HomeMy WebLinkAboutALLEN LT 3Allen
Lot 3
#015-271-56
Municipality of Anchorage
On -Site Water and Wastewater Section - (907) 343-7904 Page 1 of 1
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP 201157 PID Number: 015 271 56
Dwelling: X Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ❑t Upgrade
Name
YANG
ABSORPTION FIELD
❑ Deep Trench ❑ Wide Trench ❑ Bed ❑ Mound
Site Address
11100 CAN G E
❑ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
5
- GPD/SF
- Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
- Ft.
Gravel depth beneath pipe
- Ft.
Subdivision Block Lot
ALLEN LOT 3
Fill added above original grade
_ Ft.
Gravel length
- Ft.
Township Range Section
Gravel width
- Ft.
Beds: Number of Lines
-
Distance between lines
- Ft.
SEPARATION DISTANCES
To
Septic
Absorption
Lift Station
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Tank
Line
- Ft2
1
- Ft.
Well
+100
-
_
-
+25
TANK X Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer
GREER
Capacity
1500 Gal.
Surface Water
+100
-
-
-
Material
POLYETHYLENE
Number of compartments
2
Lot Line
+10
-
-
-
NA
Foundation
+10
-
_
_
LIFT STATION
Manufacturer
Capacity
Gal.
Remarks old tank demolished per code
TANK REPLACEMENT ONLY
Alarm location
Electrical installed by
PIPE MATERIAL House to tank existin Tank tg drainfielo 3034
d
Installer
ISABELLE CONSTRUCTION
Drainfield existing Co/MT3034
Inspector CHARLES BALZARINI
BENCH MARK (Assumed elevation) 100 ft
Inspection��t 6/26/20
Location and description
nd
dates:2
FOUNDATION NEAR FCO
3rd 4"'
ON-SITE WATER AND WASTEWATER SECTION APPROVAL
Engineer's Stamp
\
of A�g
Conditional Approval: Date
AWstll
r,`Q., • ,�
orC
s*: 49TM
CHARLES
�¢
Septic System
G BALZARINI
Approved Date 2�
�F%, CE 13854
TF
Note: this approvales not include well permit requirements.PROFESSkQO
(Kev Ub/U2/16) 6/30/20
CHARLES G BALZARINI
CE-13854
R
E
G
ISTEREDPROFE S S I O N A LENGINEER06/29/20
Lot 3
Allen Subdivision
49,539 Sq. Ft. +/-
11100 Cange Street
3 Story Wood Frame House
w/Attached 2 Car Garage ;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;E
E
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T
S SS SS SG
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E
N89° 56' 40"W 300.07
S89° 56' 40"E 300.04S00° 08' 45"E 165.10N00° 08' 00"W 165.1070.636.3
70.636.3
10.4
14.37.88.
0
8.3
16.2
48.751.3 11.930.1
177.916.3118.0
43.6 0.645.5LOT 2
LOT 4
10
0
'
W
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L
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R
A
D
I
U
S
P
A
V
E
D
D
R
I
V
E
W
A
Y
STONE
RETAINING
WALL
4x4 SMOKER
GRAVEL (TYP.)
FIREPIT
WOOD SHED
SHED
℄ CANGE STREET30.0 R.O.W.
PROFESSIONAL SEAL
Date:Frontier Surveys, LLC Project No:
650 W. 58th Ave. Suite E Anchorage, Alaska 99518
As-Built Survey of:
www.frontiersurveys.com
Frontier Surveys, LLC
I, Pierre Stragier, hereby certify that this Mortgage Inspection Survey was performed by me, or
under my direct supervision on
Plat:Grid:Ordered By:
907.460.1686 - info@frontiersurveys.com
This survey complies with the ASPLS Mortgage Location Standards. The survey represents visible improvements and
conditions at the time of the survey. This document does not constitute a boundary survey and is subject to any
inaccuracies that a subsequent boundary survey may reveal. It is the responsibility of the Owner to determine the
existence of any easements, covenants, or restriction which do no appear on the record plat. Under no circumstances
should this document be used for construction or for establishing a boundary or fence line.
June 29th, 2020.
Legend:
Scale 1" = 50'
Lot 3, Allen Subdivision
Charles Balzarini
20-252 6/29/2020
77-250 2634
Gas Meter
Electric Meter
Deck
Septic
Fence
S
G
E
E
T
Elec. Pedestal/ Outlet
Tel. Pedestal
;
Water Well
General Notes:
1. This document is created for the purpose of a single property transaction and is subject to Federal Copyright Laws.
2. Excepting for gross negligence, the liability for this survey shall not exceed the cost of preparing this survey.
3. All measurements/setbacks are to the visual/apparent building footprint.
4. All dimensions to property lines are plus/minus 0.1ft.STA T E O F ALA
S
K
A49 TH
ROYEVRUSDNALLANOISSEFORP
DERE
T
S
IGER Pierre M. Stragier
NO. LS-9812
06/30/2020
W
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: OSP201157
Work Type: SepticTank Upgrade
Tax Code Number: 01527156000
Site Legal Address: ALLEN LT 3 G:2634
Site Mailing Address: 11100 CANGE ST, Anchorage
Owner: YOUNG STEVEN K & YIAN S
Design Engineer: C & M Engineering
This permit is for the construction of:
Effective Date:
Expiration Date
Lot Size in Sq Ft:
Total Bedrooms:
i��cnt
lleI)artrnent
6/10/2020
6/10/2021
49538
❑ 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
Received By: Date: _
Issued B /
y. � �C ( Date: �G �a.-20
5
MUNICIPALITY OF ANCHORAGE
Development Services Department AW Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
ON-SITE SEPTICM/ELL PERMIT APPLICATION
Parcel I.D. 015 271 56
Property owner(s) Young
Mailing address
Site address 11100 Cange
Legal description (Sub'd., Block & Lot) Allen Lot 3
Legal description (Township, Range & Section) _
Lot Size 49,538 Sq. Ft. Number of Bedrooms 5
Day phone
APPLICATION IS FOR:
(® all that apply)
Absorption Field
❑
Septic Tank
❑
Holding Tank
❑
Privy
❑
Private Well
❑
Water Storage
❑
APPLICATION IS AN: TYPE OF DWELLING:
Initial ❑ Single Family (SF) ❑
(w/wo ADU)
Upgrade ❑ Duplex (D)
FJ
❑ Multiple Dwellings ❑
(SF and/or D)
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.
C&M ENGINEERING
(Signature of property owner or authorized agent)
Permit/Rush Fees: 0202 `J /& ?> -�'C
Date of Payment:
Receipt Number:
Permit No.
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc
COVID-19
257o' DISCOUNT APPLIED
C&M ENGINEERING SERVICES
Ph: 907-854-5558
Municipality of Anchorage
Onsite Water & Wastewater Program
4700 Elmore Rd Anchorage, Ak 99507
6/5/2020
RE: Proposed Septic System Modification for Allen Lot 3
Dear Reviewer,
The above referenced property is currently served by a 5 bedroom septic system installed in 1980s. The
1500 gallon tank has failed and is in need of immediate replacement.
We are proposing that the existing tank be replaced with a new 1500 gallon HDPE tank constructed and
installed in accordance with MOA requirements. A polyethylene tank is recommended.
As shown on the plan, the tank will be greater than 10’ from the house foundation.
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.
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, leach field, 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
6/5/20
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP201157, Rebecca Carroll, 06/10/20
LF* CLEANOUT
\
\
• MONITOR TUBE
Z TEST HOLE
0.5%\ SLOPE INDICATOR
\
APPROX. 100' WELL RADIUS
\
ALLEN LOT 2
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a
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0
DRIVEWAY
��SP201157, Re • �r�dll�9
* ; 49 TH •• >k
CHARLES G BALZARINI
+�'c��,•. CE -13854 .•��`��
>>�_ pROFESSI�NP -�
\ 100' WELL RADIUS
NEW DOUBLE CONNECT TO EXIST.
CLEANOUTS TRENCH. CHECK LINE
FOR BLOCKAGES
/ DEMOLISH EXIST,
TANK
PER MOA REQUIREMENTS
/ NEW 1500 GAL
HDPE SEPTIC TANK
W/INSULATED RISER
AT FIRST COMPARTMENT
INSTALL PER MANUFACTURER'S
\ AND MOA REQUIREMENTS
ALLEN LOT 3
- � APPROX. 100' WELL RADIUS
/ \ALLEN LOT 4
1
I
0 20 40 " =
LEGAL DESCRIPTION: ALLEN LOT 3
C&M ENGINEERING SERVICES OWNER: YOUNG DATE:6
907-854-5558
w
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SEPARATION DISTANCE NOTES:
THE PROPOSED SEPTIC IS GREATER THAN:
100' FROM ANY PRIVATE WELLS
200' FROM ANY PUBLIC WELLS
100' FROM ANY SURFACE WATER
10' TO ANY PROPERTY LINE OR FOUNDATION
SITE PLAN
MUNICIPALITY OF ANCHORAGE
0TDEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street - Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
NAME
PHONE
�] NEW
or L L
..L. VAA1 1/� c.1 c .(Al J y 1 AAi K Tf1 n t
❑ UPGRADE
MAILING ADDRESS z
LEGAL DESCRIPTION
3 t civ .s v S [ r ,2. /` ? h� -A .3 VV
LOCATION
NO. OF BEDROOMS
Well
Absorption area
Dwelling
PERMITNQ..NQ
VY
DISTANCE TO:
j (�L�'
�� %
jf o 4-
S� QQ %
H ZManufacturer
W
/ �= 7,4111 -
Materi I
7 C E
No. of compartments
�
,4//(- ,d
4t
Liq.capacity in gallons
/s ,r
IF HOMEMADE:
Inside length
Width
Liquid depth
DISTANCE TO:
Well
Dwelling
PERMIT NO.
J Z
_ F
Manufacturer
Material
Liquid capacity in gallons
O
w =
DISTANCE TO:Z
Well
Foundation
�, '_
Nearest lot line
Q
PERMIT NO.
�!�
J LL Z
No. of lines
Length of each line
Total len th of lines
Trench width
Distance between lines
H Z w
/
J, Z_
inches
Top of tile to finish grade
Material beneath tile
Total effective absorption area _
p
j/
�- �t`�' /G R, X inches
Length
Width
Depth
PERMIT NO.
w
t7
4 H
Type of crib
Crib diameter
Crib depth
Total effective absorption area
wa
y
DISTANCE TO:
Well
Building foundation
Nearest lot line
Class
Depth
Driller
Distance to lot line
PERMIT NO.
J
LU
DISTANCE TO:
Building foundation
Sewer line
Septic tankAbsorption
area(s)
OTHER
t
6
PIPE MATERIALS
SOI L TEST RATING
4 6-A., f -M .
S
INSTALLER
ftiAA/,/< YN
OS ��
C
REMARKS
SLFG- A�"T/!ri/ /j .fry/L TL" % .45-T/tCA<if
p A x
_ _..
r
R
•. •NNN•N•••N NNN1•••.••
HO
GE
... • .«.+..•a+esM.• ai/ DEPT. OF HEAT
N+ 6bJ
&
ENVIRONMENTAL
O-ECTI
�1 ''•••......•see
. MAY 121
APPROVED
72-013 (Rev. 3/78)
yZ
Y
Date
Static 'Water Level 161 feet Oallora Per Minute ter.
Draw Doha feet Total Feet of Casi g u¢
�- �.Fial D:-111edi
p (rr• to Deenend well
i(7 to 174 pvsvel .066
174 to IR7 el e
182 to F
246 to
perforated caging at 167 slid 181
water�o-jrky while test puroyint
Hefty Drilling
S.°.A. Box 155'3 H
A :ohorsgc,nlaakS
99501
Re; Andy Zywot
WELL CERTIFICATION
Location of well: Lot 3 Allen Subdivision
Well Size: 6 inch
Well Depth: 168 feet
Static Water Level From Surface: 1:48 feet
Iroduction of Well on 5-16-82: 4gpm 4 feet off bottom,1 hr
This Well should be of sufficient quanity for single family
usage as production is at a rate far above minimum Municipal
requirements.
Well will have to be tested by Municipal or a recognized
firm for impurities before. -:using.
Alpine Drilling & Ent.
1;.0. Box 4-895
Anchorage, AK. 99509
AA91 08
MUNICIPALITY OF�AN CHORAGE
DEPT. OF N"
EN�IROtiM`NTAL PROTECTION
RECEIVED
�U 1-4 1 e::: I F --*=i L_ I -T *-e Ce F=- F=l ��H __�' F --"F--1 f___l FE
DEPARTMENT [ HEALTH AND ENVIRONMENTAL JTECTION
' 825 'L' STREET, ANCHORAGE, HK. 99501
264-4720
PERMIT NO. ( 830127 )
APPLICANT -T�^l 144 W 15TH 99501 277-9115
CA -
LOCATION
LEGAL L] ALLEN LOT SIZE 999999 SQUARE FEET,
TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH
MAXIMUM NUMBER OF BEDROOMS = 4 SOIL RATING (SQ FT/BR)= 165
THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS:
E> E: 1� -7- "= ::L --=" L_ E: N Cl -T- "= -* --- C -i Fc" V F= L_ �E: F::"-T��= �
THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRHINFIELD.
THE DEPTH OF H TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE
GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET).
THERE IS NO SET WIDTH FOR TRENCHES.
THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE
AND THE BOTTOM OF THE EXCAVATION (IN FEET).
F;; -'E—= CA U I FZ E= Cx ����I V__; �" U=Z ; I =- 1—== ���&Z-1 1:3 n L_ L_ Cl ":E3
PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE
INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE
NUMBER OF RESIDENCES THAT THE WELL WILL SERVE.
___ -rL4Cs < �2 ----a l r -J—'=; F:" F= I=- -r 11 13 fl-J!S7. F=l F;?- F= �FEE �U I F:;?- F= U_- _
BHCKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS
DEPARTMENT WILL BE SUBJECT TO PROSECUTION.
MINIMUM DISTANCE BETWEEN H WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS
100 FEET FOR H PRIVATE WELL OR 150 TO 200 FEET FROM H PUBLIC WELL DEPENDING
UPON THE TYPE OF PUBLIC WELL
MINIMUM DISTANCE FROM H PRIVATE WELL TO H PRIVATE SEWER LINE IS 25 FEET AND
TO H COMMUNITY SEWER LINE IS '75 FEET.
OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE
AVAILABLE TO INSURE PROPER INSTALLATION.
F='E—= F;;.M I -r �X F=' I F;;.E—=:E; C -m E—= r-- E= M E: F="F;;?- 2z:JL^ ��4 —Z.l ___
I CERTIFY THAT
1: I HM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS HND WELLS AS SET
FORTH BY THE MUNICIPALITY OF ANCHORAGE.
2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES.
]: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE
RESIDENCE I REMODELED TO INCLUDE MORE THAN 4 BEDROOMS.
SIGNED ------------------
_
APPLICANT -L�(�r\ ��t�/�/�����~
_.-_ - �..-� /
ISSUED BY DHTE �Y/� /� ~� Y4 0
___^^__��______=_==_ _ ____�___�
� //
1.1 U" I ®-: I �=1 t- I IF '-e CA F- n t- CI t-• - ' F' F=1,:3 E
DEPARTMENT Or HEALTH AND ENVIRONMENTAL r VOTE= T I r std
825 `'L" STREET. ANCHORAGE, AK. 99501
264-4720
CAr-.1 -_'=• I IF FE "-TEL-3EF-' lam'F=F-'r•i I IF
PERMIT NO. 830127 DATE OF ISSUE x:15
C7 CA F• N
WARNING - DUE TO CHANGING REQUIREMENTS THIS PRINTOUT MAY NOT BE AN EXACT
COPY OF THE Off° I G I OVAL PERMIT +'
APPLICANT GAIL I Z WOT 144 W 15TH 99501 277-9115
LOCATION
N
LEGAL L_ ALLEN LOT SIZE 999999 SQUARE FEET
TYPE OF SOIL ABSORBT I C N SYSTEM I _ : TRENCH
MAXIMUM NUMBER OF BEDROOMS = 4 SOIL RATING Q FT/BR) = 165
THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM I _ :
E>EF•TVi= AL21L..-.EEt4i3IFVA== ot'20 C3F'1=141EL_ E>EF•IFV4_
THE LENGTH DIMENSION I THE LENGTH (IN FEET OF THE TRENCH OR DRA I NF I ELD.
THE DEPTH OF A TRENCH Cid' PIT IS THE DISTANCE BETWEEN THE SURFAC=E OF THE
C;F'OCIND AND THE BOTTOM OF THE EXCAVATION I N FEET).
THERE IS NO SET WIDTH FOR TRENCHES.
THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE
AND THE BOTTOM OF THE EXCAVATION N IN FEET:.
F;:?- FE w-! 1_1 I F' E-=: CA =• != F=' -r I ;-: IF""k-_ = I -2"!5 a=1 1a n L.._ L_ CA=-
- — - F L.4 CA :a I r-4F'F= 1: T I w-1 r-4 ' 1-1 F' F= F' E 1-! 1_1 I F-' E C■ — — BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION HC' D APPROVAL BY THIS
DEPARTMENT WILL BE 'f IB.TEC T TO PROSECUTION.
MINIMUM DI+TAN E BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS
100 FEET FOR A PRIVATE WELL; OR
150 TO i 200 FEET FOR A PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC: WELL.
MINIMUM DI_TAN E FROM A PRIVATE WELL TO A PRIVATE SEWER LINE IS 25 FEET AND
Ti 1 A COMMUNITY _,EWER LINE IS 75 FEET.
OTHER REQUIREMENT` MA`•r' APPLY - SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE
AVAILABLE TO i IN=URE PROPER INSTALLATION
F• E F: t•1 I T F=' F• I F' E •-• C -a E o-: F= Irl F= E= F' =: AL - AL _2 = _-
I CERTIFY THAT
1: I AN FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE _EWERS AND WELLS AS -ET
FORTH BY THE MUNICIPALITY C rF ANCHORAGE.
RAGE.
2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES.
: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THS
RESIDENCE IS REMODELED TO INCLUDE MORE THAN 4 BEDROOMS.
SIGNED: ----•------------------------------------
APPL1CANT GAIL I ZYWC iT
ISSUED B4'------------------------------ DATE_=
I NSPE+_ T I ON HISTORY -_ EWER 1 0 SEWER 2 0
WELL I NSP 0 WELL LOG GATE 0 DRILLER
C)ob"j ovvyU4
SOILS LOG
' MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 1:1PERCOLATION
TEST
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG — PERCOLATION TEST
PERFORMED FOR: V' Al r3 4� 4- f /1! j Ir % DATE PERFORMED: T 'Z 6 9-34
LEGAL DESCRIPTION: z L -..v S U►3 iG 71 _8 V�
DEPTH SLOPE SITE PLAN
(F EET)
III n �� 1( S
1 ,
2
3 •� v
4
5
6 a ��
7 .y
8 �`•�
9-
10
11
12
13-
14-
S,/
h
15 `
/ S'/9 6e%
Deo)
WAS GROUND WATER
CvAAre 5.4 (� ENCOUNTERED?
0
P
IF YES, AT WHAT E
DEPTH?
m Y." ,
18
O
R • • i0i!.s.•1#��. •#1.1#••••••••• •
" M •r •�...•.i•.H : 4'C'�
19 1�� c ~ �r Gory J. Mellott
••• CE 5444 •; V
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
20
OFESS�aa�� PERCOLATION RATE (minutes/inch)
TEST RUN BETWEEN FT AND FT
COMMENTS C k -C,4 V 1 Te 0 %3' `% QI C C t_- /1 6AXI
PERFORMED BY: 6A1%,>„ 7- 1 � �'``/ CERTIFIED BY: � � �� DATE:
72-008 (6/79)
.i i ";i. ^! I ` All ii0NIMIFN I k1, i" X07 _i'1 iON
:Permit #: 821116
January 31, 1983
TO: Permit Applicant
Subject: Lot 3 Allen Subdivision
A permit issued by this department for an individual well
and/or on-site sewer system has expired as of December 31,
1982.
Permits are issued on a calendar year basis, as stated on
the permit, by authority of Municipal Ordinance.
If you have drilled the well, a well log needs to be sent
to this department for documentation of the installation
date and to close the permit.
If a private engineer inspected the installation of the
on-site sewer system, please have them send us the as-builts
for our files and documentation.
If there are any further questions, please call this office
at 264-4720.
Sincerely
�P'
/j'
Robert C. Pratt, R.S.
Acting Program Manager
Sewer and Water Program
RCP/ljw
enc: Copy of Permit
SWP/057
PC)UCI i 6-650
AN!' 0 R A G EL,A. r�
.i i ";i. ^! I ` All ii0NIMIFN I k1, i" X07 _i'1 iON
:Permit #: 821116
January 31, 1983
TO: Permit Applicant
Subject: Lot 3 Allen Subdivision
A permit issued by this department for an individual well
and/or on-site sewer system has expired as of December 31,
1982.
Permits are issued on a calendar year basis, as stated on
the permit, by authority of Municipal Ordinance.
If you have drilled the well, a well log needs to be sent
to this department for documentation of the installation
date and to close the permit.
If a private engineer inspected the installation of the
on-site sewer system, please have them send us the as-builts
for our files and documentation.
If there are any further questions, please call this office
at 264-4720.
Sincerely
�P'
/j'
Robert C. Pratt, R.S.
Acting Program Manager
Sewer and Water Program
RCP/ljw
enc: Copy of Permit
SWP/057
_ M U N I f_-_ I F�c n L_ I "lF V IZI F= n " I::-- U4`14:Rn 0 E:
DEPARTMENT , HEALTH AND ENVIRONMENTAL OTECTION
825 'L' STREET, ANCHORAGE, HK. 99501
264-4720
L4 1-= I L_ r-4 C)- ID r-J_SE-- 11 -r I-= L4 r=- F;R_' ��FR_ r-1 3:'T,
PERMIT NO. ( 821116 )
APPLICANT GAIL I ZYWOT PO BOX 264 CHUGIHK 99567 688-2914
LOCATION
LEGAL L3 ALLEN LOT SIZE 999999 SQUARE FEET
TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH
MAXIMUM NUMBER OF BEDROOMS = 4 SOIL RATING (SQ FT/BR)= 165
THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS:
���-F "= �f:'* ��"13-r"= -* 2! C-3 F;;?- F:4 V 1-=: L_ E> 1-= F:" -r "= :-='.
THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRHINFIELD
THE DEPTH OF H TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE
GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET).
THERE IS NO SET WIDTH FOR TRENCHES.
THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE
AND THE BOTTOM OF THE EXCAVATION (IN FEET).
���U I F;;?-, a L-'-* :F. F= F=* -r I r-- -r " " K �I = F="= �L 22!5 10 �n L_ I C, "�
PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE
INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE
NUMBER OF RESIDENCES THAT THE WELL WILL SERVE.
___ -rWL-3 <;2 > I " S>- F=> E: Z� -r I ID "!R; F4 FR E-= IR FE 0! U I I:R FEE L-,-.
BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS
DEPARTMENT WILL BE SUBJECT TO PROSECUTION.
MINIMUM DISTANCE BETWEEN H WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS
100 FEET FOR H PRIVATE WELL OR 150 TO 200 FEET FROM H PUBLIC WELL DEPENDING
UPON THE TYPE OF PUBLIC WELL
MINIMUM DISTANCE FROM H PRIVATE WELL TO H PRIVATE SEWER LINE IS 25 FEET AND
TO H COMMUNITY SEWER LINE IS 75 FEET.
WELL LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN 30 DRYS
OF THE WELL COMPLETION.
OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE
AVAILABLE TO INSURE PROPER INSTALLATION.
�FEE �M I -T- E: X F=" I FZ E:!S ���FEE M E� E: FR_ 3:::L _. :lL�����
I CERTIFY THAT
1: I HM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET
FORTH BY THE MUNICIPALITY OF ANCHORAGE.
2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES.
3: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE
RESIDENCEIS D TO INCLUDE MORE THAN 4 BEDROOMS.
SIGNED�_ ° ----------------
APPLICANT GH����ZYWOT
Mike Doyle
SRA Box 1751A
Anchorage, AK 99507
Permit # 810730
Subject: L3 Allen S/D
A permit issued by this department for a well and/or sewer
system has expired as of December 31, 1981.
Permits are issued on a calendar year basis, as stated on
the permit, by authority of Municipal Ordinance.
If you have drilled the well, a well log should be sent to
this department to document the installation date.
If an engineer inspected the installation of the on-site
sewer system, please have them send us the as-builts for our
files.
If. there are any further questions, please call this office
at 264-4720.
Sincerely,
4�;4
Les N. Buchholz R. .
Program Manager
Sewer and Water Program
Enclosure: Copy of Permit
~ ���I C- I P --Fl L_ I _T_ 'w" (�) F07 foi r4 C2 f4M FQ FA C3 E='
DEPARTMENT L HEALTH AND ENVIRONMENTAL OTECTION
~ 825 'L' STREET, ANCHORAGE, HK. 99501
' 264-4720
U4 E= L_ L_ ���4 r-. T E_- 1.4 E_=
PERMIT NO. ( 810730 )
APPLICANT MIKE DOvhw SRH BOX 1751H 149-7207
LOCATION CHHNG RD.
LEGAL L3 ALLEN 5/D LOT SIZE 61050 SQUARE FEET
TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH
MAXIMUM NUMBER OF BEDROOMS = 4 SOIL RATING (SQ FT/BR)= 165
THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS:
�FE rA 13 -IF "=
THE LENGTH DIMENSION IS THE LE E�TH�*Im FkET--OF THE TRENCH OR DRHINFIELD.
THE DEPTH OF H TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE
GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET).
THERE IS NO SET WIDTH FOR TRENCHES.
THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE
AND THE BOTTOM OF THE EXCAVATION (IN FEET).
Fe- ���I F�_* E= Us �I-= F`F I i::- �" N 1-:c- �I = E== :JL;R!ff, C-21 �" L_ L_ Cl " —'-.
PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE
INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE
NUMBER OF RESIDENCES THAT THE WELL WILL SERVE.
-F 1.4 Cl < :2 > I I C__lr4!E- nf;;?F= �������� ___
BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS
DEPARTMENT WILL BE SUBJECT TO PROSECUTION.
MINIMUM DISTANCE BETWEEN H WELL AND ANY ONrSITE SEWAGE DISPOSAL SYSTEM IS
100 FEET FOR H PRIVATE WELL OR 150, T 0 �rEE7!-PROM H PUBLIC WELL DEPENDING
`
UPON THE TYPE OF PUBLIC WELL. 1 _ `~^�
MINIMUM DISTANCE FROM H PRIVATE WELL TO H PRIVATE SEWER LINE IS 25 FEET AND
TO H COMMUNITY SEWER LINE IS 75 FEET.
WELL LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN 30 DAYS
OF THE WELL COMPLETION.
OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE
AVAILABLE TO INSURE PROPER INSTALLATION.
��F;'."N I _1F I F -.*F=-*=-- ��� �IH: A
I CERTIFY THAT
1: I HM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET
FORTH BY THE MUNICIPALITY OF ANCHORAGE.
2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES.
]: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE
RESIDENCE IS REMODELED TO INCLUDE MORE THAN 4 BEDROOMS. ���rv���;
�/� �'~.
/SOO��'
SIGNED:__-���L�����___����= _���-------------
APPLICANT MIKE DO���� ���/�7�� S�!��
~
�����e-71t = SAIr �
_____DHTE�Y� tISSUED BY_
=~
Ju"VL°~ t/N4--'_3_S /i4 0+AL/»�
/.
40,10 "E3" STFZF=ET tr
ANCHORAGE, ALASKA 99Fi03
(ALAWk (907) 278.1551
August 8, 1978
W.O. #A18551
Grid #2634
Mr. George Allen
6209 Chevigney Drive
Anchorage, Ak 99502
Subject: Subsurface Investigation for Lots 1, 2, 3 & 4
Allen Subdivision
Dear Mr. Allen:
Our previous report, dated October 12, 1977 only ran percola-
tion tests on Lots 1 and 4, it therefore being necessary to
do additional work on Lots 2 and 3. we performed the addi-
tional subsurface investigation work on July 19, 1978 per
the request of Mr. Archer.
Based on the exploration done in October 1977, a11d this more
recent exploration of July 19, 1978, we make, the following
summary for the design percolation rates on the four lots:
Lot. 1, 5.0 minutes/inch
Lot 2, 8.0 minutes/inch
-•- Lot 3, 10.0 minutes/inch /
Lot 4, 5.0 minutes/inch
In this second }phase exploration, t=hrpe test voles were
ulaced one cacti on lots 1 , 2, and 3. pliougiI Lot 1 hlid bt�cn
done previously, the percolation rate shown was- unrcalist.iclly
11i_gh for the type of soil:; encountercd, ,"Id we felt that
Justified a retest.
Sixteen to 18.0' deep test holes werE:> placed on each lot
using a drill rig owned and operated by Denali Drilling,
Inc. The drilling was supervised and the test holes logged
by Mr. Terry L. Barber, staff geologist with Alaska Testlab.
The enclosed 'fable A is the log of those three test holes.
After each test hole was drilled it was cased with a slotted,
3/4" PVC pipe, filled with water and allowed to stand over
night. On returning the next day, the hole was again filled
and the rate at which the water percolated out of the hole
measured at 10 minute intervals for at least 60 minutes.
The location of the test holes are shown on the attached
Figure 1.
SOIL CLASSIFICATION CHART
�2 \ON
CLAY
3U 0 GRAVEL \(,7
\ �'
i A
0 IX 2
'T -vim
O \61
CLAYEY CLAYEY CLAYEY \�
Of?�OR CLAYEY
/SiL I Y -/ SILiY i OR r
SILTY
\ 'A
SILTY
SAND
\ GRAVELLY SAND SANDY GI A V E L GRAVEL
o
o SAND GRAVk-1_.LY SAND \ SANDY GRAVEL GRAVEL
0 10 20 30 40 50 60
70 80 90 1000
GRAVEL (+- 4 SCRI-EN) EY WEIGHT
NOW-- - - -
Gko( ltO:,1 SUS( fJ'TIt3! f. ,OIL S F1111 INU'rtC�Af�Jit: UII `, l`ON I 11 IAN ,i'Yo f INCR T1iAN 0.02 mrn,
Gf2UUi'� 01 1 ko"I 511501 I'IItit t SOILS:
1 iAININC B! I V`it- 1 1,1 i ANl) I INI. f{ TI LAID r) I
l ? �ANU`i' SUII C:UfVIiAIPJIIV(� ii( 74Jf I (J 3 iAiJl> 1`--, I II -!f I? II IAN 0.0? rirti)-
f _f C,ItiAVI_L-I-Y ,UILS (UNIAlNIN(;"'Uio I INE -It I IIAN 0.0? ruin. ANC) SANDY SOILS
f;iOfZ, f I Infv
([ XCE 1'T I INf SII_l `,ANU�r) CUJ I i�l{JIPJ(; F.�Uf(I I I liUl 1'.'%, 1 IN[ ft 1 I IAN 0.02 rrun.
Ci AYS WI I I I I'LAS I k-1 I Y IfJC)f Xf `, 01 r (MO I I fl\N 1 ' I XCf PL VAIZVr-O
7 •1 /\I I_ ',II I" IfV( I '„ANt)Y 1,11 I `,
i INf ,It _-1Y `,AfJUS CON IAININ(i PAl){(I II/\fV I'.":, I INI It l I V\N I)_0;' film.
l I iAN (.I_iAY WI I i i 1'f iA I ICI I l' INiJI ;�I UI I ! 111/\N
il. vAI?vI 1) (:1 /\Y`,
�+K
r Test Hole Log_ Doscription Guide
oil descriptions shown on the lugs are the best estimate of the toil's
:rcrisncs at the Lillie of field examination and as such do not achieve the
.ran u( a laboratory testing procedure. If the log includes snits samples,
samples recrive an independent textural classification in the laboratory
.fy the field examination.
gs often include the following items:
DeTth Interval - usually shrrwn to f1A foot, within that zone no
sign, slant ,}range to surf type was observed through drill action, clutter
ubwrvation „r sampling.
Frust Classificatmo - NFS, F1, F2, F7, F4, scc "Soil Cla-(natio}}
ch a r i' ` --------
Texture ++f Soil An. engineering, clauification of the soils by particle
1 err and --pr o p -n Ilo11, see ••StirI (: lassifiucion Chat t'•, nottt the
prop,+horns .ere approxlm.,I, and nv,difications to the soil group due to
stratiltuunn, inclusluns and cilai+gcs Sir properties are included.
Muisturc t -w' -fit this u a qualltat)vr ntr-asure:
d_!y, o., it Retic Jpparrnt ulrtace mowwr,
dau11s, rnnl,lu" loons p,>ruun sat color, Icss ;halt plascic limit,
wet. mI (lee K,,Irr, ,Ilton sott, 11 , Ile sIvC Snil,
Tsa-turated, free --ter nr.,y be squcczrd out, if a free draining soil;
o:ii r, n[ Jt Irafulal ro,11liure c0occilt, 11 a non tilastic silt or title
sand. (The moisture .ontcnt is further defined by reference to PI,
LW, NP, W:, or dII,turcy.i
Density - refers t„ more-oIJcss nun-n,hesI-- soils, such as sand gravrI
mixtures with or with"sat a lure fraction, derived front drilling acts„n
andJrr sample daia. usu.illy dcserihe:l .r, very louse, muse, rnedluni
dens,, vet}' drnsc. General trurrlt is to portray earthwork
characteristic s.
$tiffn77r-ss -- refers to n„lett-or Ie Ss cuhrsrve .nils and line grained silts of
ilio CIty-Slit grouts, l)-[lvcd Its, Ill dell! action �. nd"or Sample data. Very
soft, sv(t, stiff, very ttitl and hard are cornrrlorlly used toms.
Patticle $ire - The largest particir -coveted by the split spoun is
1 3ig•' Shelby tube 3", auger [lights 1mUiiate-man) 2", Auger flights
(&SO hollow stem} 0'• g". Largrr particles arc described indirectly by
action of the drilling and arc referred to as cobbles, 3" to 8 lir
boulders 8",. Theirlorc when reviewing the gradation sheets, if any,
the descriptwn on the hole fag mux be considered for an indication of
}aria Particles.
Unlf1ed Sud Classsfnatiun - 'rhis is a two letter code. See Unified
""'`"-a•r',n sheet Inn ±tinier dofmitiun. In carne gases AASHO a,Id;(,r
r.. r:.:;:ticauuns may be shown as well as the unified.
f.::rr'-arrif Lirn itt -- usrful for Fina grainrd and other plastic soils.
P!; natural moisture ,untent bclirve,l to be less than plastic limit
P-lr', natural moisture content believed to be between plastic and liquid
r
timltf
L-; natural moisture content believed to be greater than liquid limit
Np; nun - pIAIIIc, useul as a modifying description of some silty
nlatcrials.
Dilatencv - Is Ibe ability of water to migrate to the surface Of a
saturated or nearly satu:atcd soil sample when vibrated Sir jolted - usrd
as an aid to dcternllnc It a fine grsincd soil it a Shlihtly or non plaitic
silt or a volcanic ash.
frock flour - finely ground soil that it not plastic but otherwi-e apprars
ion r to a clayey silt.
organic Conteh,- usually drscribed as Peat• PT, sometimes includes
oltetetr panicles such at w„ot{, ural, etc. as a meld It ire Iv .,n u,tv qa nil.
soil. Quantrry drscnbr•d n; trace, or an rstirilate of volume. or, rel talc
of all organit, -- as Peat. 'This lines enclose utndra, muskrg and bolt
material.
Muck - a ms,ditier used ter describe very soft, semi -organic deposits
sae uA ily occ,ll rig below a peat dcp,,i/t.
Amor bus tat - lir, odic Parti:les nrary or ii:lly drvnre.gritrd.
Fibrous Peat - organic particles enure Sir Icss intact.
fluttorn of Tcstooir - mclu,ics last sau+plc uilrrval.
Frost Line - seas,�oal frust depth as dcsenbr,i by drilling aCtnnr anti; err
samples at thr tune of drilling_
1-1 ,:Cn Ground - ,uhrr Ih.ul Irnar Irnc, dcscnhr,l bs' •.,n !,Ics, u.ualiv
Includes of Ire content, od
tten wlli Inc!ur rn,xi:Ii,ri l.'nitl<r!
Classtlitat:o., Inn t frit .u+IS - this I. a spcclal ,as rtiited h+
permafrost studirs.
Free 'Xi cer I.rvrl Thr (rel u ,Irl Irvrl nr,tcd dunr+i; drIlhnp,. Ill!, r.
n,.rt neceaar:ly the sulk sorer III,!, It the Boll of ,Irlllnlg „r at')Hwr
SrapCn%. Stacie water tal,ir ,let er mnla!ton lir other th.,n "", penrahv'
sails requucs oh%crvatn,rt wells err P,Ctooleter insi.sllanorls, tr.rd oil! 1' ;n
Special .ries,
liiuw!6" - The n.unlbrr of blows of a 1 J(I -eight free fallrllg 301 ru
advance a 2" spirt spoors 6 the number of blows for a 12" a,ivance is.
by dr (intron, the standard penetration.
.A -v - natural moisture content of the still sample, .i,uilk n.,t
performed on clean sands or gravels below the wails table.
TZf - +c of Si-Ir.ple
-----._.._ r
reign to _ split :,prion driven tn(n the s.>II by 1 aU 1+.lunu
weight, a disturbrd Simple,
$, thin will tube-St,M)'y • used to obtain undtsturhrd samples
u( fine grained soil,
-grab" disturl,rd sarnpic from augrr ilights or will lit ttench,
cut sample, undisturbr.l Samtlr from -All tit trench.
lhv Strcr•�rh - a u,clul In,li.at„r of a soI!'s clayey (cocoon, fJ'Nmr,
L °Law, M1I Mcdnnn, H=1#Igh
_Grou��t - T 1 1 r vinples arc plated min a11pArrntly s11711 Ar grouP bated
uT c, 1l. sr an,I Ic>tnr rand air nbttt.,f i"1,;nrd a i;toup�c
.Iti I :,th"T
disturbed costs intlwling Attc:brrg l.In r. s, grain syr, lir lir drasrry
rclatlnn,hip, etc. n:.+y he perlorn+n{ .,n 011' g+„tip .n+,i air as. i ..:-,i to
reflcet thr gene: al dutruIII, I ehara ierlst:ca of thr t.+:” as ;;lied 1 i the
grout. fhls a .n import,oi 1, 1, „t the snll analyst and i, it,,d ;u
standardirr the vuI nu quahutivr dC(Crl%MIAtl,Jrla and to rcdl c the
number sal ytu ntru Uve tcln necr>... Y to dcs.uhe the tut} matt.
Depth in
Feet
From
To
0.0' -
0.5'
0.5' -
2.5'
y2.5' -
5.0'
5.0' -
16.0'
`L
Bottom of Test Hole
Frost Line:
Free Water Level:
Table A WO #A18551
Logged By: T.L. Barber
Date: July 19, 1978
Soil Description
Brown Peat, wet.
NFS/F-2, brown slightly Silty Sand, SM,
damp, medium density.
NFS, brown Sandy Gravel, GP, dry, medium
density, particles to 1".
F-1, brown Silty Sandy Gravel, GM, highs
density.
16.0'
None Observed
None Observed
Lot $2
De th
in Feet
From
To
0.0'
- 5.0'
5.0'
- 16.0'
Bottom of Test Hole:
Frost Line:
Free Water Level:
Table A
WO IA18551
Logged By: T.L. Barber
Date: July 19, 1978
Soil Description
F-2, brown Silty Sand, SM, damp, medium density.
F-2, brown Silty C;r_avel� Sand, SM, damp,
medium density.
16.0'
None Observed
None Observed
De�r�th in Feet
From To
0.0' 0.5'
0.5' - 6.0'
6.0' - 7.0'
7.0' - 18.0'
Bottom of Test Hole:
Frost Line:
Free Water Level:
Table A WO #A18551
Logged By: T.L. Barber
Date: July 19, 1978
Soil Description
Brown Peat, Pt, wet, soft.
F-1, brawn Si.1_ty Sandv Gravel, GM, damp,
medium density. __
F-2, brown Si_It.Y Send, SM, damp, medium
density.
F-2/NFS, brown slightly Silty Sand, SM, damp,
medium density. -
18.0'
None Observed
None Observed
E
a+
5 ngo50'SO*E 329 95
0
N
n
;o
299 87
329.07
�Y•W 1319.49
E
�o
r►�r�9
4'i
0
aD
tD
N 89 5950 W
\ N
49 493 s.f..' D
k 99
Q /%299.91
p
I
�
d
W
49,499sf. Tyr 4'
1
299.89
p
4 0
40,50- f- �^
TH 1
19�I
.
0
N
n
;o
299 87
329.07
�Y•W 1319.49
E
�o
r►�r�9
4'i
0
aD
tD
Development Services Department ,, Phone: 907-343-7904
On -Site Water & Wastewater Section - Fax: 907-343-7997
Certificate of On -Site Systems Approval
O15 - 271-5or
Parcel I.D. Expiration Date: L012 -17 -OZ -0
1. GENERAL INFORMATION
Complete legal description ALLEN LOT 3
Location (site address) 11100 CAN GE
Current property owner(s)
Mailing address
Real estate agent
YOUNG
2. TYPE OF DWELLING:
0 Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 5
Day phone
Day phone
4. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Private Well
0
Private Septic
0
Water Storage
❑
Holding Tank
❑
Community Well
❑
Community
❑
Public Water System
❑
Public Sewer
❑
Waiver request for: Distance:
Received by: Date:
COSA to be released to the engineer, unless otherwise requested by the engineer.
COSA Fee $
Date of Payment
dZ0
1
Receipt Number o 7 a a N_."
COSA#0�S(',201293
Waiver Fee $
Date of Payment
Receipt Number
Waiver #
5. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based
on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the
on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of
bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the
Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater
disposal system is (are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in
effect at the time of installation.
Name of Firm C&M ENGINEERING Phone 8545558
Address 20182 TULWAR
Engineer's Printed Name CHARLES BALZARINI Date 6/30/2020
of
1
*: 49 TH .* I
6. DSD SIGNATURE
......
System #1 Approved for _-b bedrooms �� gRLES G BALZARKf�
System #2 Approved for bedrooms ����Fl���. CE -13854
Disapproved
Conditional approval for bedrooms, with the following stipulations:
ON-SITE �'�
-� WAi�;�ATER o'
pROG�\ A�
Op'�/�A
11JVl o,r_x\\_tel
By: !tet/ Original Certificate Date: Z
The Municipality of Anchor, Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the
representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is
not responsible for errors or omissions in the professional engineer's work.
7. ATTACHMENTS:
COSA Checklist X Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
COSA Checklist blue sheet
COSA Checklist yellow sheet
COSA Checklist
Legal Description: Parcel ID:
If more than 1 septic system on lot: COSA Checklist # of Structure served by this system
A. WELL DATA
Well log is filed with Onsite (or attached)
Date drilled
Total depth ft
Cased to ft
Sanitary seal is functioning correctly
Wires are properly protected
Casing height (above ground) in.
Date of flow test for COSA
Static water level at beginning of test ft.
Well production at time of test gpm
Water storage tank volume gallons
Well disinfected for coliform test? Yes No
Coliform bacteria is Negative
Nitrate mg/L Nitrate less than MRL (ND)
Arsenic ug/L Arsenic less than MRL (ND)
Collected by
Date of Sample
Comments __________________________________________________________________________________
B. TANK DATA
Age of tank(s) years
Tank type/material
Measured operating fluid level in septic tank
Standpipes/foundation cleanout per record drawing
Date of pumping
C. LIFT STATION
Required maintenance completed
Age of lift station years
Lift station material
Comments:
D. ABSORPTION FIELD DATA ______________________
Which system tested (date installed)
ALL standpipes present per record drawing
Total measured depth from grade ft (max)
Measured depth to pipe invert from grade ft (min)
N/A – pressurized field
Monitor tubes go to bottom of effective. If not, state
depth into effective
Code-required soil cover over field
System presoaked
(Required if vacant for greater than 30 days prior to
date of test)
Gallons introduced gallons
Adequacy test date
Results Pass For bedrooms
Fluid depth prior to test in
Water added gal
New depth in
Elapsed time min
Final fluid depth in
Absorption rate gpd
Any rejuvenation treatment (past 12 months)
If yes, enter date
Comments/Deficiencies:
COSA Checklist yellow sheet
E. SEPARATION DISTANCES
From Private Well on Lot to: (Please enter distances if less than required or if community well)
Septic Tank/Lift Station on Lot > 100’
Yes if No ft
Neighboring Tank > 100’ Yes if No ft
Absorption Field on Lot > 100’ Yes if No ft
Neighboring Absorption Fields > 100’
Yes if No ft
Community Sewer Main > 75’ Yes if No ft
Community Sewer Manhole/Cleanout > 100’
Yes if No ft
Private Sewer/Septic Line > 25’ Yes if No ft
Holding Tank > 100’ Yes if No ft
Animal Containment > 50’ Yes if No ft
Manure/Animal Excreta Storage > 100’
Yes if No ft
From Septic/Holding Tank on Lot to: (Please enter distances if less than required)
Building Foundations > 10’ Yes if No ft
Property Line > 5’ Yes if No ft
Absorption Field > 5’ Yes if No ft
Water Main > 10’ Yes if No ft
Water Service Line > 10’ Yes if No ft
Surface Water > 100’ Yes if No ft
Wells on Adjacent Lots:
Private Wells > 100’ Yes if No ft
Community Wells > 200’ Yes if No ft
If septic tank is under driveway comment below
From Absorption Field on Lot to: (Please enter distances if less than required)
Building Foundation > 10’ Yes if No ft
Property Line > 10’ Yes if No ft
Water Main > 10’ Yes if No ft
Water Service Line > 10’ Yes if No ft
Surface Water > 100’ Yes if No ft
If absorption field is under driveway comment below
Wells on Adjacent Lots:
Private Wells > 100’ Yes if No ft
Community Wells > 200’ Yes if No ft
F. ENGINEER’S COMMENTS
G. ENGINEER’S CERTIFICATION
I certify that I have determined through field inspections and review
of Municipal records that the above systems are in conformance with
MOA COSA guidelines in effect on this date.
V ,5 .
- Municipality of Anchorage
/. -- Development Services Department
Building Safety Division a
On -Site Water and Wastewater Program
4700 Elmore Road
P.O. Box 196650
Anchorage. AK 99507
www.muni.org/onslte
(907)343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel l.D.LlJ6o2qI—Sio COSA# 6)80111
Expiration Date: 7' 3 O — O
1. GENERAL INFORMATION 1
Complete legal description Litn 5�0 X07 3
Location (site address) 11,100 l an5t )Pte c /111 T1 't
Current Property owners) Wi ili2rn R;00r) Day phone
Mailing address
Lending agency
Mailing address
Day phone
Real Estate Agent peie Tornnsor% Day phone S3D -1'976
Mailing Address
Unless otherwise requested, COSA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS:
S
3. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Individual Well
01
Individual On-site
9:
Individual Water Storage
❑
Individual Holding Tank
❑
Community Class Well
❑
Community On-site
❑
Public Water System
❑
Public Sewer
❑
The Municipality of Anchorage Development Services Department (DSD) issues Certificates of On -Site Systems
Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil
engineer registered in the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer of
title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water
supply system. DSD also issues COSAs upon request to homeowners. Certificates of On -Site Systems Approval
are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued
with new water sample results. (Certificates may be reissued for a period of up to one year with valid water
samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system.
The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work.
4. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seat affixed hereto and as of the validation date shown below, I verity that my investigation,
based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application,
shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate
for the number of bedrooms and type of structure indicated herein. I further verify that based on the information
obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water
supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes,
ordinances, and regulations ineffectat the time of installation.
Name of Firm SP4r klanJ �nyi n eery ny Phone
Address 203 W. I511` Ale. s%e.1o3_,ARcAgC51e, AK 9950!
Engineer's Printed Name
5. DSD SIGNATURE
_/ Approved for bedrooms.
Disapproved.
Date _
OF A.f ll
•tg�lj%� r 1l/
/11,�1�F�FR
1E30
0a�;�� i
Conditional approval for bedrooms, with the following stipulations:
►tKM- rT5'.7i0
COSA Checklist X
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
(Rw r1As)
Arsenic Advisory
Maintenance Agreements
Supplemental Engineer's Report
Other
Original Certificate Date: 4 —3 0 D�
Municipality of Anchorage •.
• Development Services Department
Building Safety Division
On -Site Water & Wastewater Program
4700 Elmore Road
P.O. Box 196650
Anchorage, AK 99507
www.muni.orglonsite
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST
Legal Description: AIlen 5'D W3 Parcel ID: 015-211-5(o
A. WELL DATA
Well type Prwt�L t' If A. B, or C provide PWSID # = Well Log (YIN) y
Date completed _� _SS (Jeqe'�) Sanitary seal (YIN) Wires properly protected (YIN) Y
Total depth Z3ro ft. Cased to Z3(o fl. Casing height (above ground) I Z in.
FROM WELL LOG AT INSPECTION
Date of test JISS A I pr',l25 ZU08
Static water level 161 ft. 155 ft.
Well production 5 t 9-p m. G. c/ g p.m.
WATER SAMPLE RESULTS:
Coliform --p--colonies/1 00 mL Nitrate mg/L Other bacteria _6 colonies/100 mL
Arsenic: -,6— ugA Date of sample: q it Collected by: S uA
B. SEPTICIHOLDING TANK DATA
Tank Type/Matedal Anc 6rar,T Ak 1500 3i e� Date installed Alaj 12 1 1783
Tank size 1500 gal. Number of Compartments Z Cleanouts (YIN) v
Foundation cleanout (YIN) Depression over tank (YIN) High water alarm (YIN) IV
Date of pumping 29 2000 Pumper T it4e3 PeM ink �rwi
C. ABSORPTION FIELD DATA
Date installed AW), 83
5 12 HB Soil rating (g p.d.e o ft=A�drm 1w, System type kep MenC�
Length 5Z ft. Width 1.5 ft. Gravel below pipe
Total depth ft. Eft. absorption area 837 ft" Monitoring tube y Depression over field N
Date of adequacy test 2 0 Results (PasslFail) _S±JL For 5 bedrooms
Fluid depth in absorption field before test b in. Water added I1 S00 gal. New depth _15 in.
Elapsed Time: W min. Final fluid depth lb in. Absorption rate >= 750 g.p.d.
Any rejuvenation treatment (past 12 mo.) (YIN & type) /VD If yes, give date
-
D. LIFT STATION
Date Installed Size in gallons Manhole/Access (Y/N)
'Pump on' I at _ in. 'Pump off" lev t _ In. High water alarm I at in.
Dat Cyd sled Meets al circuit require
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tankllift station on lot I00r+
Absorption field on tot 10o'4-
Public
0or+Public sewer main 77 foo'
Sewer/septic service line 25'+
Animal containment areas 50 +
On adjacent lots 100+
On adjacent lots 1 DD' t
Public sewer manhole/cleanout -77 /oo r
Holding tank _ 6y/
Manure/animal excrete storage areas loot
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation lot+ Property line J2 Lt Absorption field 5'1
Water main tort Water service line 10 r Surface water —Al 0.
Wells on adjacent lots Itb�+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line to +- Building foundation 10 �+ Water main 101+
Water Service line 10't Surface water N0• Driveway, parking/vehicle storage 10'+
Curtain drain N 0, Wells on adjacent lots 100'+
F. COMMENTS:
G. ENGINEER'S CERTIFICATION t 1
gyp. s'r
I certify that I have determined through field inspections and 9TH
review of Municipal records that the above systems are in i ' ' • l ` /
conformance with MOA COSA guidelines in effect on this date. • • ✓ •• r!� j
I 11 f • LAP9 E. SP
Engineer's Printed Name Lars ..Merit ana �/ �i'. 115C 4§,:
Date 4IZd00 /IIt`p'F7�0FSG�`k�'�%
/ ' � n S%es��
COSA Fee S `["/U 4a Waiver Fee $
Date of Payment t/ •� sly Date of Payment
Receipt Number_ IIL q#/ Receipt Number
(Rev. 11105)
SCS ReLM
1081471001
Client Name
Tobben Spurkland P.E.
Project Name/M
Allen Lot 3
Client Sample ID
Allen Lot 3
Matrix
Drinking Water
PN SID
0
All Dates/rimes are Alaska Standard Time
Printed Date/time 04/18/2008 12:19
Collected Datefime 04/112008 16:30
Received Date/time 04/112008 16:50
Technical Director Stephen C. Ede
Sample Remarks:
Alloxablc
Prep Analysis
Parameter
Results
PQL Units
Method Container ID
Limits
Date Date
Init
Metals by ICP/mg
Arsenic
ND
5.00 ug/L
EP200.8
C
(<10)
04/15/08 04/17/08
NRB
Waters Department
Total NitratcMitritc-N
ND
0.100 mg/L
SM204500NO3-F
B
(<10)
04/16/08
LCP
Microbiology Laboratory
Colony Count
0
cot/IOOmL
SM209222B
A
(<200)
04/11/08
DLC
Total Coliform
0
col/100ml-
SM209222B
A
(<1)
04/11/08
DLC
Fecal Coliform
0
col/IOOml.
Sh1209222B
A
(<I)
04/11/08
DLC
VLu
w
40
FA
t
%J -- --- `r
�wK .`.}d' a{ :: =. is TS. �•
- -'-..•-• - �'� . f':"; �^�-1�',. � ria. rsi=3Tr�,� ("'..� C - •-- --__ _ . _ ....._
' W
3
lot -
4
M � z
e •:
'•��l�oi7
1
1
O
N
_
o
1
FA
t
%J -- --- `r
�wK .`.}d' a{ :: =. is TS. �•
- -'-..•-• - �'� . f':"; �^�-1�',. � ria. rsi=3Tr�,� ("'..� C - •-- --__ _ . _ ....._
' W
3
lot -
4
M � z
e •:
'•��l�oi7
1
Municipality of Anchorage
• Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 South Bragaw SL
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
CERTIFICATE OF HEALTH AUTHORITY APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. HAA# 4L, " QZo 004/
Expiration Date: S/,?0/o3
1. GENERAL INFORMATION
Complete legal description Lo -i - ArLl L nl
Location (site address or directions) 11100 cPTNG Lr—
Current Propertyowner(s)
I,VArm
Dayphone 3(00-5-o7.,j
Mailing address
11too LRLNraL-
Lending agency
Day phone
Mailing address
Real Estate Agent Chis
% Day phone723�—
Mailing Address
Unless otherwise requested, HAA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS:
l5
3. TYPE OF WATER SUPPLY:,
TYPE OF WASTEWATER
DISPOSAL:
Individual Well
Individual On-site
E�
Individual Water Storage
❑
Individual Holding tank
❑
Community Class Well ❑
Community On-site
❑
Public Water System
❑
Public Sewer
❑
The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority
Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil
engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of
title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water
supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are
valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with
new water sample results. (Certificates may be reissued for a period of up to one year with valid water samples.)
Certificates are valid for one year for properties served by Class A or B we!ls or a public water system. The
Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work.
4. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation,
based on procedures outlined in the Health Authority Approval Guidelines for this application, shows that the on-
site water supply and/or wastewater disposal system is(are) safe, functional and adequate for the number of
bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the
Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or
wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances,
and regulations in effect at the time of installation.
Name of Firm 0 L. W" Sv O r V_l w0 7.
Address 20 3 w t !7 LA ► zo
Engineer's Printed Namer1cLti.4_d
S. DSD SIGNATURE
Approved for
Disapproved.
bedrooms.
Phone A79-$5110
Date
Conditional approval for bedrooms, with the following stipulations:
Additional Comments st
2i31VMKSdM
Attachments:
HAA Checklist X
Septic System Advisory
Well Flow Advisory
By v'
J�
(R.v. 0110.)
Maintenance Agreements
Supplemental Engineer's Report
Other
Original Certificate Date:' �� ��
Municipality of Anchorage
• Development Services Department
Building Safety Division
On -Site Water & Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorege.ak.us
(907)343-7904
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: LO T 3 A 1..1.1: til S)D Parcel ID: 015 - 27 I - 5 b
A. WELL DATA
Well type R If A, B, or C provide PWSID # -!�A Well Log (Y/N) `/
Date completed, 1486 Sanitary seal (Y/N)--f- Wires property protected (Y/N)_!V-
Total depth A3_d* _R Cased to 9 R Casing height (above ground) _2� n.
FROM WELL LOG AT INSPECTION /
Date of test l A tt` 6.1,P, r+.l�i� /7f u Z
Static water level 1 b ? ft u jewt.. ft.
Well production 5 t g.p.m. b g.p.m.
WATER SAMPLE RESULTS:
Coliform 4--colonies/100 mi. Nitrate 42tWmg.A. Other bacteria colonies/100 ml.
Arsenic: _ mg.A. Date of sample: 57 L Collected by: ! . Sou rlc
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material S-Cp Lit . S4e4( Date installed l q 8 3
Tank size 1Sro gal. Number of Compartments -2. Cleanoouutss (Y/N) y
Foundation cleanout (Y/N) T Depression over tank (YIN) High r alarm (Y/N) r�
Date of pumping S1111at Pumper
C. ABSORPTION FIELD DATA
Date installed I R &S Soil rating (g.p.d.W or ft2/bdrm) JgJ - System type 44m t �+
Length ft. Width ft. Gravel below pipe is ft
F
Total depth I 1 ft� Efl/. absorption area B Z- R' Monitoring tube Depression over field
Date of adequacy test ✓`/7%i Results (Pass/Feil) F For _'5o bedrooms
Fluid depth in absorption field before test in.
Elapsed Time:
hr "t " Final fluid depth 2.7 in.
Any rejuvenation treatment (past 12 mo.) (Y/N & type)
Water addedJL0 gal. New depths in.
Absorption rate >= 7S O g.p.d.
If yes, give date
D. UFT STATION
Date installed
'Pump on" level at _ in.
Datum
E. SEPARATION DISTANCES
Ztested2 anhole/Access (Y/N)
at _ in. High water alarm level at in.
Meets larm & circuit requirements?
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot lo -7
Absorption field on lot 1 3 t) t
Public sewer main
Sewer /septic service line > ;•5
On adjacent lots Y / tro
On adjacent lots 'Y 1 n-0
Public sewer manhole/cleanout 1'4/A
Holding tank r4 A
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation $0 Property line 3 o Absorption field 1 O
Water main AI j,sa Water service line 50 Surface water 1-410
Wells on adjacent lots �t 16-0
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 30 Building foundation 10? Water main tyIA.
Water Service line L 1 ota Surface water r4 10 Driveway, parking/vehicle, stoYage 0
Curtain drain t�4 1v Wells on adjacent lots > Iuo
F. COMMENTS
G. ENGINEER'S CERTIFICATION
' '' -� • '
1 car* that I have determined through field inspections and
, •
•' '•"'
review of Municipal records that the above systems are in
. ..........
conformance with MOA HAA guidelines in effect on this date.
Engineer's Printed Name i o lobe,, SC Ur%LV.
Dater 2r+yZ
u
HAA Fee 8 3�,5 d� Waiver Fee $
Date of Payment 51? �n '1- Date of Payment
Receipt Number j' Q 9 �LD Receipt Number
(Rev. 12101)
(q4��
CUE Environmental Services Inc.
CT&E Ref.#
1022418001
Client Name
Tobben Spurkland P.E.
Project Name/#
Lot 3 Allen
Client Sample ID
Lot 3 Allen
Matrix
Drinking Water
Ordered By
PWSID
0
All Dates/Times are Alaska Standard Time
Printed Daterrime 05/09/2002 10:05
Collected D2te/17me 05/07/2002 13:00
Received Date/rime 05/07/2002 14:30
Technical Director Stephen C. Ede
Released By (,.(_
Sample Remarks:
Allowable Prep Analysis
Panmctcr Results PQL Units Method Limits Date Date Init
Waters Department
Nitrate -N 0.253 0.200 mg/L EPA 300.0 (<10) 05/07/02 JDT
Microbiology Laboratory
Total Coliform 0 coV100mL SM189222B (<1) 05/07/02 KAP
0
LL
LL
" Cc' -1-N," 017.
Time
APPLIC- NT FILLS OUT UPPER HAI - ONLY
Phone
Pre Owner owner �1f� %�(% ; (i Y
Mair;ng Address
�� �rz`� 7� 'f ''�kf, Zip Code
Buyer
Date
Address
Zip Code
Lending Institution
f/ Fc _ /`l /%v v � /jam% ,(//c; — 11'4 -f -'r;-21
Phone
Inspector
Inspector
Address
l // N�/(% �v Zip Code l
Realty Co. 8 Agent
ANCHORAGE
Phone
Address
' Zip Code
ENVIRONMENTAL
Legal Description
RT -3 o059`
Street Location
�/ ' /r/ ✓�%
Type of Residence
Single Family
'CONDITIONS OF APPROVAL
Multiple Family
No. of Bedrooms T
❑ Other
Water Supply
Individualir
ATTACH WELL LOG. A well log is required for all wells drilled since June 1975.
For drilled to that date, well depth (attach log if available).
1:1 Community
he p(a'8
wells prior give
❑ Public Utility
Well Log Received
Septic Tank Size
Sewer Disposal
c:
b
5- Individual
Year Individual Installed:
❑ Public Utility
When Connected to Public Utility:
❑ Holding Tank
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
" Cc' -1-N," 017.
Time
Time
Time
Time
Date
Date
Date
Date
Inspector
Inspector
Inspector
Inspector
ANCHORAGE
Field Notes:
DEPT. OF HEALTH <<
PROTECTION
142,0
ENVIRONMENTAL
AUG 23,983
RECEW<�
( ,) APPROVED BEDROOMS
'CONDITIONS OF APPROVAL
( ) DISAPPROVED
( ) CONDITIONAL APPROVAL`
DATE
BY:
Soils Rating
Date Sewer Installed
Well To Absorption Area /
Well Log Received
Septic Tank Size
Well to Tank eq
72023 (3182)
5. LEGAL DESCRI TION
'Za % /��L
DATE RECEIVED
' INSPECTION APPOINTMENTS
TIME
TIME
TIME
DATE
DATE
DATE
INSPECTOR
INSPECTOR
INSPECTOR
MUNICIPALITY OF ANCHORAGE
DEPT. OF HEALTH &
ENVIRONMENTAL Pf:vTECTION
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
825 L Street - Anchorage, Alaska 99501
•
JUL 15 1981
ENVIRONMENTAL SANITATION DIVISION
Telephone 264-4720
RECEIVED
REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES
DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing.
1. PROPERTY OWNAR
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
PHONE
zv�d17Y2-12-arl
M ILJ/NS5G��ADD�RESS %?s l� {el7��J�e
„
l ��
PROPERTY RESIDENT different from above)
PHONE
2. BUYER
PHONE
MAILING ADDRESS
3. LENDING INSTITUTION >
PHONE
MAILING ADDRESS
4. REALTO /AGENT
PHONE r�r
a, 17(� ✓i 0 Q J
z �'fr �i7�.i
MAILING ADDRESS
5. LEGAL DESCRI TION
'Za % /��L
s' C',
STREET LOCATION
6. TYPE OF RESIDENCE
MBER OF,BEDROOMS
SING LE FAMILY
One _,21" Four ❑ Other
_;2r
❑ Two ❑ Five
❑ MULTIPLE FAMILY
❑ Three ❑ Six
7. WATER SUPPLY
INDIVIDUAL*
* ATTACH WELL LOG. A well log is required for all wells drilled
.1000'
❑ COMMUNITY
since June 1975. For wells drilled prior to that ate, give well
❑ PUBLIC UTILITY
depth (attach log if vailable.)
8. SEWAGE DISPOSAL SYSTEM�
—'rra-.
�' INDIVIDUAL/ON-SITE**
YEAR ON-SITE SYSTEM WAS INSTALLED.
❑ PUBLIC UTILITY
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
72-010 ( Rev. 6/79)
5�7 S
THIS SIDE FOR OFFICIAL USE ONLY
1. TYPE OF RESIDENCE
❑ SINGLE FAMILY
❑ MULTIPLE FAMILY
NUMBER OF BEDROOMS
❑ ONE ❑ THREE ❑ FIVE ❑ OTHER
❑ TWO ❑ FOUR ❑ SIX
2. WATER SUPPLY
❑ INDIVIDUAL
❑ COMMUNITY
❑ PUBLIC UTILITY
Connection Verified
PERMIT NUMBER
DEPTH OF WELL
DATE DRILLED
LOG RECEIVED
3. SEWAGE DISPOSAL SYSTEM
❑INDIVIDUAL/ON -SITE
❑PUBLIC UTILITY
Connection Verified
PERMIT NUMBER
DATE INSTALLED
INSTALLER
❑Septic Tank or ❑ Holding Tank
Size: If Tank is homemade
give dimensions:
SOILS RATING
TYPE OF TANK
MANUFACTURER
TOTAL ABSORPTION AREA
MATERIAL
4. DISTANCES
WELL TO:
Septic/Holding Tank
Absorption Area
Sewer Line
Nearest Lot Line
Absorption Area to nearest Lot Line
5. COMMENTS
❑ APPROVED FOR BEDROOMS
❑ CONDITIONAL APPROVAL (letter must accompany certificate)
❑ DISAPPROVED
DATE
BY
72-010 ( Rev. 6/79)