HomeMy WebLinkAboutT15N R1W SEC 8 LT 165A01�15N RIW SEC 8
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
On -Site Wastewater Disposal System Permit
Permit Number: OSP231265
Work Type: Septic Renewal
Tax Code Number: 05115343000
Site Legal Address: T15N R1 W SEC 8 LT 165A G:1256
Site Mailing Address: 19914 TOFSON ST, Chugiak
Owner: BRANSTETTER HOWARD & VERA
Design Engineer: FIRST WATER CONSULTING
This permit is for the construction of:
Effective Date
Expiration Date:
oma::.. . s
s
O
v
Department
Lot Size in Sq Ft:
Total Bedrooms:
9/7/2023
9/6/2024
42762
Z Disposal Field 2 Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ 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
c) —t Date:
Issued By: �Gv z Date: Z
4
MUHMPA UTY Or " HCHORAG
,. arm
Development Services Department - Phone- 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
ON-SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 051-153-43
Property owner(s) HOWARD & VERA BRANSTETTER Day phone
Mailing address PO BOX 671961, CHUGIAK, AK 99567
Site address 19914 TOFSON STREET, CHUGIAK, AK 99567
Legal description (Sub'd., Block & Lot)
Legal description (Township, Range & Section)
T1 5N R1 W SEC 8 LOT 165A
Lot Size 42,762 Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field
Fx_1
Initial ❑
Single Family (SF) El
(w/wo ADU)
Septic Tank
El
Upgrade
Duplex (D) ❑
Holding Tank
❑
Renewal
Multiple Dwellings ❑
Privy
❑
(SF and/or D)
Private Well
❑
Water Storage
❑
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
nature of property owner or authorized agent)
Permit/Rush Fees: S Waiver Fees: _
Date of Payment: 'Zo z I Date of Payment:
i
Receipt Number: Z I 14 S/ Receipt Number:
Permit No. QS P2� ) 26 E Waiver No
GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc
13030 Sues Way, Anchorage, AK 99516
907-350-9566 / firstwaterAK@gmail.com
!
August 14, 2023
Municipalities of Anchorage
On-Site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
RE: CHANGE ORDER - SEPTIC SYSTEM UPGRADE PERMIT
LEGAL: T15 R1W SEC 8 LOT 165A (19914 TOFSON, CHUGIAK)
A recent teshole was conducted to determine suitability of the expired MOA permit
OSP191469. Based on the attached, the proposed septic system is proposed to be an
anchored Advantex system with pump basin and bed to serve the existing 3-
bedroom residence per the attached design. The system has been designed to allow
up to 4 bedrooms. As stated, the design is based on the recent test hole conducted in
the summer of 2023.
The slopes are flat at the proposed upgrade location. The lot and area are served by
private water with no known private wells within 50’ of the proposed septic system.
Based on visual observations and review of available information, the design will
not impact any of the neighboring properties. Please contact us if you have any
questions.
Sincerely,
Curtis Huffman, P.E.
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP231265, Deb Wockenfuss, 09/07/23
FIRST WATER CONSULTING
T15N R1W SEC 8 LOT 165A
DESIGN CALCS:
NO WELLS WITHIN
50' OF PROPOSED
SEPTIC SYSTEM.
NO SLOPES >25% WITHIN 50'
OF PROPOSED FIELD.
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP231265, Deb Wockenfuss, 09/07/23
FIRST WATER CONSULTING
DESIGN DETAILS:
T15N R1W SEC 8 LOT 165A
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP231265, Deb Wockenfuss, 09/07/23
13030 Sues Way - Anchorage, Alaska 99516
Tel. 907-350-9566 firstwaterAK@gmail.com
SOILS LOG - PERCOLATION TEST
LEGAL : T15N R1W SEC 8 LOT 165A
PERFORMED BY: FWC - I CURTIS HUFFMAN CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCORDANCE WITH ALL STATE & MUNICIPAL GUIDELINES IN EFFECT
ON THIS DATE. DATE: 7/14/23
DEPTH
FEET OG
SOILS
1
2
ORG/OL
3
4
5
6
7
GM/sm
8
9
10
11
12
13
14
15
BOH
16
17
18
19
20
Reading Date Gross
Time
Net
Time
Depth to
Water
Net Drop
7/13/23 30 min 6 2 3/16
6 2 2/16
6 2 2/16
PERCOLATION RATE 14 (MIN / INCH)
TEST RUN BEWTWEEN 3 & 4 FT
PERC HOLE DIAMETER 6
PRE-SOAKED PRIOR TO TEST & ALL READINGS TO
THE 1/16TH.
GROUND WATER ENCOUNTERED: NO
IF YES, AT WHAT DEPTH: NA MOIST SOILS
DEPTH TO WATER AT MONITORING: 6
DATE: 7/13/2023
TESTHOLE # 23-1 DATE PERFORMED: 6/29/23
SEE SITE PLAN FOR SLOPE & LOCATION
COMMENTS:
High seasonal groundwater adjustment w/
Advantex reduced vertical separation. Max ED install
depth of 2 below grade.
VERIFY GROUNDWATER MT
AT TIME OF CONSTRUCTION
PERFORMED FOR: HOWARD & VERA BRANSTETTER
7/14/23
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP231265, Deb Wockenfuss, 09/07/23
BIRCHWOOD LOOP ROAD
' -.......2 :11/21:/ \
o / E
0
/in
S 89'50'15"E 145.00' \ 30.0'
:1- 7
—WELL
10' UTILITY EASEMENT-'
J� 7.9'x6.8'
C-5. �SHEO
\ Q.- 3' BLM ROAD RESERVATION
N
NJV
\ i....(4/
N Qet / IN O
� ^ q o
O p� 12.2'x12.2' / O O
N SHED
Lot 165-8 o 89.7' ' 2a o m
1 STORY a
p ry
o MOBILE HOME — , o 1 o
Z I XI
DECK-ter A 2a.o p 3 7 -P
rn
Lot 1 65—A�- .4'
42,762 S.F.
CHAIN-LINK FENCE La
—SEPTIC
PIPES o
-'
La I
16.3'x28.3' GARAGE
10' UTILITY EASEMENT 5.0'x7.0' SHED f r 4 /
_ c, 36.3'
co
N 89'49'04"W 160.00' 4
1
CHAIN-LINK FENCE) il33.0'
_
BLM Lot 172
I
I
PLOT PLAN ___ AS BUILT _X_ SCALE 1" = 60' GRID NW 1256 Project No. 19-64JA1
11500 Daryl Avenue, Anchorage, Alaska 99515-3049
Lang & Associates , i n c (907) 522-6476 Phone
40004�(907) 522-4625 Fax ,d09-OF AL�p
Professional Land Surveyors kenOlangsurvey.com 0o`c......... .. ,Q4jonathanOlangsurvey.com
I hereby certify that I have surveyed the following described properly: a�•. 49TH %\ '1
LOT 165—A, SECTION 8, T15N, R1W, SEWARD MERIDIAN, ALASKA (PLAT No. 76-266) 0 * • •• >e al
Anchorage Recording District, Alaska, and that the improvements situated thereon are i V
within the property lines and do not encroach onto the property adjacent thereto, that
no improvements on the properly lying adjacent thereto encroach on the surveyed � ;• • •
premises and that there are no roadways, transmission lines or other visible 0^�i KENN H LANG
easements on said property except as indicated hereon. VO ‘ '• ik• (As1Lc( •'
,ti0 ``�' LS-520
Dated this the __L.__—_ Day of ., , , C.', k , at Anchorage, Alaska Q a •••••••• 1.0
40'R0FESSI0mM.\4
It is the responsibility of the owner to determine the existence of any easements, 04400oa`''
covenants, or restrictions which do not appear on the recorded subdivision plat. AECC963
.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
On -Site Wastewater Disposal System Permit
Permit Number: OSP191469
Work Type: Septic Upgrade
Tax Code Number: 05115343000
Site Legal Address: T15N R1 W SEC 8 LT 165A G:1256
Site Mailing Address: 19914 TOFSON ST, Chugiak
Owner: BRANSTETTER HOWARD & VERA
Design Engineer: ARC TERRA CONSULTING INC
This permit is for the construction of:
Q Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy
Effective Date:
Expiration Date
Lot Size in Sq Ft:
Total Bedrooms:
.�L1'1CIlj
~offs e
t:)ep<trtineut
12/6/2019
12/5/2020
42762
❑ Private Well ❑ Water Storage
9
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
Special Provisions: The existing system is to documented P, aperwor or
with the IR for the new system.
e documentation is to be submitted
\�
i
stem n "t �'V1 st
Y � V, a/
C;//Ilz-77
Received B�
Issued By:
Date:
Date:
Municipality of Anchorage
L'0. Box 1966.50 • Anchnmge, eUasU 94519.6650 • Telephone (907) 343.8301 • Fa. (907) 343 &000
l / 4700 Bmknw Strccl • Anchomgc, Alaska 90.507
eimmunl.org
Mayor Markf3cgich
Building S.-delh Dh-ision
August 10, 2005
Howard & Vera Branstetter
P.O. Box 770116
Eagle River, AK 99577-0116
Subject: On -Site Water and/or Wastewater Permit.
Permit Number: SW040393
Legal Description: TI 5N RI W SEC 8 LOT 165A
Dear Mr. R Mrs. Branstetter:
An On -Site Water/Wastewater Permit, number S W040393, issued by this office for a single-family
system, will expire on September 20, 2005. The permit is valid for 365 calendar days.
If this was a well permit and the well has been drilled, a well log must be sent to this office for
documentation of the installation and to close the permit.
If this permit was for a wastewater disposal system, an original as -built inspection report must be sent to
this office for review, approval and documentation. This as -built inspection report must be signed by
the licensed Professional Engineer who inspected the installation of the system. As -built inspection
reports are required to be submitted within 30 days of the completion of the system.
If no system was installed under this permit, and you are still planning to install a well or wastewater
disposal system, a new permit must be obtained from this office. A new permit for a second year may
be issued for a fee of $115.00 if the renewal application is received on or before the expiration date of
the original permit.
When applying for a new permit, the fees are: $460.00 for a wastewater permit and $175.00 for a well
permit.
If you have any questions, please call this office at 343-7904.
Sincerely,
G�
Daniel J. Roth
Program Manager
On -Site Water and Wastewater Program
Enc: Copy of permit
Community, Security, Prosperity
MUNICIPALITY OF ANCHORAGE
Development Services Department 1
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 PERMIT
Initial
Date Issued: Sep 20, 2004
Expiration Date: Sep 20, 2005
Permit Number: SW040393 Parcel ID: 051-153-43
Legal Description: Ir15NFR1W SEC -S LT 185A'
Design Engineer: 0821 Eberle Engineering Services Site Address: 019914 TOFSON ST
Owner Name: HOWARD & VERA BRANSTETTER Lot Size: 42762 SO. FT.
Owner Address: 19914 TOFSON ST Total Bedrooms: 3 Permit Bedrooms: 3
EAGLE RIVER. AK 99577 -
This permit is for the construction of:
Q 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 notication 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.
i O
Received By. Date:R Z
Issued By. a' 1%h'" Date: z
Municipality of Anchorage
Development Services Department
�i Building Safety Division
On -Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.cl.anchorage.ek.us
\� (907)343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
05-1- 153 - y3
Parcel I.D. Permit Number SW
Property
(s) �"�orJ&VA It U¢Xk `��
owner yphone G96 —1()7-1l
��Mttailing address (1)_1 V> LX4 I / v h 1 0 -r—al fe N VeA- �t�
iCAa 6 address (2) PA Via. Tr s� Zip Code 95577
LQ -l' I�$-A Swbd;vtsier� of $LM rpt t&5
Legal description (Lot, Block & Sub'd.)
Legal description (Section, Township & Range)
�w r-
1 W . Seto
...r r
Lot Size L t �. to r� _ _ � e q.Ft.' Number of Bedrooms 3
THIS APPLICATION IS FOR:
Sewer Only 21-- Well Only ❑
Sewer and Well ❑ Water Storage ❑
Sewer Upgrade ❑
WSIb373.71=1Ai19d91a]F &
Hot Tub ❑ Jacuzzi ❑
Swimming Pool ❑ Water Softening Unit ❑
Therapy Pool ❑
certify that the above information is correct. I further certify that this application is being made for a
Ingle Family Dwelling and is in accordance with applicable Municipal Codes.
allIL.
(Signature of property owner or authorized agent)
Permit Fees:
Waiver Fees:
Date of Payment: !1— 17— I y Date of Payment:
Receipt Number: 17� D Receipt Number:
(Rev. 12/00)
Eberle Engineering services
WELL AND SEPTIC SYSTEM APPLICATION NARRATIVE
LEGAL: Lot 165-A, SD of BLM Lot 165 T15N, R1W, SW114 Section 8, SM
Thursday, September 16, 2004
IMPACTS TO ADJACENT PROPERTIES
The location and design of this wastewater system is expected to have no impact on
adjacent properties. There are no wells or surface waters within 100 feet of this proposed
design. The nearest existing septic system on neighboring properties is to the west on Lot
165-B and lies approximately 30 feet from the proposed septic system.
TOPOGRAPHY
Neighboring dwellings are single family homes on the Birchwood Loop Road; this is an
essentially flat area nearly adjacent to Knik Arm. The subdivision and surrounding area are
developed with electricity, phone, and natural gas, as well as paved roads and drainage.
Water and sewer services to homes are private wells and septic systems.
LOCAL WATER LEVEL
A 14.5 -foot deep soils -investigation pit was dug on site on July 18, 2002, and a standpipe
was inserted to that depth for monitoring ground water. Groundwater was sounded at a
depth of 13 feet below ground surface 2 days later on July 20 and at that same depth on July
22, 2002. On July 27, 2004, the standpipe was filled with soil to 13 feet BGS, and no water
was sounded; the same conditions existed on September 14 and 17, 2004.
PERCOLATION TESTS AND SOILS
The soil immediately underlying the 6 -inches surface organic layer (grass sod) to 8.5 feet
below ground surface (BGS) consists entirely of brown to gray silty SAND with gravel and
occasional small cobbles, classed SM by USCS. Soil from 8.5 to 14.5 feet BGS is very
much similar to that above but grades finer and more gray with depth
Two Falling Head percolation tests were performed in accordance with Alaska DEC
specifications in the holes indicated on the attached sheets at a depth of 5.5 to 6.0 ft BGS.
The soils percolated at 24 minutesfinch, resulting in a design rate of 0.6 GPD/SF or 250
SF/BR by Table 1 per AMC 15.65 for the deep trench requirements and specifications.
Included: I -On-site Sewer/Well Permit Application for a Single Pamily Dwelling
1 -Narrative (this sheet)
I -System Specifications
I -Design Site Plan
1 -Cross -Section and Profilc
1 -Deep Trench Drainftcld resign Sheet
3 -Soils and Percolation Sheets
Eberle Engineering services
3875 Mariah Drive
Eagle River, AK 99577-9757
Phone/FAX 907-696-0402
SPECIFICATIONS FOR ONSITE SEPTIC SYSTEM
LEGAL: Subdivision of BLM Lot 165—SW % Section 8, TI SN, R1 W, SM
September 17, 2004
A GENERAL
1. The well and septic plans are for a single-family residence.
2. The site plan and profile drawings shall be a part of this specification.
3. All materials and workmanship shall meet the Anchorage Department of Health and State
Department of Environmental Conservation requirements.
4. All soil tests are advisory to the design, and the engineer may modify the design in the field if soil
conditions are found to vary unfavorably from investigated soils.
5. It is the responsibility of the owner to obtain all necessary permits or easements and to locate
any adjacent multi -family wells.
6. The excavation is to be exactly in the area shown on the site plan; any deviation requires
engineer approval.
7. Any remaining open test hole excavations shall be filled.
8. A utility locate must be performed to identify locations of all underground utilities.
9. Existing on -property septic tank is to be abandoned. See Plan View sheet.
B. SEPTIC TANK
1. Septic tank shall be 1000 gallon and meet MOA Standards and Specifications.
C. DEEP TRENCH DRAINFIELD
1. The trench is to maintain a uniform bottom elevation throughout its entire length.
2. The total depth of the trench excavation is not to exceed 8.5' at any point.
3. The effluent line within the trenches shall be laid level within 0.03'.
4. The sewer rock septic trench is to be insulated with Iinch blue board minimum.
5. The area over the trench is to be finish graded to prevent ponding of surface water runoff.
6. The septic tank and leachfield must not be closer than 100' to any existing private well, 150' to
any Class "C" well or 200 feet to any community well.
DEEP TRENCH SYSTEM DIMENSIONS:
TOTAL DEPTH= 8.5' GRAVEL DEPTH = 66" under pipe, 2" over pipe
TRENCH LENGTH= 68.2' TRENCH WIDTH= Shovel Width
SOIL RATING= 0.6 GPD/SQ.FT BEDROOM CAPACITY= 3
SEPTIC TANK SIZE = 1000 GAL. SEWER AND PERFORATED PIPE DIAMETER = 4"
Twenty -tour (24) hours notice required for all Inspections.
BIRCHWOOD
iE WENT — — 10' UTILITY EASEMENT
i
EXISTING /
I
WELL
I
LOT 165-B
EXISTING
WELL
HOUSE ADD'T'N
1Doo
TANK
IENT
ABANDONED
500 ;U1 TANK
E%ISTnWATER LI
LOT 165-A LoanoN APRROX1wNETE
EXISTING
12x12 HED
PROPOSED
TERMINUS
WATER LINE
NVEF WAIM:NI1: LINE
Sim .-- -----
10' UTILITY EASEMENT
0 50 100 it
SCALE
PLAN VIEW -- DESIGN
l SW 1/4 SECTION 8, T15N, R1W, SM
I OWNER/REPRRESENTATIVE: HOWARD and VERA BRAMSTEADER
JOB NO.: 00-001 1 DATE: 9/17/04
EBERLE ENGINEERING SERVICES
3875 MARIAH DRIVE
EAGLE RIVER, AK 99577
907-696-0402 (phone and FAX)
RA'
qE C)1: 4E�, �q
�. TH)
P
Ill ;; GnEGOTPyUlESP c�
Itli .. CE 9254 •r te
CO MT
NOT TO SCALE
FINISH GRADE el. 95.2 ft
elation top of Sewer Rock
of Rock el. 92.7: Inv. 92.2
Bottom el. 86.7 ft
,e
COs
CO
FG el. 95.2 ft
1000 gal. Tank
Proposed House
NOTES:
— Place blue board insulation --1 inch minimum, 4 feet wide --
over top of sewer rock.
— Blueboord insulation to cover sewer lines and
tank where soil cover is less than 3 feet thick.
— Sewer line delivering effluent to tank or drain field to
be insulated if intended to be over—driven.
— Verify location of existing crib or system, and maintain
minimum 10' distance from it with new trench.
— Locate oil underground utilities before excavating.
— All remaining open test holes shall be filled.
FG 95.2
Top of Sewer Rock 92.7
Perf. Pipe Invert 92.2 9
Bottom EI. 86.7
1 Inch Minimum Insulation
Over Top of Sewer Rock
NJON 0l9l1*601
LEGAL DESCRIPTION: LOT 165—A SUBDIVISION OF BLM LOT 165
SW 1/4 SECTION 8, T15N, R1W, SM
OWN ER/REPRR ESENTATIVE: HOWARD and VERA BRAMSTEADER
CONTRACTOR/BUILDER: CHARLEY BARR
JOB NO.: 00-001 1 DATE: 9/17/04
EBERLE ENGINEERING SERVICES
3875 MARIAH DRIVE
EAGLE RIVER, AK 99577
907-696-0402 (phone and FAX)
V_,•
U TH
� c ; Gfi�GMY WN ESSU
ts��•�
! CE 9254 • • � .►
-K, el I 11, 10 q
Lot Ao5-A 1 5����y�siot. 4 6LM , Lot IG5
-rlsN, - RiW 5wVt S�t►tt S 5"
IQ00 Ra((oKs
0.6 GPD 5F
wow Tdl� I (AMc 15L(05) , -b-sC4 "r&,-,
c4 zii wdK.lh
o cc 0.S 10 wl.
5 1l c.0161as, (5M)
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-7
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• W.�
(_o to coCD ►YiCo
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DEPARTMENT OF HEALTH d HUMAN SERVICES
US `L' Street, Anchorage. Alaska 99502-0650
SOILS LOG — PERCOLATION TEST
PERFORMED FOR: oy-s
k
G
IJ K
DATE PERF(
LEGAL DESCRIPTION:
I -of
u.5 A
Township, Range,Section: T15
2 �trow/t f Ft+�zwa.l,tSILTf: SILT'
o � .
4 . ; SiiTA� SRND w1tt. 1`• `"1!
• � oma,:to�gl s►,+..1( �e661�s.
s � • CSM
' 0 I
r I.
9
10
11
12
13
1•
is
�Ci■
ONION
011um
■1I1PI
ONION
■HIEN.
11111111
�"..
millet
.,1u■
IMEMO'
MENS
Most �~��
�AJ W/OUTATERNEREDECtretah.jv,Ay 1Wl
IF YES. AT WHAT
DEPTH?
St�yS/thlD w�I`"`
7zzo
Iry
9 srr
rw,ulaGS
IqT i Ouc 1"1 0
Gmem
y, »l Rrradirry Dm Time
16 MT sct t-9.
1e 14;K?&Y j,v+
19-
20
COMMENTS
�•.:49rN�' :� rr
0.
PLAN
NnI Depth to I Net
Tlrnrr Water Drop
PERCOLATION RATE (ffmrA WvCh) PFAC HOLE DIAMETER �J1
TEST RUN BETWEEN .5 FT AND iD• O FT 865
.0 w r 1 . .. 1 . 1 0 � 11 .
PERFORMED BY: v `� t CERTIFY THAT TM TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE DATE K 08/00
72-000 (Aw. 4/85)
MI.IIHEA Anchorage-
DEPARTMENT OFF HEALTH ti HUMAN SERVICES
US -V Street, Aricho e. Alaska SNW-0650
SOILS LOG —PERCOLATION TEST q 1 EilI
PERFOIa11ED FOR: LOVI/1l LT: (c�Kw DATE FERFORi
LEGAL DESCRIPTION: Lof /65 R Towrnt*% Ramm s.aiom 'r15 N
Or K`< ca/' SO Ca✓ASS
� Pto;4 � tt�kt •awKfi YT,st-1�s�
4 60KNK T f sn SIt.'f k -S I(MLLT
0'1, I
a 1 1 s�� ytnw...'. JMt
Silty SRND wi •I
'• � o�cA,slo�ut.l s(►++•.l( c.661�s.
s El
7. 7 .
•
9
10
11
12
13
• .(y. vv:
GAEGORYAIAN
WASGROUND
WATER
b1000NTERED? R
IF YES. AT WHAT
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P
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.1011 Wlr Mr
'k s•� 5 «T �r.1..IFT OWL 16
171 I rt 6i4w--
19 1 I q ;l%op YV+
19
Kil
COMMENTS
PERCOLATION RATE .—� (a.Iwar/Inot) PERC HOLE DWAETER
TEST RUN RETWUN +5 FT AND (P-0 FT SETS
PERFORMED SY: 'L 1 CERTIFY THAT THIS TEAT WAS PERFORMEDIN
ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE DATE: T 0! 00
r"M (R.+ 4a5)
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1..�aP9r rr:�+�_ rr•
PERCOLATION RATE .—� (a.Iwar/Inot) PERC HOLE DWAETER
TEST RUN RETWUN +5 FT AND (P-0 FT SETS
PERFORMED SY: 'L 1 CERTIFY THAT THIS TEAT WAS PERFORMEDIN
ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE DATE: T 0! 00
r"M (R.+ 4a5)
plaYeip.tnp ae
& HUM .
DEPARTMENT OF HEALTH b HUMAN SERVICES
825 -L- Street. Anchorage, Alaska 99502-0850
SOILS LOG —PERCOLATION TEST `I
PERFORMED FOR: ��/Q�K GtoIaKW DATEPERS
LEGAL
1
2
a
4
8
s
7
III
9
10
11
12
u
M
lot 165 A
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fll61e rw1.iSttTkfMI�T
Q.
�Si(� SRND wil�.1►+��I�.
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TER
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1- v,4� IF YES. AT WHAT
, Ow"
s; s r\ND red
1 tali is WNW Mw
16 .k 'Fit
18 µT Y -t" t:. .
17 Wfi►..
19
20
COMMENTS
sm
MEMNON mop
■®oasma■■■
■■■■■NOME■
PEAMATION PATE (wwMwnlWy P61C HOLE DIAMETER A 1 h
TEST FAIN lErMRF.N +5 FT AHO 6. o FT 366
PERFORMED IM. G" 1 CERTIFY TINT TMTEST WAS PERFORMED W
ACCORDANCE WrtH ALL STATE AND MUNICIPAL OtADEUNES IN EFFECT ON THIS DATE DATE • 7 1101 00
78000 tp�. UaSI
V9 -',gym.
f!!•�1• � � �!_�6m11�11!'111t•
,ii��t�>•i�i�lf�s�ii
PEAMATION PATE (wwMwnlWy P61C HOLE DIAMETER A 1 h
TEST FAIN lErMRF.N +5 FT AHO 6. o FT 366
PERFORMED IM. G" 1 CERTIFY TINT TMTEST WAS PERFORMED W
ACCORDANCE WrtH ALL STATE AND MUNICIPAL OtADEUNES IN EFFECT ON THIS DATE DATE • 7 1101 00
78000 tp�. UaSI