
10
11
12
14
15
16
17
18
2O
SLOPE SITE PLAN
I
WAS GROUND WATER ['~
ENCOUNTERED? ~
S
L
IF YES, AT WHAT O
DEPTH? P
E
Depth lo Water Alter
Monitoring? . Date:
Gross Net Depth to Net
Reading Date Time Time Water Drop
'7° o
PERCOLATION RATE IP~' ~inutes/,nch) PEI~ HOLE
TEST RUN BETWEEN I ~ FTAND I ~ FT
COMMENTS
PERFORMED BY: ~i"~ ..~ I ~ ~
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINE8 IN EFFECT ON THIS DATE.
72-008 (Rev. 4/85)
CERTIFY THAT THIS TEST WAS PERFORMED IN
DATE: A'~.,.~. ;?, ~qq.5
Municipalit~ of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
(ENGINEER'S SEAL)
.EG^.DESCR, ,O.:
~/-~t x" v';' ~ Township, Range, Section:
1
2
3
4
5
6
7
8
18
COMMENTS
WAS GROUND WATER
ENCOUNTERED?
s
L
IF YES, AT WHAT O
DEPTH? p
E
Depth to Water Alter
Menitering? Oat~
SLOPE SITE PLAN
Reading Date Gross Net Depth to Net
Time Time Water Drop
PERCOLATION RATE 5'~ (minutes/inch) PERC HOLE DIAMETER
i=ERFORMED BY: ~ '~ ' '~ 0~
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE.
72'008 (Rev. 4/85)
CERTIFY THAT THIS TEST WAS PERFORMED IN
PERFORMED;
Township, Range, Section:
3
4
5
7
8
9
10
11
12
13
14
15
16
17
18
19
2O
COMMENTS
SLOPE
WAS GROUND WATER
ENCOUNTERED?
SITE PLAN
$
DEPTH? , p
E
,,.~. w.,, ~,, H/~ 7- ~- ~'/
MWW~ D~
GroH Net Depth to Net
Raading Date Time Time Water Drop
-/-z-.ri
/" ,, y '?~ /O~p,. /v'~'
2" ,f ~ zr /! (. z~ I. 7~
PERCOLATION RATE .
TEST RUN BETWEEN . ,
Immutwinch) PERC HOLE DIAMETER
, FT AND '~ FT
PERFORMED BY:.d.,../..,,, ~/c~er'U ,.,_,,~l~.vd(v.y I '' CERTIFY THAT THIS TEST WA~ PERFORMED IN
' -7-?-'/i
ACCORDANCE WITH AU. STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
[~~~~~b~MENT OF HEALTH & HUMAN SERVICES
~ . ... ...... ~.~ ,,..~s ~o~ -.E.co~.o. ~Es~
LEGAL DE$CRIPTION:~/~' ~/0 Township, Range. Section:
~ ~:," 7"'/'/~*' .2' SLOPE Sn'E PLAN
· ~
WAS GROUND WATER
E"COU.~ERED~..
12
s
DEPTH? , _ P
E
Oepl~ Il WMer Mir
Depth lo
WRier
16
17
18
lg
20
COMMENTS
"~ ~' I PERCOLATION RATE
TEST RUN BETWEEN
- · Immuleu,nch) PERC HOLE DIAMETER
FTAND _ 7 FT
ACCORDANCE WITH ALL STATE AND MUNICIPAl / CERTIFY THAT THIS TEST W~ P~FORMED IN