HomeMy WebLinkAboutFEJES LT 2A REM
MUNICIPALITY OF ANCHORAGE n,enr S,
On -Site Water & Wastewater Program �o
PO Box 196650 4700 Elmore Road i
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 r�
hftp://www.muni.org/onsite
V.
Department
On -Site Wastewater Disposal System Permit
Permit Number: OSP221448 Effective Date: 9/22/2023
Work Type: Septic Renewal Expiration Date: 9/21/2024
Tax Code Number: 01818124000
Site Legal Address: FEJES LT 2A REM G:3035
Site Mailing Address: 4000 DE ARMOUN RD, Anchorage
Owner: GALLO ABRAHAM Lot Size in Sq Ft: 32469
Design Engineer: ANDERSON CONSTRUCTION & ENGINEERING Total Bedrooms: 3
This permit is for the construction of:
Q Disposal Field Q 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
Special Provisions:
j 1. Submit paperwork to close the 2019 permit with the paperwork for the current permit.
2. The entire subsurface disposal field and/or alternate is not within a 30 foot radius of a percolation test.
The Engineer needs to do an additional percolation test prior to the construction of the septic field. Please
submit stamped and signed results with the As -built Inspection Report. If the results require a design
change, construction of the system will stop pending On -Site review and approval.
Issued By:
Date:
Date: ZZ Z
Development Services Department Phone: 907-343-7904
On -Site Water & Wastewater Section 6 Fax: 907-343-7997
ON-SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 018-181-24
Property owner(s) ABRAHAM GALLO
Mailing address PO BOX 111846, ANCH AK
Site address 4000 DEARMOUN RD
Day phone
Legal description (Sub'd., Block & Lot) FEJES LT 2A REM
Legal description (Township, Range & Section)
Lot Size 32,469 Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field
0
Initial ❑
Single Family (SF)
ED
(w/wo ADU)
Septic Tank
El
Upgrade 0
(D)
El
Holding Tank
❑
Renewal ElDuplex
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.
(Signature of property owner or authorized agent)
Permit/Rush Fees: 4 a32r ve, Waiver Fees:
Date of Payment: l® 12?L2- Date of Payment:
Receipt Number: 0��74 Receipt Number:
Permit No. OSPA 9 l t/W Waiver No.
GADevelopment Services\Bui[ding Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc
July 28, 2021
Municipalities of Anchorage
Departments of Health and Human Services
P.O. Box 196650
Anchorage, Alaska 99519-6650
Fax 249-7847
Re: New septic permit
Legal: FEJES LT 2A REM
To Whom it may concern:
This is a request for a septic permit on the above referenced lot. Originally a tank permit was approved, but
upon installation it was discover that the field was full. A single test hole was excavated and found silty
gravels (GM) for the entire depth with water at 12 feet after the 7 day monitoring period. The perc rate was
12 minutes per inch. The original 1000 gallon tank will remain and a new STEP tank has been added to lift
the effluent away from the water table. The lot slopes to the south at about 3-4 percent. This new system
will not impact any of the surrounding neighbors.
Sincerely
Michael N. Anderson, P.E.
4661 Natrona
Anch, Ak 99516
Ph 727-8864
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP221448, Deb Wockenfuss, 09/22/23
SEPTIC FIELD SECTION
DESIGN CRITERIA:
5.0' EFFECTIVE
3 BDRM X 150 = 450 GPD
SOILS = 450/0.8 = 563 GPD
563 GA/5 * 2 = 57
2.0' WIDE
57' LONG
(1) TRENCH
7.0' DEEP
1.
0
'
2.0'
-7.0
-2.0
MOUND OVER
FILTER FABRIC
SEWER ROCK
3,3(:
GRADE
1"=200'
PROPERTY LINE
PROPOSED
DRAINAGE FIELD
EXISTING HOUSE
-DE ARMOUN ROAD-
SCALE:
DJRDRAWN:
DATE:
FEJES, LOT 2A REM
Anchorage, Alaska
ABRAHAM GALLO
8/1/2023
-F
E
J
E
S
R
O
A
D
-
-F
E
J
E
S
R
O
A
D
-
-E
R
V
I
N
R
O
A
D
-
-E
L
M
O
R
E
R
O
A
D
-
-SHOSHONI AVE-
EXISTING WELL
100' RADIUS
NOTE:
NO WELLS WITHIN 100' OF
PROPOSED SEPTIC AREA.
+2/(#
& INSULATION
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP221448, Deb Wockenfuss, 09/22/23
1"=50'
PROPOSED 500
GALLON STEP TANK,
MAINTAIN 5' FROM
PROPERTY LINE
MT
TH#1
30'
WELL
EXISTING
HOUSE
EXISTING WELL
100' RADIUS
FEJES S/D
LOT 2A REM
SCALE:
DJRDRAWN:
DATE:
FEJES, LOT 2A REM
Anchorage, Alaska
ABRAHAM GALLO
8/1/2023
D
R
I
V
E
W
A
Y
PROPOSED
DRAINAGE
FIELD
WELL
FEJES S/D
LOT 2B
T12N R3W
SEC 33, LOT 1
DE ARMOUN
LOT 1
-DE ARMOUN ROAD-
-F
E
J
E
S
R
O
A
D
-
-E
L
M
O
R
E
R
O
A
D
-
NOTE:
NO WELLS WITHIN 100' OF
PROPOSED SEPTIC AREA.
MT
MT
EXISTING
SYSTEM TO BE
DECOM.
SURVEY
REQUIRED TO
LOCATE CEA
EASEMENT
3-5%
3-5%
3-5%
10' UTILITY
EASEMENT
TH#1
NEW TEST HOLE
REQUIRED PRIOR
TO EXCAVATION
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP221448, Deb Wockenfuss, 09/22/23
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP221448, Deb Wockenfuss, 09/22/23
C)
m
O
CD �t :3
CD �_ n Fn'
CL
cc @ @
0 (A 0.
-0
=7 2
� CD CD
ccr(D
Q_o �
cn
o CD
CD
(a
cr
``�^ - o ®
V+ C)
0
cQ Q
CD CSD :3
(D`s✓CD O
- sU 3
0 m CZ
I
- v
�
0
CD 0 o CD
-N P a
CD
a- C In 3
cn CD
CD
CD oCD CD
ETT: -E3
cy-�,-0 0
--
< 3
CD
�. CD
-�Co 0
0 .� 0 M
o
=7ZrM :n
CD CD U)
CD�-�
CD
'^ CD 0 CD
V+ cn
VJ
0 S .
%CD
�. O
ca 3
oL+
CDCD
V3 0 cn
0 51.1 070
r_ CD 0
3
h @ 0 0
CL g- ,. �
r. -
CD0 Q
M 0 0 0
0 w m
CD to
ee � a-
m f- c o
CL s 0
o
0CD CD M
n
CD .-f- (n a-
Cn- 0 0
��OL
CDN
)
cr0�
o_
0 =r 0
CD '<
o s 2- w
3
% C - CD c
,-
�0
= 0
� v
0
-+1
;a 0 ;u
�` 0 n r
O m
_00 r -F- � G)
° 0- CDz
CD
- Oo
C:
s ■ z
0 C)
W
CD
v
z 90
0
N)
O
O
0
C�
O
O
C�0
O
FEJES ROAD
w
® N11 °00'01""
103.90 (C) 23.55
NORTH 33.00
co
co
C3i
O tD
O
lammoru-
-� p
O
,di
i:�
v
O m�
NORTH 33.00
m
CD
->
®52.vm-gin
N
o tD n n a-
O
-p
co
CD
co �- -s r-� r+ i13
s> ch 00 tD
-�o
m
o
-z :. C) o Q 0
to U)oCD a
CD o Sv 0N o
Q -N �- CD co
D u�g0a0�
�,-�oo���'
rn-n
:3
0
�cn a-,< =Y.;7 70 - s
�2 M
e) 23 03-0
0
D
00 v ,moo =r :3
--h
�- N N 0 W m
O l<3-a3amw
aD
�-i
n CD0 ,.
® x Ln-3.cn CD
CCD
CD -® cn o
CD
_CD = o
0 CDCD'.
o �
�- ' t° �
a .Q
o
r+ (n a (D
C
ca(D
>CD
(o ZY 0 �-
CD0
w
Q`�• cCDD
a
r
cn
�
r
C)
�°
M CD
C -CD CD
C!? o '<
*- 0
C a
Q a.
�cn
tP) 0 �
® CD
ZCL CD
�-0
�
�,
CD
3-1
CD
a.
CD
3�
v
:3
CQCD
-� CD
05,
N CD
D®
a
CA
0
03
C
O
O
z
X
C/)
FD
m
i
O
103.88 (C)
N 11 °00'01 "Oil/
rTl
N)
cD
co
y
GJ
35
35
•
MUHM m\UTYOF
izz
Development Services Department
On-Site Water & Wastewater Section -
Parcel I.D. 018-181-24
1' HCHORAGE
ON-SITE SEPTIC/WELL PERMIT APPLICATION
Phone: 907-343-7904
Fax: 907-343-7997
Property owner(s) ABRAHAM GALLO Day phone
Mailing address PO BOX 111846, ANCH AK
Site address 4000 DEARMOUN RD f
Legal description (Sub'd., Block & Lot) JES LT 2A M
Legal description (Township, Ra e & Section)
Lot Size 32,469 Sq. F Numb r\edrooms 3
APPLICATION IS OR: `FSP CATION IS AN: TYP OF DWELLING:
(N all that apply)
Absorption Field Initial�Sing e Family (SF) El
� (
Septic Tank Upgr /wo ADU) [�
Holding Tank ElF
o C)D lex (D) ❑
d /
`o" //wultiple Dwellings El
Privy U �� (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.
(Signature of property owner or authorized agent)
Permit/Rush Fees: It 59 5
Date of Payment: G 2q ot-0 a 1
Receipt Number: 0 `4L/r7()
Permit No. 0 S 2-11 2 3 5
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
G:\Development Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc
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 System Permit
Permit Number: OSP221090
Work Type: Well Upgrade
Tax Code Number: 01818124000
Site Legal Address: FEJES LT 2A REM G:3035
Site Mailing Address: 4000 DE ARMOUN RD, Anchorage
Owner: GALLO ABRAHAM
Design Engineer: ANCHORAGE WELL & PUMP SERVICE
This permit is for the construction of:
Effective Date
Expiration Date:
irr
V llel>etrttnettt v
Lot Size in Sq Ft:
Total Bedrooms:
4/27/2022
4/27/2023
32469
❑ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well Q 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:
Date:
Issued By: Date:
3
ON-SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 018 181 24 000 1 6
Property owner(s) ABRAHAM GALLO Day phone 907-444-4929
Mailing address PO BOX 111846
Site address 4000 DE ARMOUN ROAD, ANCHORAGE, AK 99516
Legal description (Sub'd., Block & Lot) FEJES, LT 2A REM
Legal description (Township, Range & Section) N/A
Lot Size 32,469 Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR: APPLICATION IS AN:
TYPE OF DWELLING:
(N all that apply)
Absorption Field F Initial FX
Single Family (SF) FX
Septic Tank F Upgrade F
(w/wo ADU)
Holding Tank F Renewal F
Duplex (D) ❑
Privy F
Multiple Dwellings F
(SF and/or D)
Private Well F
Water Storage FX
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 Municipa_LGodes-N
(Signatureofproperty
agent)
Permit/Rush Fees: f D Waiver Fees:
Date of Payment: Date of Payment:
Receipt Number: 00 a I 9c, Receipt Number:
Permit No. C)s as I og D Waiver No.
GADevelopment Services\Building SafetyAOn Site Water and WastewaterTorms\Client FormsTermit Application.doc
I
Technical Information
0
DOWTM HDPE DPDA-3220 NT 7
High Density Polyethylene Resin
Overview Dow DPDA-3220 NT 7 High Density Polyethylene Resin is produced via UNIPOLTm Process Technology from Dow and
is intended for rotational and injection molding is specifically designed for applications requiring excellent processability
and aesthetics combined with low warpage and good mechanical properties. Processing and Stabilization: Dow
DPDA-3220 NT 7 High Density Polyethylene Resin is fully heat and UV stabilized resulting in a wide processing
latitude, good color retention and long life expectancy.
• Rotational molding or injection molding
• For Large Agricultural Tanks, Intermediate Bulk Containers, Potable Water, Chemical Tanks and Industrial
Products
• Excellent impact strength, stress crack resistance and processability
Complies with:
• U.S. FDA 21 CFR 177.1520 (c)3.1 a
• Canadian HPFB No Objection
• European Commission Regulation (EU) No 10/2011
Consult the regulations for complete details.
Additive • Antiblock: No • Slip: No • Processing Aid: No
Physical Nominal Value (English) Nominal Value (SI) Test Method
Density 0.942 g/cm3 0.942 g/cm' ASTM D792
Base Density 0.942 g/cm3 0.942 g/cm3 Dow Method
Melt Index (190°C/2.16 kg) 2.0 g/10 min 2.0 g/10 min ASTM D1238
Environmental Stress -Cracking Resistance
(ESCR) 2
122°F (507C), .100% Igepal, F50 > 743 hr > 743 hr ASTM D1693A
122°F (50°C), 100% Igepal, F50 > 1.000 hr >.1000 hr ASTM D1693B
Mechanical Nominal Value (English) Nominal Value (SI) Test Method
Tensile Strength 2 (Yield) 3100 psi 21.4 MPa ASTM D638
Tensile Elongation 2 ASTM D638
Yield 12 % 12 %
Break 710 % 710 %
Flexural Modulus 2 ASTM D790B
-- 143000 psi 986 MPa
1 % Secant 107000 psi 738 MPa
Impact Nominal Value (English) Nominal Value (SI) Test Method
Impact Strength ARM
-40°F (40°C), 0.250 in (6.35 mm),
Rotational Molded > 200 ftIb > 271 J
Thermal Nominal Value (English) Nominal Value (SI) Test Method
Deflection Temperature Under Load 2 ASTM D648
66 psi (0.45 MPa), Unannealed 132 °F 55.6 °C
264 psi (1.8 MPa), Unannealed 107 °F 41.7 °C
Melting Temperature (DSC) 261 °F 127 °C Dow Method
Notes
These are typical properties only and are not to be construed as specifications. Users should confirm results by their own tests.
1 Base density is estimated using the assumption that every 1000 ppm of antiblock in the finished product raises the density of the
polymer by 0.0006 g/cm3. Base density is the estimated density of the polymer if it did not contain any antiblock.
2 Plaque molded and tested in accordance with ASTM D4976
Form No. 400-00153418en
Page: 1 of 2 ® TM Trademark of The Dow Chemical Company ("Dow") or an affiliated company of Dow. Rev: 2014-08-11
to
u
"""r' MUNICIPALITY OF ANCHORAGE
/ • On-Site Water& Wastewater Program ��� S.;
r
PO Box 196650 4700 Elmore Road
Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 ,� f
http://www.muni.org/onsite
1 cpar tmt^ttt
4 NC;NOR `G�
On-Site Wastewater Disposal System Permit
Permit Number: OSP191444 Effective Date: 10/4/2019
Work Type: SepticTank Upgrade Expiration Date: 10/3/2020
Tax Code Number: 01818124000
Site Legal Address: FEJES LT 2A REM G:3035
Site Mailing Address: 4000 DE ARMOUN RD, Anchorage
Owner: GALLO ABRAHAM Lot Size in Sq Ft: 32469
Design Engineer: ANDERSON CONSTRUCTION & ENGINEERING Total Bedrooms: 3
This permit is for the construction of:
❑ Disposal Field 0 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: Date:
Issued By: /ry li(> Date: /a/V?
EPMJS
MUNICIPALITY OF ANCHORAGE
(C'r
i
Development Services Department '
Phone: 907-343-7904 Fax: 907-343-7997
On-Site Water & Wastewater Section
ON-SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 018-181-24
Property owner(s) ABRAHAM GALLO Day phone
Mailing address PO BOX 111846, ANCHORAGE, AK 99511
Site address 4000 DE ARMOUN ROAD, ANCHORAGE, AK 99516
Legal description (Sub'd., Block & Lot) FEJES LOT 2A REM
Legal description (Township, Range & Section)
Lot Size 32,469 Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(®all that apply) Single Family (SF) p1
Absorption Field ❑ Initial — (w/wo ADU)
Septic Tank H Upgrade 0 Duplex (D) ❑
Holding Tank ❑ Renewal ❑ Multiple Dwellings I
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.
(Signature of property owner or authorized agent)
Permit/Rush Fees: epa5' Waiver Fees:
Date of Payment: io/ Jl 9 Date of Payment:
Receipt Number: 'O53D Receipt Number:
Permit No. 0.9P/4/cagy Waiver No.
G'\Development Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc
Michael N. Anderson, P.E.
Civil/Structural Engineering and Construction
4661 Natrona Ave. Anchorage, Alaska 99516
Phone 345 -3377 / Fax 345 -1391
Support Services
Brent M. Western
907-440-4601
October 1, 2019
On-Site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
RE: SEPTIC TANK UPGRADE PERMIT
LEGAL: FEJES LOT 2A REM
The owner has requested we proceed forward to obtain a septic permit to upgrade the
aged septic tank on the subject lot. The proposed upgrade will serve the existing 3-
bedroom house.
The lot and area are served by private water. The proposed design will not impact any of
the neighboring properties due to the lot layout. Please contact Brent M. Western or me if
you have any questions.
Sincerely,
Michael N. Anderson, P.E.
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP191444, Deb Wockenfuss, 10/04/19
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP191444, Deb Wockenfuss, 10/04/19
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
i ENVIRONMENTAL ENGINEERING DIVISIOI~Iv~UNICIPALiTY OF ANCHOEAi3E
825 L Street- Anchorage, Alaska 99501 Telephone 264-471~PT' OF HEALTH &
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INS~~~TION
NO. OF BEDROOMS
LOCATI~
DISTANCE TO: [ Wel2~~' Absorpti~are~ Dwelling ~ ~ PERMI~
~ ' Mat~f~/ No. of compares
~ Z Manufacturer ~2~
~ Inside length Width Liquid depth
Liq. capac~A~ gallons
~ ~ DISTANCE TO: Well Dwelling PERMIT NO.
~ Manufacture} Material Liquid capacity in gallons
Q Well Fou n~ti~ Nea~e
~ DISTANCE TO: //F ~
~., "o. of lines Le.g~h line . ~_ inches
Total ~g~f lines Tre~Zwld h Dist~ce between lines
~ / Material ~neath tile ~ 1--0 inches
~ ~ ~ Top of tile to finish grade Total eff~iv~ a~rptioQ arep
Length Width Depth PERMIT NO.
~ ~ Type of crib Crib diameter Crib depth Total effective absorption area
m Well Building foundation Nearest lot line
m DISTANCE TO:
~ Class Dept~ ~ I / ) Dritler Distance to lot line PERMITNO.
m ~ild~g foundation ~Sewer line Septic tank Absorption area(s)
~ DISTANCE TO:
OTHER
so~ T.SV .AT~NG ~
REMARKS
APPROV E~._~ '~~Z~T ~:, ~ LEGAL
72-013 (Rev. 3/78)
HUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L STREET, ANCHORAGE, AK 99501
264-4?20
PERMIT NO:
[:,RTE ISSUED:
APPLICANT:
· CC
ADDRE .... :
CONTACT PHONE:
Ot-~--$ I TE
848358
05¢
JOHN FEJES
SAR BOX 287
RNCHYORRGE, RK
~45-12i6
SEWER PEF~:f~ I T
99507
LEGAL DESCRIF':
LOT SIZE:
LOT LOCATION:
MAX BEDROOMS:
SUBDIVISION: NA
SECTION: ~5 TOWNSHIP:
2.5A (SQ. FT. OR ACRES)
DEARMOUN RD
LOT: Nl?2 - 2
RANGE: 5W
BLOCK: NA
LISTED BELOW ARE THE OPTIONS AVAILABLE TO YOU IN DESIGNING YOUR SEPTIC
SYSTEM. CHOOSE THE OPTION THAT BEST FITS YOUR SITE.
DEPTH TO PIPE BOTTOM (FT.)
GRAVEL DEPTH (FT.)
TOTAL DEPTH (FT.)
GRAVEL WIDTH (FT.)
GRAVEL LENGTH <FT.)
GRAVEL VOLUME (CU. YDS. )
TANK SIZE (GALS>
SOIL RATING (SQ. FT.?BR>
TRENCH BE[-" W. DRAIN
4.0 ' 4.8 4.0
8.0 0.5 _~.5
12.0 4.5 7.5
2.5 24.0 5.0
54. 0 47. 0 95?... 0 **
42. 5 41. 7 68. 8
i, eom. 0 ** l, eec. e ** l, eec. e **
287 250 287
** GRAVEL LENGTH > 75 FT. REQUIRES MULTIPLE RUNS (NOT EXCEEDING 75 FT. EACH>
** TANK MUST HAVE RT LEAST TWO COMPARTMENTS
I CERTIFY THAT:
i. I AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET
FORTH BY THE MUNICIPALITY OF ANCHORAGE (MOA> AND THE STATE OF ALASKA.
2. I. WILL INSTALL THE SYSTEM IN ACCORDANCE WITH ALL MOA CODES AND REGULATIONS,
8ND IN COMPLIANCE WITH,THE DESIGN CRITERIA OF THIS PERMIT·
5. I WILL ADHERE TO ALL MOA AND STATE OF ALASKA REQUIREMENTS FOR THE SET BACK
DISTANCES FROM ANY EXISTING WELL, WASTEWATER DISPOSAL SYSTEM OR PUBLIC
SEWERAGE SYSTEM ON THIS OR ANY ADJACENT OR NEARBY LOT.
4. I UNDERSTAND THAT THIS PERMIT IS VALID FOR A MAXIMUM OF ~ BEDROOMS AND
ANY ENLARGEMENT WILL REQUIRE AN ADDITIONAL PERMIT.
IF A LIFT STATION IS INSTALLED IN AN AREA COVERED BY DiOR BUILDING C:ODES.,
THEN (l) AN ELECTRICAL PERMIT 8ND INSPECTION MUST BE OBTAINED.; (2) AS-BUILTS
..~.) THE
WILL NOT BE APPROVED WITHOUT AN ELECTRICAL INSPECTION REPORTJ AND ~'
ELECTRICAL WORK MUST BE DONE 8Y A LICENSED ELECTRICIAN.
SIGNED DATE:
APPLICANT:
ISSUED E:Y ~ ~ DATE:
[~'"SOILS LOG
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L, Street,. Anchorage, AJaska 991501 2644720
SOILS LOG-- PERCOLATION TEST
PERCOLATION
*EREORMEO FOR: ~0 iq ~,}
LEGAL DESCRIPTION: PY"~ i;~
O~ O
13
14-
15-
16
17
19
2O
DATE PERFORMED: i"~-- I ~- ~ ~
.,i,
COMMENTS
PERFORMED BY:
SLOPE
WAS GROUND WATER
ENOOU.,ERED?
IF YES, AT WHAT
DEPTH?
SITE PLAN
Gross Net Depth to Net
Reading Date Time Time Water Drop
l~~ i h -- ~ ~1
th 50m & "- I"
3h 30m
PERCOLATION RATE ~ O (minutes/inch)
72-008 (6/79)
I
I hbreby certify
90,00
Lo~ ?-A
that a survey of.~,~t__
__ Subdivision was made on DEC ~ 3 and
that the improvements situated thereon are within the property lines
and do not overlap or encroach on the property lying adjacent thereto,
that no improvements on property lying adjacent thereto encroach on
the premises in question and that there are no roadways, transmission
lines or other visible easements on said property except as indicated
hereon.
Dated at Anchorage, Alaska, this (~._f'~____ day of
19 ~' '.5-
CONSTRUCTING ENGINEERS, INC.
SRA Box 60, Anchorage, Alaska 99507