HomeMy WebLinkAboutTHUNDERBIRD HEIGHTS #1 BLK 6 LT 19(� I
\ VWJq\j:6AkknJ 4kcr.X 6VXAS
A 051- 54a -.o
Municipality of Anchorage
On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP231257 PID Number: 051-582-10
Dwelling: FQ1 Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New 0 Upgrade
Name
LOUIS AND SHERRY HUCK
TAORPTION FIELD
Trench E]Wide Trench E]Bed ound
Site Address
27608 MALLARD COURT, CHUGIAK, AK 9956Other
Phone
Number of Bedrooms
Soil RatingTotal
grade
907-688-3253
3
/sF
!::��original
Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original g- de
Gravel depth beneath pipe
Subdivision Block Lot
THUNDERBIRD HEIGHTS #1 6 19
Ft.
Fill added above original gr
Ft.
G el length
Ft.
Township Range Section
- -
Gravel width
Ft.
Beds: Number of Lines
Dis a between lines
Ft.
SEPARATION
DISTANCES
To
Septic
Absorption
Lift Station
Holding
Sewer
Total a,4rorption area
Number of trenches
Dist. betweenches
From
Tank
Field
Tank
Line
Ftz
-
-
well
N/A
EXIST.
N/A
-
25'+
TANK ❑ Septic 9 S.T.E.P. ❑ Holding ❑ Other
Manufacturer
GREER TANK
Capacity
1500 Gal.
Surface water
100'+
EXIST.
100'+
-
Material
Number of compartments
Lot Line
5'+
EXIST.
rj'+
-
NA
PLASTIC
2
Foundation
EXIST..
10'+
-
LIFT STATION
Manufacturer
Capacity
110'+
Remarks *2ND COMARTMENT OF STEP TANK
GREER TANK/ANCH.TANK
*500 Gal.
Alarm location
Electrical installed by
.
INDOOR
z
Installer
PIPE MATERIAL House to tank D3034 `, rank to EXIST.
"d rainfield
JR'S EXCAVATION
Drainfield EXIST. CO/MT N/A
Inspector GEG CONSULTANT, JODY MAUS
BENCH MARK (Assumed elevation) 100.00 ft
Inspdection v, 9/8/2023 -
Location and description
nd
2
31d - 4th _
BOTTOM OF SIDING AT FOUNDAITON CLEANOUT.
ON-SITE WATER AND WASTEWATER SECTION APPROVAL
Engineers Stamp
Qo�000044
Conditional Approval: Date
-95,40
ooP� p
......,/..........0
Septic Syste
•
V J.effrey A. Garness:-
,
Q -- p
CE -7953
Approved Date
cOp
4d Pre 'a'•`'..�•(�0
Note: this approv does not include well permit requirements.
��p°'Pr0fesslo�o��
DD�Qp��
#AECC884
trcev 0510u -i6)
IPERMIT NUMBER: R E C O R D D R! l V 11 �9 V PARCEL ID NUMBER: 1
OS P231257 051-582-10
i
O Go\"x
THUNDERBIRD HEIGHTS #1;
-APPROX. WATER SERVICE LINE AND KEY BLOCK 6, LOT 20
BOX LOCATION PER 1998 RECORD DRAWING
0
hs
1980 DRAINFIELD
NEW 1500 -GALLON GREER STEP TANK
WITH TWO (2) DISTRIBUTION LINES.
1
t
t
I
� t
i
� EXISTING 1998 DRAINFIELD t
1" = 40'
40
- NET'S EMANEERI Iff UVROUPP,Ltd ....,:
ENGINEERING SALES CONSULTING
3701 E. TUDOR ROAD, SUITE 101 ' ANCHORAGE, ALASKA • PHONE (907) 337-0179' �BSITE www.gamessengineering.com ®:l..aa.r:. . ' :............ ................. m
jo
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: o hJ ffr-ey.,p,,,GarneSS 4-ci Ix
LOUIS &SHERRY RUCK907-688-3253 2 OF 3 �0 / CE -79 3
PROJECT/LEGAL DESCRIPTION:DRAWN BY: #••.,•� 1 IZ
THUNDERBIRD HEIGHTS #1; BLOCK 6, LOT 19 J. L. M. ®� Fp •'q1�• •• P�, ®®
TYPE OF WORK: DATE: LICENSE
RECORD DRAWING OF SEPTIC TANK UPGRADE 9/15/2023 #A CC884 ®�
G
a
,
,
48.0 15.5
LMH251.9 14.4
NOTE: THE SHED IS NOT ON A PERMANENT
MT 54.8 15.8
FOUNDATION (ON SKIDS/MOVABLE). DISCUSSED
NOTE: PIPE LOCATIONS ARE
WITH DEB WOCKENFUSS AND CURTIS
SHOWN PER GEG SHOTS
TOWNSEND WITH MOA ONSITE DEPARTMENT,
, � TAKEN WITH LEICA DISTO
AND SHED CAN REMAIN IN PLACE.
1 Q
S910 LASER DISTANCE
-�
METER. SWING -TIES TO
i HOUSE CORNERS WERE
GENERATED IN AUTOCAD.
THUNDERBIRD HEIGHTS #1;
BLOCK 6, LOT 16
1" = 40'
40
- NET'S EMANEERI Iff UVROUPP,Ltd ....,:
ENGINEERING SALES CONSULTING
3701 E. TUDOR ROAD, SUITE 101 ' ANCHORAGE, ALASKA • PHONE (907) 337-0179' �BSITE www.gamessengineering.com ®:l..aa.r:. . ' :............ ................. m
jo
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: o hJ ffr-ey.,p,,,GarneSS 4-ci Ix
LOUIS &SHERRY RUCK907-688-3253 2 OF 3 �0 / CE -79 3
PROJECT/LEGAL DESCRIPTION:DRAWN BY: #••.,•� 1 IZ
THUNDERBIRD HEIGHTS #1; BLOCK 6, LOT 19 J. L. M. ®� Fp •'q1�• •• P�, ®®
TYPE OF WORK: DATE: LICENSE
RECORD DRAWING OF SEPTIC TANK UPGRADE 9/15/2023 #A CC884 ®�
I PERMIT NUMBER: RECORD D RA „ , I N G PARCEL ID NUMBER I
OSP231257 V\v/ 051-582-10
IN1
C
'ANK
= 95.44
'T PLUGGED
DNTRACTOR
(GlANESS ENS l EP, Ltd 0 .......... .......
....;....... �
r ENGINEERING SALES CONSULTING C
3701 E. TUDOR ROAD, SUITE 101 ' ANCHORAGE, ALASKAPHONE (907) 337-6179' WEBSITE. m+ w.0amessengineering,wm ®•.�.�.. .. �� �.... ..............
PREPARED FOR PHONE NUMBER: PAGE NUMBER o w,�J$ rfF dyAQ G�arness : 'ti W
LOUIS & SHERRY HUCK 907-688-3253 3 OF 3 16�G� ' i�TTii C7 79 3 '•��®
PROJECT/LEGAL DESCRIPTION: DRAWN BY: ®�(�` 1713913 g 2
ii`THUNDERBIRD HEIGHTS #1; BLOCK 6, LOT 19 J.L.M. FD • •'' P�, ��
TYPE OF WORK: DATE: LICENSE ��' OFESS�
RECORD DRAWING OF SEPTIC TANK UPGRADE 9/13/2023 LICENSE
NOTE: THE LOT IS SERVED BY A
COMMUNITY WATER SYSTEM.
Lot 20
Lot 9
Lot 10
Lot 11
PLOT PLAN AS BUILT -1- SCALE 1 " = 50' GRID _ NW 1865
Project No 23-352/A2
44,' Associates,
H 11500 Daryl Avenue, Anchorage, Alaska 99515-3049
&
Lang S S a c 1 a t e S, I n c. (907) 522-6476 Phone
ken®longsurvey.com���
Professional Land Surveyors Jonathan*langsurvey.com OF At,�l�
trovisOlongsurvey.com ®'` . • ' ' ' ' tS
I hereby certify that I have surveyed the following described property: ����'jP•• •�
LOT 19, BLOCK 6, THUNDERBIRD HEIGHTS SUED. - ADDN. No. 1 (PLAT No. 78-201) ; 49TH
Anchorage Recording District, Alaska, and that the improvements situated thereon are• • • •
• . • • . • • ..
within the property lines and do not encroach onto the property adjacent thereto, that 0
no improvements on the property lying adjacent thereto encroach on the surveyed• • • • • • • • • .. • •
premises and that there are no roadways, transmission lines or other visible KENNETH G. LANG
easements on said property except as indicated hereon. �,•, o
No. 52/02
Dated this the 1`�{� Da of ����i�t.� ?L: ��9•'•ti((12{•'c,�l�AW
Y at Anchorage, Alaska EDA •1.. d• ��p
AOFFSStONA�I„.
It is the responsibility of the owner to determine the existence of any easements, j��SS�HO
covenants, or restrictions which do not appear on the recorded subdivision plat. State of Alaska AECC963
vs i
oQ i
R `150 :�0
®l
rylMp
oo
nRi�F� � •-
`
Q
RETAINING
. e"6
9� r
WALL
Ln
(� 1�o
, PORCH o \�
2.0'x72.3' CANT
2.5'x7.3' CANT zo
N
® 30
'x-10' UTILITY
EASEMENT
NOTE: THE LOT IS SERVED BY A
COMMUNITY WATER SYSTEM.
Lot 20
Lot 9
Lot 10
Lot 11
PLOT PLAN AS BUILT -1- SCALE 1 " = 50' GRID _ NW 1865
Project No 23-352/A2
44,' Associates,
H 11500 Daryl Avenue, Anchorage, Alaska 99515-3049
&
Lang S S a c 1 a t e S, I n c. (907) 522-6476 Phone
ken®longsurvey.com���
Professional Land Surveyors Jonathan*langsurvey.com OF At,�l�
trovisOlongsurvey.com ®'` . • ' ' ' ' tS
I hereby certify that I have surveyed the following described property: ����'jP•• •�
LOT 19, BLOCK 6, THUNDERBIRD HEIGHTS SUED. - ADDN. No. 1 (PLAT No. 78-201) ; 49TH
Anchorage Recording District, Alaska, and that the improvements situated thereon are• • • •
• . • • . • • ..
within the property lines and do not encroach onto the property adjacent thereto, that 0
no improvements on the property lying adjacent thereto encroach on the surveyed• • • • • • • • • .. • •
premises and that there are no roadways, transmission lines or other visible KENNETH G. LANG
easements on said property except as indicated hereon. �,•, o
No. 52/02
Dated this the 1`�{� Da of ����i�t.� ?L: ��9•'•ti((12{•'c,�l�AW
Y at Anchorage, Alaska EDA •1.. d• ��p
AOFFSStONA�I„.
It is the responsibility of the owner to determine the existence of any easements, j��SS�HO
covenants, or restrictions which do not appear on the recorded subdivision plat. State of Alaska AECC963
MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
http://www.muni.org/onsite
On -Site Wastewater Disposal System Permit
Permit Number: OSP231257
Work Type: SepticTank Upgrade
Tax Code Number: 05158210000
Site Legal Address: THUNDERBIRD HEIGHTS #1 BLK 6 LT 19 G:1865
Site Mailing Address: 27608 MALLARD CT, Chugiak
Owner: QUARTZ CREEK TRUST
Design Engineer: GARNESS ENGINEERING GROUP LTD
This permit is for the construction of:
Effective Date:
Expiration Date:
i»cnt y�,
0
� d
Department
Lot Size in Sq Ft:
Total Bedrooms:
8/28/2023
8/27/2024
24609
❑ 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
*o � G
Issued By: l�
Date:
Date: 3/2 cS�Z 3
3
IWUMCIPALITY OF ANCHORAGE
Development Services Department%
�i Phone. 907-343-7904
On -Site Water & Wastewater Section Fax: 907-34.3-7997
ON-SITE SEPTICIWELL PERMIT APPLICATION
Parcel I.D. 051-582-10
Property owner(s) LOUIS AND SHERRY HUCK Day phone 907-688-3253
Mailing address 27608 MALLARD COURT, CHUGIAK, AK 99567
Site address 27608 MALLARD COURT, CHUGIAK, AK 99567
Legal description (Sub'd., Block & Lot) THUNDERBIRD HEIGHTS #1; BLOCK 6, LOT 19
Legal description (Township, Range & Section.)
Lot Size
Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR: APPLICATION IS AN:
(® all that apply)
TYPE OF DWELLING:
Absorption Field ❑ Initial ❑
Single Family (SF) x❑
Septic Tank Q Upgrade x
pg
(w/wo ADU)
Holding Tank El Renewal
Renewal ❑
(D) ❑
Privy ❑
Multiple Dwellings ❑
(SF and/or D)
Private Well ❑
Water Storage ❑
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
Distance:
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 S Waiver Fees:
Date of Payment:. Date of Payment:
Receipt Number: 05/650&' Receipt Number:
Permit No. 05,02--Z,12_97 Waiver No.
GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP231257, Deb Wockenfuss, 08/28/23
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP231257, Deb Wockenfuss, 08/28/23
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP231257, Deb Wockenfuss, 08/28/23
.01
SEPTIC
PIPES
O tb qsp �.
a 3
RETAINING
q1' • X1 WALL 120' V�
PORCH o per=
�A 2.0'x 12.3' CANT
C • 5-7.1 X.3
•�
2.5'x7.3' CANT
1 �
..• ` —10' UTILITY
EASEMENT
NOTE: THE LOT IS SERVED BY A
COMMUNITY WATER SYSTEM.
Lot 20
76• � Lot 9
4g Sg 225- i ,
8.2'x12.2' SHED '
--SEPTIC PIPES- O
L®t 19 `�`. CHAIN-UNK 3 Lot 0
24,609 S.F. \ PENCE N
LO
tf)
234` . r
Lot 18 ��---
1 Lot 11
I
PLOT PLAN __ AS BUILT X SCALE 1., = 50' GRID NW 1865_ Proiect No. ___ 23-352/A1
11500 Daryl Avenue, Anchorage, Alaska 99515-3049
Lang & A 5 S o c 1 a f£ s, inc. (907) 522-6476 Phone
ken0langsurvey.com
Professional Land Surveyors jonathanOlangsurvey,com ..► r� OF At ,..,"�' k
trovisOlangsurvey.com ,.:'"' , • • ' • ,
I hereby certify that I have surveyed the following described property:
LOT 19, BLOCK 6, THUNDERBIRD HEIGHTS SUBD. — ADDN. No. 1 (PLAT No. 78-201)
Anchorage Recording District, Alaska, and that the improvements situated thereon are
within the property lines and do not encroach onto the property adjacent thereto, that
no improvements on the property lying adjacent thereto encroach on the surveyed
premises and that there are no roadways, transmission lines or other visible
easements on sold property except as indicated hereon.
�z
Dated this the Day of at Anchorage, Alaska
It is the responsibility of the owner to determine the existence of any easements,
covenants, or restrictions which do not appear on the recorded subdivision plat.
9 !. 4 H.
TH
W.
KENNETH �G. LANG ,' 4 '• p r
0.5202 cv /
j'• "J AN
•'yam
State of Alaska AECC963
Municipality of Anchorage Page of z
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 0 Anchorage, Alaska 99519-6650 • Telephone: 343-4744
On -Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: SL,1 `i Ro'f55 PID Number: 051
Name: LoviS iiuc.K.
Wastewater System: ❑New 9Upgrade
Address:
2� oe CoJrLT Cuuct>�. AtG9T.56
ABSORPTION FIELD
Phone:
to 98 - 7-.2-53
No. of Bedrooms:
3
O Deep Trench • Shallow Trench O Bed O Mound O Other
LEGAL DESCRIPTION
Soil Rating:
Z
Total Depth from original grade:
Sa3Z —
. GPDfS Ft.
(.85
a Block: Subdivision: 1
Lot:1-1 6
Depth k1 pipe bottom from original grade:
_Z
Gravel depth beneath pipe
Ti:J IILO W&Ii
I - -z. f9 Ft
Alf. O(— Ft.
Township:,-,-•
Range:
Section:
Fill added above original gg�redef:
Gravel lengtn:
*0
'—'
1.03 -" I. Ft.
Ft.
WELL: 6Kr N`w ❑Upgrade
Gravel width: St
Numberoflines:
DistanpbeMenknes:
Ft
t
Ft.
Classification (Private. A.S.C): Total Depth: ed To:
Total absorption area:
Pipe material:
CoMMJ IT'1 FL FL
DO SO. Ft.
Q le Scki Y•
Driller. ate Drilled: Stahc water Level:
Installer. EAC•k.t ~uTAI•J
Datelnstalled:
Ft.
ZX4rdAlrrtG
12hh6
Yield:
Pump Set at
Deng Height Above Ground:
TANK
GPM
FI.
Ft.
SEPARATION
DISTANCES
0Septic ❑Holding ,�
To
Septic
Absorption
Lift
Holding
PublltlPrirst#
Manufacturer.
Capacity in gallons:
From
Tank
Heid
station
Tank
Sever Lines
A acNeCAC.e 7;01K
1250
welt
zoo+
�,'+z5't
Material:
5Tele
m a
Number of CST
wai re
106'4
odd.
iod
LIFT STATION
Lot
s+
z0_
1
Iof
in gallons:
Manufacturer.
Line
Zp±
IZSO
i\Size
A}•tc6rLAdt 1Ard1CC&,k. S.k
O rsnlr
Foundation
14
I I I l+
'
�.
"Pump on" level at:
'Pump off' level at:
High water alarm at:
11—
—
II
to
a}1•
1}Sw
Curtain
O{y1�
Pump Make & MOW
Electrical Ii�spections performed by:
Al
Drain
rDE
Z. all Or W
-e -A0 tL.ee_TrtlC-
Remarks: etrH ENP OP
BENCH MARK
2 0 f �T� sop INsU EP
Location and Description:
-1r sP 6O .r.k .e Sl�tru�
FR�e+3
11
of 1 NSJLaT IOyt o✓1
If kl
•� • .
1
WAapG�L- sesbitl� L.INe_TD 010 ��1Ghl
Assumed Elevation:
/Ob.O Ft
y
ENGINEER'SSEA
C 1 T o is l FR n t�.
1
1 r ••S
Inspections performed by: A•�•�•�• Dates:ts IZ i
tri . •� �
•••°•• •~ ••~•�� ••
�1►►C--•
2nd / ld
.. ........�
3rA/7_1
Department Health Human Services
it i` •••bffr A. Garn
�� `� "O3
of and approval
•"°:
lt
// /-�-99
Reviewed and approved by: � Date:
ttp��PROFESSIO�A+„_
,a�`e`��
72-017 (Rev. soul) MOA 25
0Ltktd c C `i(. ley), L�r,t_ t_ t.�A
PERMIT NUMBER: AS -BUILT DRAWING PARCEL IO NUMBER.
SW9804550455 - 051-582-10-10
WATER LINE EXISTNG DRAINFIELD TO BE r -r -o -tis C/0 15
KEY BOKUSED AS A RESERVE SITE. 1 PSA• `rte„(
MT/� 4 /-NEW
l o'r l'baE ' y l
/ N S.T.E P. SYSTEMN W
►�rtT�rt.�r<.T�rr�
qurl
+ I
II
//}/ I THe 2+ 1 I
TOP OF SLOPES I I I
,1I I
A MT2
NEW
��oao
�®ovo
��ii>L1lS>�i000
Mv
��
®ooa�
�,
rc��a�oo
-t"01(NX @D)
•
��000
qurl
+ I
II
//}/ I THe 2+ 1 I
TOP OF SLOPES I I I
,1I I
A MT2
NEW
I I KEW 1250aaam I I I #ElI(1 MmL?FIT
NZop 01'T--9,90 S,f.E.f'. TANK Nvro a�+� uvY�ry.v5m
KOXX-9461 T-) -191.98
V \ / 9omom of Ma7!Lt}4
T.21-127.72(")
ALASKA WATER AND WASTEWATER CONSULTANTS, INC.
6901 DEBARR ROAD. SUITE 20. ANCHORAGE. AK. 99504
PHONE: (907) 337-6179/FAX: (907) 338-7246
.LGAL OLSCR�PIION:
THUNDERBIRD HEIGHTS SUBDIVISION, LOT 19, BLOCK 6
IYPL OF WORK:
DESIGN OF SEPTIC SYSTEM UPGRADE
'NLPARLU 10R: PUUNL NUMULN:
LOUIS HUCK 688-3253
JAlc JNAWN or:
12/7/98 A.C.G./J.L.M. 1 = 40' 2 OF 2
fast
EffiI
r vL aaR - osa0-
Mv
��
�,
-t"01(NX @D)
.IN.97
101, orwgt
MACR"R-99A4 -9990
sr. f
rzra TNA mr op rNJ,
Kkr-9942 KOVIL`T-99.Y1
I I KEW 1250aaam I I I #ElI(1 MmL?FIT
NZop 01'T--9,90 S,f.E.f'. TANK Nvro a�+� uvY�ry.v5m
KOXX-9461 T-) -191.98
V \ / 9omom of Ma7!Lt}4
T.21-127.72(")
ALASKA WATER AND WASTEWATER CONSULTANTS, INC.
6901 DEBARR ROAD. SUITE 20. ANCHORAGE. AK. 99504
PHONE: (907) 337-6179/FAX: (907) 338-7246
.LGAL OLSCR�PIION:
THUNDERBIRD HEIGHTS SUBDIVISION, LOT 19, BLOCK 6
IYPL OF WORK:
DESIGN OF SEPTIC SYSTEM UPGRADE
'NLPARLU 10R: PUUNL NUMULN:
LOUIS HUCK 688-3253
JAlc JNAWN or:
12/7/98 A.C.G./J.L.M. 1 = 40' 2 OF 2
fast
EffiI
Alcan Electrical EtWneering, Inc.
6679 Arctic SmRd.
Anchorage, Alaska 99514
Fax Cover Sheet
DATE: December23.IM- TWE: Y1:Ot1AM
TO: AWVJC HONE:
Jenny FAX: 338-g24C
FROM. Aluan Electric PHONE: 583-3787
Skip Bingmarm- FAX. 5E2-6296
RE: ' Thunderbird Heights, Lot -18 , Block -6
Jenny -
In regards to the sewage lift station that Alcan connected -at the above mentioned location.
All electrical work performed by Alcan was done to 1996 National Electrical Code,
(NEC) standards.
If you have any questions please contact me
Thank you!
Number of pages including cover street: 1
I
M -Li nicipah- r of Anchorage
Department of Health and Human Services,��
825 Street
cehlysrcc. P.O. 30::'.96650 ancncr;e. Alaska
dlayor
January 7, 1999
Jeff Garness, PE
Alaska Water & Wastewater Consultants, Inc.
6901 De Barr Road, Suite 2B
Anchorage, Alaska 99504
Subject: Waiver Request for Lot 19 Block 6 Thunderbird Heights "I
Waiver Request #NVI1980Iof
Parcel ID 9051-582-10
SW980455
Dear \fr. Garness:
Your request for a waiver of the required 10 feet horizontal separation from the
absorption field to property line has been approved. The approved separation distance is
1.0 feet. This waiver applies to the abosorption field and the west property line.
This waiver approval applies to the existing absorption field to property lire separation
only. Any future upgrade to the on-site wastewater disposal system will require all
separation distances be met or another approval from this department.
If there are any further concerns or questions regarding this waiver, please call our office
at 343-3744.
Sincerely,
%b4
Daniel J. Roth
Civil Engineer
On -Site Water Quality Program
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Services
On-site Services Section
Waiver Review Worksheet
PID# 051-582-10 HA# Permit # SW980455
Date Received: December 29, 1998
Legal Description: Lot 19 Block 6 Thunderbird Heights #1
Engineer: Jeff Carness, P.E., Alaska Water S Wastewater Consultants, Inc.
6901 De Barr Road, Suite 2B Anchorage, Alaska 99504
Applicant: Louis Huck
Waiver Requested: Lot line waiver of 1 foot to absortion field and west
property line.
Criteria: 1. Geology: Points:
A. Water Table
B. Soil Sorption
C. Permeability
D. Water Table Gradient
E. Horizontal Separation
TOTAL:
2. Special Conditions:
3. Other:
Waiver is Granted: x Waiver is NOT Granted:
List Conditions or Reasons for above: SEE f4iI+iUEEt4!J #ITAej,,,ED LEITER
OF )RsTJFICATIov
Date: 1-6-42
Rec #: 0440?/ 9651
By: g4v
Name of Reviewer
Amount: $ 115.00 Date Paid: 12-29-98
Alaska Water & Wastewater Consultants, Inc.
6901 Debarr Road, Suite 2B — Anchorage -- Alaska 99504
Phone (907) 337-6179 — Fax (907) 338-3246
RECEIVED
December 21, 1998
Municipality of Anchorage
Department of Health & Human Services
P.O. Box 196650
Anchorage, AK 99519-6650
REFERENCE: Lot 19; Block 6; Thunderbird Heights
Property line waiver request
DEC 29 1998
MUNICIPALITY OF ANCHORAGE
ENVIRONMENTAL SERVICES DIVISION
Request you issue a zero (0) foot property line waiver from the existing absorption field
on the referenced property to the north property line. The water service line is 10 feet +
from the last cleanout on the old trench.
We do not anticipate any adverse effects to the neighboring property (Lot 20) with the
issuance of this waiver. The water service line on Lot 20 is significantly more than 10 feet
from the referenced property existing trench.
JAG/gk
please contact us at 337-6179.
Permit Number. SW980465
MUNICIPALITY OF ANCHORAGE
Department or Health and Human Services - `J 2L - Sa`S
On -Site Services Program
825 L Street, Room 502
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-4744
ONSITE WASTEWATER DISPOSAL SYSTEM PERMIT
Upgrade
Date Issued: Nov 23, 1998
Expiration Date: Nov 23, 1999
Parcel ID: 051-582-10
Legal Description: THUNDERBIRD HEIGHTS #1 BLK 6 LT 19 1
Design Engineer. 0041 AK Water & Wastewater Consulta Site Address: 027608 MALLARD CT
Owner Name: LOUIS HUCK Lot Size: 24609 SQ. FT.
Owner Address: THUNDERBIRD DR Total Bedrooms: 3 Permit Bedrooms: 3
CHUGIAK . AK 99567-0000
This permit is for the construction of.
❑✓ Disposal Field ❑� Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage
All construction must be In accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72 ) and Drinking Water Regulations (18AAC80 ).
3. The engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-4744 (24 hours). ( Not required for a Water Supply Permit only).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either. A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
5. The following special provisions.
AT THE TIME OF CONSTRUCTION ENGINEER WILL LOCATE WATER LINE IN RESPECT TO THE EXISTING
WASTEWATER ABSORPTION FIELD.
ENGINEER SHALL APPLY FOR A LOT LINE WAIVER FOR THE EXISTING ABSORPTION FIELD IF ONE IS
REQUIRED.
Received By:
Issued By:
Date:
Date:// -24-176
Alaska Water & Wastewater Consultants, Inc.
6901 Debarr Road, Suite 213 — Anchorage — Alaska 99504
(907) 337-6179 — Fax (907) 338-3246
Consulting EngineersCvP
November 16, 1998
Municipality of Anchorage
Department of Health & Human Services
Division of Environmental Services
On -Site Services Section
P.O. Box 196650
Anchorage, Alaska 99519-6650
Ref: Septic Upgrade Design for Lot 19, Block 6, Thunderbird Heights Subdivision
To whom it may concern:
The existing 3 bedroom house is served by a community water system and private septic system
Our client would like to upgrade his septic system Comments regarding the proposed design are
summarized as follows:
1. SOILS: Two test holes were excavated and two percolation tests were performed in the test
holes. Test hole 91 was found to be marginal for a septic upgrade site. The 30 foot radius around
test hole 42 will be used the proposed septic upgrade. The soils in test hole #2 below the organics
is a SM/GW material to a depth of 8 feet. At 8 feet, the soils transition to a SP/SW material to a
depth of 17 feet (bottom of test hole). A percolation test was performed between 5 feet and 6
feet, and found the percolation rate was <l minute/'inch. It is our opinions that the insitu sand that
is below 8 feet will act as a sand filter.
2. TRENCH (PRESSURIZED) DESIGN:
a. Percolation Rates: <1 minutes/inch
b. Allowable Application Rate: 1.2 gallons/day/ft2
c. Number of Bedrooms: 3
d. Design Flow: 450 gallons per day
e. Minimum Absorption Area: 375 ft2
f. Maximum Total Depth: 7 feet (on uphill side)
g. Effective Depth: 4 feet
IL Width: 5 feet
i. Reduction Factor = 0.50
j. Minimum Length: 40 feet
k. Effective absorption area = 400 112 (375 ft2 OK)
The pressurized distribution line is to be 1.25 inch schedule 40 PVC pipe with 1/4 inch diameter
hole spaced 2 feet on center (hole faced downward).
3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed
upgrade.
4. TOPOGRAPHY AND WAIVER REQUEST: As can be seen on the design, the slopes in
the area of the proposed septic system are a 3% to 5% slope running from approximately east to
west. There is a slope greater than 25% approximately 20 feet to 30 feet west of test hole #2. We
request that your department issue a waiver to install the proposed trench 35 feet from the top of
the slope. The trench is to be installed parallel to the slope contours.
We are unaware of any adverse impacts this installation would have on adjacent wells or septic
systems. If you have any questions, please contact us at 337-6179. Thank you for your
assistance.
Sincerely,
amen P. Williams, P.E.
Civil Engineer
1 i
�e I
LOT 6, BLOCK 6 i
THUNDERBIRD HEIGHTS
\ \ e
I GO, i
LOT 20, BLOCK 6 LOT 9. BLOCK 6
THUNDERBIRD HEIGHTS THUNDERBIRD HEIGHTS
STING SEPTIC
1 OI
p,
THf
LOT 10, BLOCK 6 ,
l 1 ` TH12* THUNDERBIRD HEIGHTS �•
LOT 1, BLOCK 7V--
THUNDERBIRD HEIGHTS
PROPOSED SEPTIC UPGRADE ;
,1
(SEE DESIGN, PACE 2 OF 2) i
Y 1
` LOT 18. BLOCK 6 LOT 11, BLOCK 6 1
'} THUNDERBIRD HEIGHTS THUNDERBIRD HEIGHTS
1 ` I
LOT 2, BLOCK 7
THUNDERBIRD HEIGHTS
1
I 1
11 'I j LOT 17, BLOCK 6 I
i I THUNDERBIRD HEIGHTS LOT 12, BLOCK 6
THUNDERBIRD HEIGHTS
i
LOT 3. BLOCK 7 1
THUNDERBIRD HEIGHTS NOTE
ALL PROPERTIES SHOWN ARE SERVED
BY A COMMUNITY WATER SYSTEM AND THUNDERBIRDO EIGHTS
BY PRIVATE SEPTIC SYSTEMS.
ALASKA WATER AND WASTEWATER CONSULTANTS, INC. O F q
7320 E AN
CHESTER HEIGHTS CIRCLE. CHORAGE• AK 99504
PHONE (907) 177-6179/FAX: (907) 338-3248 . ••�s�1r�/
LEGAL DESCRIPTION:
THUNDERBIRD HEIGHTS SUBDIVISION, LOT 19, BLOCK 6
TYPE OF WORK" n�
SITE PLAN FOR SEPTIC SYSTEM UPGRADE . 4!1 ................ .1...
PREPARED FOR: PHONE NUMBER: ',JAMES P. WIWAM$-'
LOUIS RUCK 688-3253 `3: NO. 9608
CE
DAIL' DRAWN BY: SCALE: PAGL: (,tl'o-o ••••••"'••••••icc
11�16�98 J.L.M. 1 = 100' 1 OF 2 ��1��p� o►eseit
1 Z
11 PROPOSED PRESSURIZED GRAINFIELD
PROPOSED 1250 CAI1DN 7' DEEP BY S' WIDE BY 40' LONG.
1
1
ST.E.P. SYSTEM ADD 4' OF CLEAN. WASHED SEWER
\ DRAINROCK. ALL PRESSURIZED PIPE
SHOWN ARE APPROXIMATE.AND
03
EXISTING SEPTIC SYSTEM LOCATIONWAS TAKEN FROM AN
1 PIPE WITH 1/4 DIAMETER HOLES AT
AS -BUILT SURVEY DONE BY ROBERT C. JOHNSON. L.S.
AS -BUILT SURVEY HAD CONFLICTING MEASUREMENTS FOR
\ 2.0. ON CENTER (FACED DOWNWARD)
THE HOUSE LOCATION.
1 TRENCH IS TO BE INSTALLED PARALLEL
1
1 TO SLOPE CONTOURS.
/
1 NOTES:
/AEXISTING
DRAINFIELO TO BE
1 1. THE CONTRACTOR IS REQUIRED TO HAVE THE SOUTH PROPERTY UNE ADJACENT
/
1
USED RESERVE SITE
(/Vjf4N
TO CONSTRUCTION,
V''
1 2. A NEW AS -BUILT SURVEY BY A REGISTERED LAND SURVEYOR WILL BE REQUIRED
I
1 AFTER THE COMPLETION OF THE SEPTIC SYSTEM UPGRADE IN ORDER TO DOCUMENT
1 THE NEW SEPTIC SYSTEM.
/MT
INSTALL CO EXISTING SEPTIC TANK
TO BE ABANDONED COMPLETELY
c
ALASKA WATER AND WASTEWATER CONSULTANTS, INC.
o0
OFA
1
7320 E. CHESTER HEIGHTS CIRCLE. ANCHORAGE. AX 995040
PHONE: (907) 337-6179/FAX: (907) 338-3246
LO^`�•"'•••• ��s4o
/ THI1
11
I
� Z
�Ct:�
H --zu�
111
X �O
D
5_5 f
ILS
MN �I
FCO
.2531_ I I I
1�
\
TOP OF SLOPE
(APPROX. LOC.)
1
I L.AR
1
I
G 1
1 Z
11 PROPOSED PRESSURIZED GRAINFIELD
PROPOSED 1250 CAI1DN 7' DEEP BY S' WIDE BY 40' LONG.
1
1
ST.E.P. SYSTEM ADD 4' OF CLEAN. WASHED SEWER
\ DRAINROCK. ALL PRESSURIZED PIPE
03
1 IN DRAINFIELD IS TO 1.25 PVC (SCH 40)
1
1 PIPE WITH 1/4 DIAMETER HOLES AT
\ 2.0. ON CENTER (FACED DOWNWARD)
O
1 TRENCH IS TO BE INSTALLED PARALLEL
1
1 TO SLOPE CONTOURS.
1 NOTES:
1 1. THE CONTRACTOR IS REQUIRED TO HAVE THE SOUTH PROPERTY UNE ADJACENT
1
1 TO THE PROPOSED DRAINFlELD FLAGGED BY A REGISTERED LAND SURVEYOR. PRIOR
TO CONSTRUCTION,
1 2. A NEW AS -BUILT SURVEY BY A REGISTERED LAND SURVEYOR WILL BE REQUIRED
I
1 AFTER THE COMPLETION OF THE SEPTIC SYSTEM UPGRADE IN ORDER TO DOCUMENT
1 THE NEW SEPTIC SYSTEM.
ALASKA WATER AND WASTEWATER CONSULTANTS, INC.
o0
OFA
7320 E. CHESTER HEIGHTS CIRCLE. ANCHORAGE. AX 995040
PHONE: (907) 337-6179/FAX: (907) 338-3246
LO^`�•"'•••• ��s4o
THUNDERBIRD HEIGHTS SUBDIVISION. LOT 19. BLOCK 6.
TYPE OF WORK:
DESIGN OF SEPTIC SYSTEM UPGRADE
LOUIS HUCK
JHAWN UY:
11/16/98 J.L.M.
688-3253
1 = 40'
1HAGL:2OF2
49
...... ..
d IL... .
IAMES P. WILLIAMS.--
NO. 9608 �.
CE Nd
.•. ..... 0
e4v
I SOIL LOG — PERCOLATION TEST I
LEGAL DESCRIPTION' THUNDERBIRD HEIGHTS SUBOMSION; LOT 19, BLOCK 6.
PERFORMED FOR: LOUIS HUCK
DATE PERFORMED: 11/3/98
Tti
(feet ORGANICS TEST HOLE #:l:]
1 ,• 000
2
3
B� III I(COMPACT
•.•.°•
.••°°o
��•c°<
DRY
11/3/98
SPiSw
SOIL CLASSIFICATIONS
GW
'>•.GP iTr I
ORG
ML
11/4/98
1
4:20
6'
—
I' I U 1 GM
CL
4—!
5 3/8'
5/8'
GC
OL
6'
—
SW
MH
5
5 1/2'
1/2'
' ..
• ;• • SP
CH
',
—
SM ' �.'OH
5:52
611
5 1/2'
1/2'
SC
ML—SILT
1 LD �)
9
10
11
12
13
14
mm==
I[.
DEPTH TO
GROUNDWATER
DATE
DRY
11/3/98
DRY
11/7/98
11/4/98
1
4:20
SITE PLAN
1' = 100'
ISTINC SEPTIC
SYSTEM
1Tr/T �y
d
,
THj21 II
PROPOSED SEPTIC UPGRADE
(SEE DESIGN, PACE 2 OF 2)
1 �
I
DATE
READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
11/4/98
1
4:20
6'
—
2
4:50
30 MIN
5 3/8'
5/8'
3
4:52
6'
—
4
5:22
30 MIN
5 1/2'
1/2'
5
5:22
6'
—
6
5:52
30 MIN
5 1/2'
1/2'
PERCOLATION RATE 60 (MIN./INCH) PERC. HOLE DIA. 6' (INCHES)
20 I�—JI TEST RUN BETWEEN 4.0 FT.2. 4.5 FT.
COMMENTS: PERO HOLE PRESOAKED FOR 4+ HOURS RIOR TO THE
PERFOMED BY ALASKA WATER & WASTEWATER I, CERTIFY THAT
THIS WAS PERFOR ED IN ACCORDANCE WITH ALL TE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS
DATE. DATE: �'� 9
INC.
I SOIL LOG - PERCOLATION TEST I
LEGAL DESCRIPTION: THUNDERBIRD HEIGHTS SUBDIVISION; LOT 19, BLOCK 6,
PERFORMED FOR: LOUIS HUCK
DATE PERFORMED: 11/7/98
(EPrH
feet) ITEST HOLE #2
1 ORGANICS
2
p>i
° °°oO
DRY
SOIL CLASSIFICATIONS
ppe
O : po0
II �1TI9g._
11/7/98
OO e
GW
ORG
3
oao
GP
71 MT ML
2 TIMES. DRUNED
lope
SP/Sw
P 16, GM
CL
4-
0 `°ip
'OOo
SW/GW
4 GC
OL
�i•000
LOOSE WITH
SW
I MH
5-
�. e0i °
SOME SLUFFING
••;
• SP
CH
°
•: 4 SM
OH
SC
16
16-
{ OCi
oai
7
o.?oeo°
.
DRY
11
ppe
O : po0
II �1TI9g._
11/7/98
OO e
a.m.
•.• OCi
FILLED
PERC CA
2 TIMES. DRUNED
.• 000
••••°°o
SP/Sw
13
�• oo i
TIME IN
9
• •o°o
�i•000
14-
•'•ppe
10
�. e0i °
DEPTH TO
GROUNDWATER
•'�ppe
DRY
11
••••o°o
II �1TI9g._
11/7/98
�.• o0 0
a.m.
•.• OCi
FILLED
PERC CA
2 TIMES. DRUNED
.• 000
••••°°o
SP/Sw
13
;•p0°
• •o°o"
TIME IN
S THAN 2 MINt
TES.
••• oa o
14-
�• opo
•:•000
5
15-
16
16-
17
17
B.O.H.
DEPTH TO
GROUNDWATER
DATE
DRY
11/7/98
DRY_
II �1TI9g._
11/7/98
- 10:3
'.� SITE PLAN
1' = 100'
i' _tv,rnur erp
PROPOSED SEPTIC
(SEE DESIGN, PAGE
DATE
READING
CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
11/7/98
- 10:3
a.m.
FILLED
PERC CA
2 TIMES. DRUNED
EACH
TIME IN
S THAN 2 MINt
TES.
19� PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6' (INCHES)
20 TEST RUN BETWEEN 5.0 FT. AND 8.0 FT.
COMMENTS: INSITU SAND BELOW 8 FEET WILL SERVETA SAND FlaR. I I
PERFOMED BY ALASKA WATER do WASTEWATER I.
THIS WAS PERFO M IN ACCORDANCE WITH ALL
DATE. DATE t L p
CERTIFY THAT
7 ON THIS
fzV 14 ItlaV. J//bl
'1
MUNICIPALITY OF ANCHORAGE !
DEPARTMENT OF HEALTH 8t ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
\
825 L Street - Anchorage, Alaska 99501 Telephone 284-4720
ON I E SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
NAME
49PN
E,
NE_
NEW
b+
ee �J r T
�G�
OUPGRADE
MAILING ADDRESS n
LEGAL DESCRIPTION
L !� 6 A/77
LOCATION / ✓! ^
NO. OF B BROOMS
�
O
Wall �J/Z
DISTANCE TO:
Absorption area
.J
Dwellings f
PERMI N
SS
Y
Qanufacturer
Mat
No, of compart ents 7
Manufacturer —r p—
W f..
!�
w
Liq. c acit in,gallons
U
IF HOMEMADE:d
T1na length
Width
Liquid depth
0Z
Z
DISTANCE TO:
Wall
ling
PERMIT NO.
O
H
Manufacturer
Material
Liquid capacity in gallons
D
w=
DISTANCE TO:
.it
i��/V/
Foundation/ I j
,3
Nearest lot line
PE IT �S
j j
W Z
No. of lines /
Length o ch nc/
Totalynpthiol lipes
Tren width/ r
Distance t een ge{.
FZw
�
--
Cii 22ff Z
) inches
I
F-
Top of ble t ivsh grade
._-.
; teyal be r ath le / /
L I/�/
Total effective absorption area
O
�JC� inches
W
Length
Width
Depth
PERMIT NO.
o F•
W 1
Type of crib
Crib diaffyV
Crib depth
Total effective absorption area
rn
DISTANCE TO:
Well
Building foundation
Nearest lot line
Class
Depth
Driller
Distance to lot line
PERMIT NO.
J
W
DISTANCE TO:
Building n ati n
Sewer line
Septic tank
Absorption area(s)
OTHER
PIPE MATERIALS G
SOIL TEST
RATING
Z Zd' n
INSTALLER
v
fJ
REMARKS
13
_
� gyp.•.°".;,..,, _. ,
u
••Robert
''•s
A.
jf•�..`•,••. No. 115
APPHOV
DATE LEGAL
Engineezia�
fzV 14 ItlaV. J//bl
TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH
MAXIMUM NUMBER OF BEDROOMS = 3 SOIL RATING <SO FT/SR)= 225
THE REQUIRED qSIZE OF THE SOIL ABSORPTION SYSTEM IS: 5�
C?EPTH= / ^ ILEtVGTH= GRFiVEL QEF> -r
THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRAINFIELD.
THE DEPTH OF A TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE
GROUND A14D 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).
REQU I REQ SEPT I C -rnNF< SIZE= :1-C-1130 GnLLQ"nF
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.
--- TWQ <2> I "SPECT I Qt -7S FIRE REQU I REI7 ---
BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS
DEPARTMENT WILL BE SUBJECT TO PROSECUTION.
MINIMUM DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS
100 FEET FOR A PRIVATE WELL OR 150 TO 200 FEET FROM A PUBLIC WELL DEPENDING
UPON THE TYPE OF PUBLIC WELL.
MINIMUM DISTANCE FROM A PRIVATE WELL TO A PRIVATE SEWER LINE IS 25 FEET AND
TO A COMMUNITY SEWER LINE IS 75 FEET.
OTHER. REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE
AVAILABLE TO INSURE PROPER INSTALLATION.
PERMIT EXPIRES Q E C E M E3 E R 1 r 1 5 13
I CERTIFY THAT
1: I AM 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
RESIDENCE IS REMODFLEQ T" NCLUDE MORE THAN 3 BEDROOMS.
SI
ISSUED
CONST.
�l JQ555'
MUt4 I C I PHIL I TY QF' nNCHQRnQE=
DEPARTMENT p'k� HEALTH
825 'L STREET,
AND ENVIRONMENTAL P'--OTECTION
ANCHORAGE, RY,. 95 .1
n
264-4720
" QtJ-S I TE
SEWER PERM I T "
PERMIT
r0. C 800557 )
APPLICANT
KLEIN CONST.
BOX 2524 PALMER AK.
745-2731
LOCATION
THUNDERBIRD_DP.IVE
LEGAL
i,LOT 19 BLK6 THUNDERBIRD HTS SU' LOT SIZE 81000
SQUARE FEET
TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH
MAXIMUM NUMBER OF BEDROOMS = 3 SOIL RATING <SO FT/SR)= 225
THE REQUIRED qSIZE OF THE SOIL ABSORPTION SYSTEM IS: 5�
C?EPTH= / ^ ILEtVGTH= GRFiVEL QEF> -r
THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRAINFIELD.
THE DEPTH OF A TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE
GROUND A14D 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).
REQU I REQ SEPT I C -rnNF< SIZE= :1-C-1130 GnLLQ"nF
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.
--- TWQ <2> I "SPECT I Qt -7S FIRE REQU I REI7 ---
BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS
DEPARTMENT WILL BE SUBJECT TO PROSECUTION.
MINIMUM DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS
100 FEET FOR A PRIVATE WELL OR 150 TO 200 FEET FROM A PUBLIC WELL DEPENDING
UPON THE TYPE OF PUBLIC WELL.
MINIMUM DISTANCE FROM A PRIVATE WELL TO A PRIVATE SEWER LINE IS 25 FEET AND
TO A COMMUNITY SEWER LINE IS 75 FEET.
OTHER. REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE
AVAILABLE TO INSURE PROPER INSTALLATION.
PERMIT EXPIRES Q E C E M E3 E R 1 r 1 5 13
I CERTIFY THAT
1: I AM 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
RESIDENCE IS REMODFLEQ T" NCLUDE MORE THAN 3 BEDROOMS.
SI
ISSUED
CONST.
�l JQ555'
S
MDA:"- -ENGINEERING
SOILS LOG - RERC: TEST
soils 109 1.
j4 percolation t;
Performed for: -
date, o%�P.s.
Aav
3
1�4.
J'
6•
7-
8.
9-
10
SII
12
13-
14,
15
617I816-
17-
Is.
19.
20
w.9r�r` STS/
ground water `�
pert. rate —�% 8 mm./ in.
between ft. �ft.
.�
: srformed ��iy: ,certified - b
• w � G
PA"
r
WA
pert. rate —�% 8 mm./ in.
between ft. �ft.
.�
: srformed ��iy: ,certified - b
• w � G
PA"
r
5. LEGAL DESCRIPTION
DATE RECEIVED
��.vD Blued <
INSPECTION APPOINTMENTS
TIME
/ -r
TIME
TIME
DATE
❑ One ❑ Four ❑ Other
DATE
DATE
01
❑ MULTIPLE FAMILY
Three ❑ Six
7. WATER SUPPLY
ai /o-k'I 111S.
INSPECTOR
' ATTACH WELL LOG. A well log is required for all wells drilled
INSPECTOR
INSPECTOR
❑ PUBLIC UTILITY
MUNICIPALITY OF ANCHORAGE MUNICIPALITY OF ANCHORAGE
8. SEWAGE DISPOSAL SYSTEM
DEPARTMENT OF HEALTH 6 ENVIRONMENTAL PRO &T• OF P-ALTH &
1
•�I
825 L Street - Anchorage, Alaska 99501 Ilk"iCi00:+NMENTAL P.",CTECTION
❑ PUBLICUTILITY
ENVIRONMENTAL SANITATION DIVISION MAR 2 5 1981
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
Telephone 264-4720
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REQUEST FOR APPROVAL OF &S
INDIVIDUAL WATER AND SEf�l�R�F�dI1L
DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten 1101 days for processing.
1. PROPERTYO ER
PHONE
rel0
5-a73/
MAILING ADDRESS
oa
u
PROPERTY SIDENT Ilf different from above) -
PHONE
2. BUYER
DU
C
697- 3a 73
MAILING ADDRESS
-
3. LENDING INSTITUTION
PHONE
tPfO N
MAILING ADDRESS
4. REALTOR/AGENT
PHONE
07FAI
-O S
MAILING ADDRESS
.
5. LEGAL DESCRIPTION
elT /
��.vD Blued <
STREET LOCATION
19P
/ -r
6. TYPE OF RESIDENCE
NUMBER OFsBEDROOMS
SINGLE FAMILY
❑ One ❑ Four ❑ Other
❑ Two ❑ Five
❑ MULTIPLE FAMILY
Three ❑ Six
7. WATER SUPPLY
1:1 INDIVIDUAL'
' ATTACH WELL LOG. A well log is required for all wells drilled
COMMUNITY
since June 1975. For wells drilled prior to that date, give well
❑ PUBLIC UTILITY
depth (attach log if available.)
8. SEWAGE DISPOSAL SYSTEM
INDIVIDUAL/ON-SITE"
r 9�a YEAR ON-SITE SYSTEM WAS INSTALLED.
❑ PUBLICUTILITY
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
72 010 (Rev. 6/79)
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
❑ PUBLICUTILITY
Connection Verified
PERMIT NUMBER
DEPTH OF WELL
DATE DRILLED
LOG RECEIVED
3. SEWAGE DISPOSAL SYSTEM
❑INDIVIDUAL/ON-SITE
❑PUBLICUTILITY
Connection Verified
PERMIT NUMBER
DATEINSTALLED
INSTALLER
❑Septic Tank or ❑ Holding Tank.-+
Size: /000 If Tank is homemade
give dimensions:
SOILS RATING
TYPE OF TANK
MANUFACTURER
TOTAL ABSORPTION AREA
MATERIAL
4. DISTANCES
WELL TO:
Septic/Holtling TankAbsorption
Area
Sewer Line
Nearest Lot Line
Absorption Arca to nearest Lot Line - - -
5. COMMENTS
O --APPROVED FOR BEDROOMS
❑ CONDITIONAL APPROVAL (letter must accompany certificate)
❑ DISAPPROVED
DATE
BY
72 010 (Rev. 6/79)
