HomeMy WebLinkAboutGUDVEINA #1 LT 1Onsite File
Gudveina #1
Lot 1
#017-161-16
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
hftp://www.muni.org/onsite
On -Site Wastewater Disposal System Permit
Permit Number: OSP241283
Work Type: Septic Initial
Tax Code Number: 01716116000
Site Legal Address: GUDVEINA #1 LT 1 G:3138
Site Mailing Address: 6400 RABBIT CREEK RD, Anchorage
Owner: VON MAREES RODRIGO A &
Design Engineer: FIRST WATER CONSULTING
This permit is for the construction of:
Effective Date
Expiration Date
Lot Size in Sq Ft:
Total Bedrooms:
9/20/2024
9/20/2025
157864
Q Disposal Field 0 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
12 v0 V 15 1 J ,/' 11 iv*=-- e.- 0 %,/ /t- r-C- (I— Gam'-, 4- r 7-
Received By:
Issued By: 1
(Z--� S I.) G__7 S
3
Date:
Date: 2,
ON -SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 017-161-16
Property owner(s) RODRIGO & DIAZ VON MAREES Day phone
Mailing address 2232 CULVER PLACE, ANCHORAGE, AK 99505
Site address 6400 RABBIT CREEK ROAD, ANCHORAGE, AK 99516
Legal description (Sub'd., Block & Lot) GUDVEINA #1 LOT 1
Legal description (Township, Range & Section)
Lot Size 157,864 Sq. Ft. Number of Bedrooms
N
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(Z all that apply)
Absorption Field
nx
Initial nX
Single Family (SF) El
(w/wo ADU)
Septic Tank
0
Upgrade
Duplex (D) EJ
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.
IF/�t I I /-a W
(Signature of property owner or authorized agent)
Permit/Rush Fees:
Date of Payment: -z-
Receipt Number:
Permit No. o5p-z_�[Zo:�
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
GAIDevelopment Services\Building Safety\On Site Water and WastewaterTorms\Client Forms\Permit Application.doc
13030 Sues Way, Anchorage, AK 99516
907-350-9566 / firstwaterAK@gmail.com
!
!!
September 6, 2024
Municipalities of Anchorage
On-Site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
RE: NEW SEPTIC SYSTEM PERMIT
LEGAL: GUDVEINA #1 LOT 1
This submittal amends the previous MOA permit (OSP21134) issued and the owner has
requested that we obtain a new septic permit for the above referenced lot. We propose to install
shallow trenches and 1500-gallon tank to serve the proposed 3-bedroom residence.
The design is based on the attached recent test hole along with a sieve analysis. A sieve was
taken to verify soils of these less dense sandy soils and originally also thought cleaner with less
silt than the sieve analysis. To allow for increased absorption & effluent transference to the
receiving soils, Type II soils will be added followed by 2’ of MOA sand and the effective depth
per the attached design.
Groundwater was not observed at excavation but was monitored at 19’ on September 4, 2024.
The property will be served by the existing well located on the lot and we have requested the
well & pump logs. The slopes are basically flat / moderate at 0-3% at the proposed upgrade
location.
The lot and area are served by private water. 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
OSP241283, Curtis Townsend, 09/20/24
FIRST WATER CONSULTING
GUDVEINA #1 LOT 1
DESIGN CALCS:
NO WELLS WITHIN
100' OF PROPOSED
SEPTIC TANK
NO SLOPES >25% WITHIN 50'
OF PROPOSED FIELD.
LARGE LOT - NO ENCROACHMENTS
OF 100'+ TO PROPOSED SEPTIC
TANK & ABSORPTION FIELD.
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241283, Curtis Townsend, 09/20/24
FIRST WATER CONSULTING
DESIGN DETAILS:
GUDVEINA #1 LOT 1
LARGE LOT - NO ENCROACHMENTS
OF 100'+ TO PROPOSED SEPTIC
TANK & ABSORPTION FIELD.
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241283, Curtis Townsend, 09/20/24
3030 Sues Way - Anchorage, Alaska 99516
Tel. 907-350-9566 FirstWaterAK@gmail.com
SOILS LOG - PERCOLATION TEST
LEGAL : GUDVEINA #1 LOT 1
PERFORMED BY: FWC - I CURTIS HUFFMAN CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE & MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 9/4/2024
DEPTH
FEET OG
SOILS
1
ORG/OL
2
3
4
5
6
ML
Impermeable
7
8
9
10
GM/SM
11
12
13
14
SM/sw
15
SIEVE GRAB
16
17
18
19
20
BOH
Reading Date Gross
Time
Net Time Depth to
Water
Net Drop
8/12/24 10 min 6” 2 13 /16”
“ 6” 2 11/16”
“ 6” 2 10/16”
“ 6” 2 9/16”
“ 6” 2 10/16”
“ 6” 2 9/16”
PERCOLATION RATE 3.9 (MIN / INCH)
TEST RUN BEWTWEEN 8.5 & 9.5 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
DEPTH TO WATER AT MONITORING: 19’
DATE: 9/4/2024
TESTHOLE # 24-1 DATE PERFORMED: 8/12/2024
SEE SITE PLAN FOR SLOPE & LOCATION
COMMENTS:
VERIFY GROUNDWATER MT
AT TIME OF CONSTRUCTION
PERFORMED FOR: RODRIGO VON MAREES
9/4/2024
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241283, Curtis Townsend, 09/20/24
% GRAVEL 19.1 USCS SM
% SAND 60.3 USACOE FC N/A
% SILT/CLAY 20.6 % PASS. 0.02 mm N/A
% MOIST. CONTENT 6.6 % PASS. 0.002 mm N/A
N/A
N/A
N/A
SIEVE SIEVE TOTAL %MOA TYPE IIA
SIZE (mm)SIZE (U.S.)PASSING (% PASSING)
152.40 6"
76.20 3"
38.10 1.5"100
19.00 3/4"94
12.70 1/2"90
9.50 3/8"88
4.75 #4 81
2.00 #10 73
0.85 #20 65
0.43 #40 56
0.25 #60 44
0.15 #100 33
0.075 #200 20.6
ELAPSED DIAMETER
TIME (MIN) (mm)
0
1
2
5
8
15
30
60
250
1440
SOUNDNESS OF AGG.
(ASTM C88)
DEGRADATION
(ATM T-313)
LA ABRASION
(ASTM C131/C535)
SP. GRAV. COARSE AGG.
(ASTM C127)
CLASSIFICATION:
DATE RECEIVED:
TESTED BY:
REVIEWED BY:
UNIFORMITY COEFFICIENT (Cu)
COEFFICIENT OF GRADATION (Cc)
ASTM D1557 (uncorrected)
ASTM D4718 (corrected)
OPTIMUM MOIST. CONTENT. (corrected)
PROJECT CLIENT:
PROJECT NAME:
PROJECT NO.:
SAMPLE DESC.:
NGE-TFT ID #:UNKNOWN
UNKNOWN
First Water Consulting
HYDROMETER RESULT
N/A
SIEVE ANALYSIS RESULT
Gudveina #1, Lot 1
7068-24
14' Grab (6400 RC)
24-S-2
Silty sand w/ gravel
8/13/2024
Gunner Bergstedt
Sean Totzke
TOTAL %
PASSING
11301 Olive Lane ∙ Anchorage, Alaska 99515 ∙ Phone: 907-344-5934 ∙ Fax: 907-344-5993 ∙ www.nge-tft.com
N/A
N/A
The testing services reported herein have been performed to recognized industry standards, unless otherwise noted. No other warranty is made. Should engineering
interpretation or opinion be required, NGE-TFT will provide upon written request.
N/A
125
130
135
140
145
150
0 2 4 6 8 10 12 14 16
DR
Y
D
E
N
S
I
T
Y
(
p
c
f
)
MOISTURE CONTENT (%)
MOISTURE-DENSITY RELATIONSHIP ASTM D1557
SILT or CLAYCOBBLESGRAVEL
Coarse Fine
SAND
Coarse Medium Fine
0
10
20
30
40
50
60
70
80
90
100
0.0010.010.1110100
FI
N
E
R
B
Y
M
A
S
S
(
%
)
GRAIN SIZE (mm)
PARTICLE SIZE ANALYSIS ASTM D6913 / C136 / D422
#200#40#101.5 1/2363/4 #4 #20 #60 #1003/8U.S.SIEVE OPENING IN INCHES U.S.SIEVE NUMBERS HYDROMETER
MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
PO BOX oad
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 50 4700 more R
Fax: (907) 343-7997
http://www.muni.orgionsite
On -Site Water & Wastewater System Permit
Permit Number: OSP211134
Effective Date:
Work Type: WellSeptic Renewal Expiration Date:
Tax Code Number: 01716116000
Site Legal Address: GUDVEINA #1 LT 1 G:3138
Site Mailing Address: 6400 RABBIT CREEK RD, Anchorage
5/7/2021
5/7/2022
Owner: VON MAREES RODRIGO A &
Lot Size in Sq Ft: 157864
Design Engineer: ANDERSON CONSTRUCTION & ENGINEERING
Total Bedrooms: g
This permit is for the construction of:
0 Disposal Field 0 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 (48AAC80)
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: Prior to installation of the septic system, letters of non -objection shall be obtained for the
septic pipe routing across the T&E and Utility Easement.
Received By: r� Z(
Date:
Issued By: Date: S % 202
ON-SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 017-161-16
Property owner(s) Rodrigo Von Marees & Kari Diaz Day phone
Mailing address 2232 Culver PI, Anchorage, AK 99503
Site address 6400 Rabbit Creek Road, Anchorage, AK
Legal description (Sub'd., Block & Lot) Gudveina #1 Lt 1
Legal description (Township, Range & Section)
Lot Size 157,864 Sq. Ft. Number of Bedrooms 6
APPLICATION IS FOR:
(® all that apply)
Initial FE _
Absorption_ Field
Fx I
Septic Tank
0
Holding Tank
❑
Privy
❑
Private Well
R
Water Storage
❑
APPLICATION IS AN:
TYPE OF DWELLING:
Initial FE _
Single Family (SF) Q
(w/wo AD U)
Upgrade ❑
Duplex (D) ❑
Renewal
Multiple Dwellings ❑
(SF and/or D)
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.
(Signature of property owner or authorized agent)
Permit/Rush Fees: _ L 5 Waiver Fees:
Date of Payment: 5 101,2 0a f Date of Payment:
Receipt Number: D 1 to Z Receipt Number:
Permit No. OS I' 3 Waiver No.
GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client FormsTermit Application.doc
May 7, 2020
Municipalities of Anchorage
On -Site Water and Waste Water Section
4700 Elmore Rd
Anchorage, Alaska
Phone 343-7904
Re: New septic and well permit RENEWAL (OPS 191159)
Legal: GUDVEINA #I LT 1
To Whom it may concern:
This is a request for a septic and well RENEWAL permit. Nothing has changed on
the existing permit, the owner just didn't have time to install the system.
The is renewal will not impact any of the neighboring properties.
Sincerer
Michael N. Anderson, P.E.
4661 Natrona
Anch, Ak 99516
Ph 727-8864
MUNICIPALITY OF ANCHORAGE
Development Services Department Phone: 907-343-7904
On-Site Water & Wastewater Section Fax: 907-343-7997
Well Log
Permit Number: #__________ Date of Issue: ________ Parcel Identification Number: __________________
Date Started: _________ Date Completed: _________ Is well located at approved permit location? Yes No
Legal Description:_________________________________________________________________________
Property Owner Name & Address: _______________________________________
_______________________________________
_______________________________________
Borehole Data: Depth (ft)
Soil Type, Thickness & Water Strata From To
Method of Drilling air rotary cable tool
Casing type: _________
Wall Thickness: inches
Diameter: inches Depth: feet
Liner Type: _________
Diameter: inches Depth: feet
Casing stickup above ground: feet
Static water level (from ground level): feet
Pumping level: feet after
hours pumping gpm
Recovery Rate: gpm
Method of Testing: _________
Well Intake Opening Type:
Open End Open Hole
Screened Start feet Stopped feet
Perforations Start feet Stopped feet
Grout Type: _________ Volume: _________
Depth: _________ Start feet Stopped feet
Well Disinfected Upon Completion? Yes No
Method of Disinfection: Comments:
Well Driller: _____________________________
Company: _____________________________
Mailing Address: _____________________________
Water Sample Results:
Arsenic: _________ ug/L
Nitrates: _________ mg/L
Total Coliform Bacteria:_________ colonies/100mL
Attention: The well driller shall provide a well log to the
On-site Water and Wastewater Section within 30 days of
completion.
MUNICIPALITY OF ANCHORAGE
Development Services Department Phone: 907-343-7904
On-Site Water & Wastewater Section Fax: 907-343-7997
Pump Installation Log
Well Drilling Permit Number: _______________ Date of Issue: ____-____-____
Parcel Identification Number: ____-____-____
Legal Description Block Lot Property Owner Name & Address:
Pump Installation Date: _____-_____-_____
Pump Intake Depth Below Top of Well Casing: __________ feet
Pump Manufacturer’s Name: ___________________________
Pump Model: _____________________________________
Pump Size: ____________hp
Pitless Adapter Burial Depth: _________ feet
Pitless Adapter Manufacturer’s Name: _________________________
Pitless Adapter Installer: ____________________________
Well Disinfected Upon Completion? Yes No
Method of Disinfection: _____________________________
Comments:
Pump Installer Name: __________________________________
Company: ___________________________________________
Mailing Address: ______________________________________
City: ___________________ State: __________Zip: _________
Attention: The pump installer shall provide a pump installation log to On-site within 30 days of pump installation.
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 Water & Wastewater System Permit
Permit Number: OSP191159
Work Type: WellSeptic Initial
Tax Code Number: 01716116000
Site Legal Address: GUDVEINA #1 LT 1 G:3138
Site Mailing Address: 6400 RABBIT CREEK RD, Anchorage
Owner: VON MAREES RODRIGO A &
Design Engineer: ANDERSON CONSTRUCTION & ENGINEERING
This permit is for the construction of:
Effective Date
Expiration Date
Lot Size in Sq Ft:
Total Bedrooms:
'1�n
et
`0.-
C
l
Department
4/29/2020
4/29/2021
157864
Q Disposal Field Q Septic Tank ❑ Holding Tank. ❑ Privy 0 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
Special Provisions: Prior to installation of the septic system, letters of non -objection shall be obtained for the
septic pipe routing across the T&E and Utility Easement.
Received By: Date:
Issued By:.('f� Date: 3v a 0'Q0
C
MUNICIPALITY OF ANCHORAGE
sM.. Jb-w
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. 017-161-16
Property owner(s) RODRIGO & KARI DIAZ
Mailing address 1611 GEORGE BELL CIRCLE ANCH AK
Site address
Legal description (Sub'd., Block & Lot) GUDVEINA #1 LT 1
Legal description (Township, Range & Section)
Lot Size 157,864 Sq. Ft. Number of Bedrooms
Day phone
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(® all that apply)
Absorption Field Q Initial 0 Single Famil ) ❑
Septic Tank 0 Upgrade El (w/ ®� s
Holding Tank El Renewal El CP
D (D El6>
ple in
Privy ❑ SF and CD
Private Well FA "
CP ti
Water Storage ❑ �9 �a
Sy£Z�Wd
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.
(Signature of property owner or authorized agent)
Permit/Rush Fees: ZZ Waiver Fees:
Date of Payment: ��< 1 i Date of Payment:
Receipt Number: l b$ $� Receipt Number:
Permit No. 05Ipdq I jG9 Waiver No.
GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc
April 28, 2020
Municipalities of Anchorage
Departments of Health and Human Services
P.O. Box 196650
Anchorage, Alaska 99519-6650
Fax 249-7847
Re: New septic and well permit
Legal: GUDVEINA #1 LT 1
To Whom it may concern:
This is a request for a septic and well permit on the above referenced lot. A total of 2 test holes were
excavated and found the same material top to bottom (SM/ML) with no water during excavation or after the
7 day monitoring period. The perc rate was 10 minutes per inch. A simple deep trench has been designed
with a slower perc rate for longevity. The new system is a simple pressurized 6 bedroom system with 8 feet
of effective depth. Two bedrooms in the shop/garage building and 4 in the future new home. Both houses
will have pressurized tanks connected to the same field. A new 1500 gallon tank has been designed for the
future house but will not be installed at this time. This new system will not impact any of the neighboring
properties. The slope is less than 3-5 percent across the lot, see the site plan.
Sincerely /1w
Michael N. Anderson, P.E.
4661 Natrona
Anch, Ak 99516
Ph 727-8864
DESIGN CRITERIA:
(TH#1)
6 BDRM X 150 = 900 GPD T
SOILS = 900/0.6 = 1500 GPD 1.0
1500 GA/16 = 94'
(1) TRENCH
10.0' DEEP
8.0' EFFECTIVE
2.0' WIDE
94' LONG 16
y
100'CREEK
OF
.OFF -SET
,1301
' ruu4
(TH#2)
10 ORG
16
-2.0
-10.0
SEPTIC FIELD SECTION
ELMORE CREEK,
NO WATER
VACANT
OVER
-FILTER FABRIC
& INSULATION
.25"0 PIPE
SEWER ROCK
PROPERTY LINE
\
1
It4.
I
PROPOSED WELL
100' RADIUS
i
-30' GRE ®`
MAII ®�BEL
ELT_
ENANC
RABBIT EEASEMEN�®
.J
Septic Design Prepared for
Rodrigo A. von Marees
GUDVEINA #1 LT 1
Anchorage, Alaska
Michael ® • . DATE: 4/28/2020
4601 NATRONA AVE DRAWN: DJR
ANCHORAGE, ALASKA 99516
(907) 727-8864 / FAX: (907) 345-1391 SCALE: 1 "=100'
VACANT
SHOULDER OF
SLOPE GREATER
THAN 25%
10' T&E EASEMENT
TH#2�
20' UTILITY
i i,,
\�
EASEMENT,
SURVEYOR TO STAKE
EASEMENT PRIOR TO
TRENCH
INSTALLATION
—
i WELL
i
I o
i
1
1
1
1
PROPOSED FUTURE 4 BEDROOM
HOUSE W/ 1500 GALLON PLASTIC
STEP TANK
PROPOSED
FUTURE 4
BEDROOM HOUSE
NEW 1250
GALL
PLASTIC STEP
TANK
(TH#2)
10 ORG
16
-2.0
-10.0
SEPTIC FIELD SECTION
ELMORE CREEK,
NO WATER
VACANT
OVER
-FILTER FABRIC
& INSULATION
.25"0 PIPE
SEWER ROCK
PROPERTY LINE
\
1
It4.
I
PROPOSED WELL
100' RADIUS
i
-30' GRE ®`
MAII ®�BEL
ELT_
ENANC
RABBIT EEASEMEN�®
.J
Septic Design Prepared for
Rodrigo A. von Marees
GUDVEINA #1 LT 1
Anchorage, Alaska
Michael ® • . DATE: 4/28/2020
4601 NATRONA AVE DRAWN: DJR
ANCHORAGE, ALASKA 99516
(907) 727-8864 / FAX: (907) 345-1391 SCALE: 1 "=100'
VACANT
SHOULDER OF
SLOPE GREATER
THAN 25%
10' T&E EASEMENT
T12N 113W, SECTION 33
LOT 161
SHANDY COURT-
''WELL
/ oho r
I MT ,
MT
\�`.�0 UTILITY EASEMENT, STAKEP OR
---`r-------- —
I
I
IN,
I
I
I
I
I
1
I
ELMORE CREEK
CL
2" INSULATION
TYPICAL ENTIRE
LENGTH X 4' WIDE
i
\ PLASTIC STEP
\ TANK —
SHOULDER OF
SLOPE > 25%
Septic Design Prepared for
Rodrigo A. von Marees
GUDVEINA #1 LT 1
Anchorage, Alaska
ichael N.Andemon, DATE:
4601 NATRONA AVE DRAWN:
ANCHORAGE, ALASKA 99516
(907) 727-8864 / FAX: (907) 345-1391 SCALE:
2 BEDROOM HOUSE
i
i
i
4/28/2020
DJ R
1 "=50'
Municipality of Anchorage
Development Services Department
On -Site Water and Wastewater Section
i 4700 Elmore St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.muni.orci/onsite
(907) 343-7904
Soils Log - Percolation Test
q>
N �/ •'
r `, s fl
P�0OOJ0. oo Ooo000\tO n004`o fl
f�oao ooaao°e00000000000 `
6 , : G= 941 9
A
w 9T, It l.y .� ��
Performed For: ey G_—f Date Performed: 7?/-} w; =w
Legal Description: 14 AL V eo[„ 0, V!;, -,r LOT Township, Range, Section:
Slope
Depth
(Feet)
1-
2-
3-
4-
5- `7'IW / M L., [-&tf
6-
15-
16,
17-
18-
19-
20-
00410"',
WAS GROUND WATER
ENCOUNTERED?
Date
Gross Time
S
IF YES, AT WHAT DEPTH?
L
P
Depth to Water After
Monitoring?
'(J�
tf E
�1- E
Date:
,rn1
\Doi -4
14 /7 7/2 n
Site Plan
arm
Reading
Date
Gross Time
Net Time
Depth to Water
Net Drop
If
it
PERGULATION RATE IV (minutestinch) PERC HOLE DIAMETER Le
1+ ( to TEST RUN BETWEEN _�_FT AND FT
COMMENTS
PERFORMED BY: N"f[\ /� I CERTIFY THAT THIS TEST AS
PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 2 lyl 7 0
Municipality of Anchorage
Development Services Department
On -Site Water and Wastewater Section
4700 Elmore St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.muni.org/onsite
(907) 343-7904
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P_ MICHAEL N. ANDERSON
Vie.•
CE- 9469
Soils Log - Percolation Test '�"�A •, ?� a��3,�
Performed For. t) Ci. il'l C, Date Performed���
Legal Description: C .6 1. Township, Range, Section:
Slope Site Plan
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V
WAS
WAS GROUND WATER
ENCOUNTERED?
S
IF YES, AT WHAT DEPTH? L
Depth to Water After P
P
Monitoring? E
Date:
tri r G. } a Gt.. L_
0
Reading
Date
Gross Time
Net Time
Depth to Water
Net Drop
it
IV
R
f 'r
PERCOLATION RATE (Q (minuteslnch) PERC HOLE DIAMETER (� "
/n TEST RUN BETWEENFT AND �', ��j FT
COMMENTS (( CG �d�ry\4 f 40 1/1(pr
PERFORMED BY: Imo' 4t I CERTIFY THAT THIS TESTAS
PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: Z 7D
!~nchorat o, AlasJ, a ~", '~ '
.qC)ll,N 1,()(; - I't'iI{()I,A'I'I()N 'I'ENT
*'Perfsrmed for F~- '~ ~--* "~ ,~'--- I)ate Perfor'~;r:d]52z/.~5/76
keg,l] Description: ~ot i ~=lo~z,--!~.__~!~Z'_~tJo_y:~_.6~cho~%?3.
This form reporks: Soils
Was ground water mlcountermd?
If yes., at what depth?
Readinq Date ~ _]_ i_~o_~_T_~ me . Net Time ~ Peptn to Water Her Drop
l'crcol d Lion rd Lc ' -'q~,-i]fu~-. .......
Pro,rased.. ins La I 1 al~h-.- - l,bbha~lC Pi [ lira i l~ Fi eld
-;~vc' uf lnlek DcpLh Lo bu;' ' al' '' [rm~ci, .................... . ~o,, pi; or
.0 I;.[,,FS:
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't';Q O,lll (6/7,I) qichar: k '-~'~-~ -6 ~ Pichr:,-.-~ & ..... , y
