HomeMy WebLinkAboutTALUS WEST BLK 3 LT 14Talus West
Block 3
Lot 14
#015-201-41
Municipality of Anchorage
(� Department of Health and Human Services
Division of Environmental Services
On-Site Services Section 825 •L' Street Room 502
P.O. Box 196650 Anchorage, AK 99519-6650 Pagel of 3
www.ci.anchorage.ak.us (907) 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number: SW0004T8 PID Number: 015-201-41
"'""Paid
Wastewater System: ❑ New ® Upgrade
Ad&na:
ABSORPTION FIELD
Pl Number daedr :
® pep Tnrch ❑ aNAow TNnth D Bed t] Mound D Wur:
LEGAL DESCRIPTION
'°° """
TYel ppm eYm Y0.45 12 Waft:
rpofe
Ft
Block. Loa SWMiNtian:
3 14 Talus West
0" lo pipe boabm ham ONInW graft:
6 F1,
Gn.W d" b~h pipe:
6 FL
Towmhip: RYipa: Seceon:
Fa added abm on2wol graft:
G," Length:
Ft.
1 S' Ft.
Well: El New ❑Upgrade
rre wwm:
Number or lir : DHNmeWween lNn:
0
3 Ft.
1 fl
Cl'.A aa+(Pr W. a. e):
Total epee
Geed b:
Total absorption Yea:
Ape MYarNI:
Exist' Priv to
fl.
Ft
1020 flt
F810/3034 PVC
Dnaer:
Gaw peed:
SNbc Welar LNN:
M Nw..
pN kW Iw
F,
A+ Home Services
12/8/2000
rWd: Pump Set Y:
C"-W H"N above Grouu:
TANK
GPM fl.
Ft.
SEPARATION DISTANCES
® Septic ❑ Holding ❑ S.T.E.P. ❑ Other:
To
Septic
Absorption
Lift
Holding
PublcMrivat
MaraRa .:
caway:
Fra.
Tank
Field
Station
Tank
Sewerune
Anchors eTank
1000GY.
W.1
109
124
78
LYS
Steel
Number Y CYmpYba :
1 2
SYNpewater
100+
100+
LIFT STATION
24
15
M,rm er
LY Lim
Gal.
24
C
57
Yon lvt a:
pro
um
"Pp Yr NVY Y'.
w
Hghsd mot:
FY-rdabon
ti
h
In
I 100+
100+
PumpMakeaMedM
ENar It p`b""P«rYm,edbr:
cwtomt) in
BENCH MARK
ILL 611
Lbcsoon aft pacrrybon:
a y a. '4 as — re y an
Rear Door Threshhold
Ass a Elmbon:
0 V t"(2 L S
100.0 Fa
Engineer's Stamp
Inspections performed by: Pannone Eng. SVC Dates: 1112/7/2000;
G91H '� �i
2n°12/0812000
.....i.. .... ...... .......n.....�
Department of Health and Human Services approval
_... ........»..... ........ ....�
0� t Steven R. Fornone?C
�#�
Reviewed and approved bv: �% _ W. Z Date: /2.-/q-oo
No. CE 8149
•�� ''••�
(RN. 11189) � lie'
Il '•/`•..-
�h gtESStCT
.•
PERMIT NOj SW000478
COB
EI
52.42
&___64
E4
99.5
53
6
FC
27.4TI
iii190
54.5
T2
60.9
37
Cl
61.7
71.
Ml
71.5
7a
C2
123.6
10`.
M2
124.9
111
.4
r SE
ABgAND❑N
NEW SYSTEM
8 Fx3'x6'EFF
TH1"
\-15
49 •
49TM
AS -BUILT
SEWER SERVICE EXTENSION
LOT 14, BLOCK 3 TALUS WEST S/D
SS DRI V
EXIS
SWELL
IST'G
T'G000 g
PATI TA
P.I.D. NOi 015-201-41
EX -'ST'G 3
H❑ SE
E2��� _
El
F
M1# E3
4
n•��L.1
M2 _......
W 10008
PTIC TANK
L -RUN
ERTER VALVE
EXIST(G FIELD TO
BE REUSED
PND ROUND UTILITIES
EA OF TEST HOLEI
CALL FOR LOCATES.
\ NO ROOM, 3
st.DWG .. - �KK SIZEo 1,000 gallon
'FERC. RATE, 40 MIN/INCH
NOTE
1) ALLWORK SHALL BE PERFORMED SOIL RATING 0.45 (SF/BR)
IN ACCORDANCE WITH AMC15.65.
2) MATERIALS USED SHALL BE IN AREA RgDE 10000SF
SSF/BR)
S
ACCORDANCE WITH THOSE SPECIFIED SYS. TYPES DEEP TRENCH 6'EFF
IN AMC15.65, WASTEWATER DISPOSAL. SIZE 85LFx3' EFF
TOTAL AREA11020 020 SF SF
ten R. Pannone Q rKtrAKtL r uKi
I� Mr. George Paul
No. CE 8149 / � 11856 Wilderness Drive
�.0 Anchorage, AK 99516
(907) 360-31319
pp
aim �' (907) 245-13817
111k
PANNONE ENG. SVC, LLC
P. ❑. BOX 102954
ANCHORAGE, ALASKA 99510
AS -BUILT
PERMIT NO, SV000478 AS-BUILT DETAILS P.I.D. NO, 015-201-41
WASTEWATER ABSORPTI❑N SYSTEM
LOT 14, BLOCK 3 TALUS WEST S/D
NOTEt
1) ELEVATIONS ARE BASED ON THE o
GARAGE DOOR THRESHHOLD W/ V) P
ASSUMED ELEVATION OF 100.0 FT. o m
2) ALLVORK SHALL BE PERFORMED 1n0NV3b
IN ACCORDANCE WITH, 6 ALL METERIALS
SHALL CONFORM TO AMC15.65.
_
u
CL
>4y}.
c
c i uex z
e Z o
L
�--i a'a H3v3 1v SSSkf z
Q ism 801MOM W m
U h ce
}}c
Wo
j}{ . R %a
N 000
f f{3 ai
Y�Ft�
VI N
o Vi o:
S 6.0 m m m n
0 0 �
o N '4t m
I
3AlVA WfIb-lYffi
0
1f10NV37] 'a
1nOM/3'M a`
lnow3m
QL
G\Work\DRAWING\14-3Talus Vest,D V Gv
%
uv+v3b
sut
sS, wuv(Iwn,
4
/ TM
' • �w PREPARED FOR:
Steven R. annone
PANNONE ENG. SVC. LLC
StP
No. CE 8149 i Mr. George Paul P. O. BOX 102954
1� � 11856 Wilderness Drive ANCHORAGE, ALASKA 99510
Anchorage, AK 99516 272-8218 PHONE 8 FAX
Jim
C907) 360-3819 DATE, 12-9-00
1�
��aaa C907) 245-8817 AS-BUILT
MUNICIPALITY OFANCHORAGE
Department of Health and Human Services
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
Permit Number: SW000478
Legal Description: TALUS WEST BLK 3 LT 14
1(ti ePX'C::d n
2totoo e1.1 h
ll I avl o-c���3�v�
Datel�ssued: Nov 13, 2000
Expiration Date: Nov 13, 2001
Parcel ID: 015-201-41
Design Engineer: 0062 Pannone Engineering Services Site Address: 011456 WILDERNESS DR
Owner Name: George Paul Lot Size: 19914 SO. FT.
Owner Address: 11856 Wilderness Dr. Total Bedrooms: 3 Permit Bedrooms: 3
Anchorage , AK 99516 -
This permit is for the construction of:
Disposal Field Q✓ Septic Tank Holding Tank ❑ Privy El 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.
Received By:
Issued By:
Date: (�tl« 177
4 �4L�"/ e /Zk Date:
Pannone Engineering Senices, LLC
Consulting Engineers
November 4, 2000
Municipality of Anchorage
Dept. of Health & Human Services
On -Site Services Section
P. O. Box 196650
Anchorage, Alaska 99519
Subject: Lot 14, Block 3 Talus West S/D
Septic Upgrade Permit
Gentlemen:
P.O.13MI'94
Anchorage, Alaska, 99510
(907)27--8218 Fax
My firm was contacted to conduct a Health Authority Investigate at the above referenced
property. The septic system was found to be in failure. A single test hole was excavated
on October 28, 2000 for a potential replacement system. The soil report and percolation
test results are attached. Ground water was not encountered in this test hole, nor was
bedrock.
The lot is approximately 0.5 acres in size. Lot 14 slopes to the northwest at a rate of
approximately 1 to 2 percent. The proposed installation will be located in the southwest
portion of the lot on a flat area. The proposed location will be greater than 100 feet away
from the existing well serving this property and 25 feet from the water service lines. The
surrounding systems are located greater than 100 feet from the proposed installation.
The lots surrounding this lot are developed, but do not conflict with the proposed
installation. The proposed installation will not impact the future development of the
surrounding or existing lots. See attached design. The new system will maintain over
six feet vertical separation to the bedrock and over four feet vertically to the ground
water.
Please contact me at 272-8218 or 227-3522 if you have any questions.,..,_ U ��i•
Sincerely, �' :S
�••.. :ll
Steven R. Pannone, P.E. {�e> e.<„ R. Pow :on.
�j#i
Attachments: �.' fT,�1�ot1
C: \WORK\ LETTERS\ 14-3TALUSW EST.001. DOC
PERMIT NO, DESIGN P.I.D. NO, 015-201-41
SEWER SERVICE EXTENSION
' LOT 14, BLOCK 3 TALUS WEST S/D
........ /...\
WILD
RNESS �
I
1 + LA$il I "U J .0
wnUSE
2%' E ST'G
EXIST'G 000 , WEL
SEPTI TANK 15.5
ABOAN IN F l fAt�E
�; r OPOSED 1000g
m- EPTIC TANK
-2" 10 `re Ill LL -RUN VALVE
!O SED SYSTEM 10 ERTER VALVE j
8 Fx3'x6'EFF III f
r1r EXIS tri FIELD TO
pj j [(Ar BE REU
TH ONI
DERGROUND TILITIES
EAST OF T HOLEI
CALL F LOCATES.
Il
YLB
/
��pI�t�� J
\ LLl
NO, BEDROOM, 3
G\14-3TolusVes .DWG TANK SIZE, 1,000 gallon
PERC. RATE, 40 MIN/INCH
SOIL RATING, 0.45 gpd/SF
(333 SF/BR)
AREA ROD, 1000 SF
SYS. TYPE, DEEP TRENCH 6'EFF
SIZEi 85LFx3'VIDEx6'EFF
TOTAL AREAL 1020 SF
PREPARED FOR, PANNONE ENG. SVC, LLC
Mr. George Paul P. O. BOX 102954
11856 Vl(derness Drlve ANCHORAGE, ALASKA 99510
Anchorage, AK 99516
(907) 360-3819 272-8218 Phone & Fax
(907) 245-8817 DATE, 11-4-00 DESIGN
PERMIT NO, DESIGN DETAILS P.I.D. NO, 015-201-41
WASTEWATER ABSORPTION SYSTEM
LOT 14, BLOCK 3 TALUS WEST S/D
NOTE,
1) ELEVATIONS ARE BASED ON THE
GARAGE DOOR THRESHHOLD W/
ASSUMED ELEVATION OF 100.0 FT.
2) ALLWORK SHALL BE PERFORMED
IN ACCORDANCE WITH, 6 ALL METERIALS
SHALL CONFORM TO AMC15.65.
a
(L
u c
C— s
U
L2 0 Z
v o 0
L H
U
LIJ
N to
al 17%
a. m
6.0
aN3 NOV3 1V
39% MOlINON
N
C6
m
Irew3m C
3A1VA NIM -Ting
irIONV310 %a
IMNV= a`
ln@IV313 j
O r
C,\Work\DRAWING\14-3TalusWest.DWG8
umr+v313
•
ZC-j ,e •��� Noiivaapox
. a. .ten � 3>}
R. Panne
:E 8149
Mr. George Paul
11856 Wliderness Drlve
Anchorage, AK 99516
C907) 360-3819
C907) 245-8817
PANNONE ENG. SVC.,LLC
P. 0. BOX 102954
ANCHORAGE, ALASKA 99510
272-8218 PHONE & FAX
NTE, 11-4-00 1DESIGN
o
N v1
Qi m
a` m
1nONV313
l: i 2.>•
t
o N
Itm
I
1
aN3 NOV3 1V
39% MOlINON
N
C6
m
Irew3m C
3A1VA NIM -Ting
irIONV310 %a
IMNV= a`
ln@IV313 j
O r
C,\Work\DRAWING\14-3TalusWest.DWG8
umr+v313
•
ZC-j ,e •��� Noiivaapox
. a. .ten � 3>}
R. Panne
:E 8149
Mr. George Paul
11856 Wliderness Drlve
Anchorage, AK 99516
C907) 360-3819
C907) 245-8817
PANNONE ENG. SVC.,LLC
P. 0. BOX 102954
ANCHORAGE, ALASKA 99510
272-8218 PHONE & FAX
NTE, 11-4-00 1DESIGN
o
N v1
Qi m
a` m
1nONV313
l: i 2.>•
t
aN3 NOV3 1V
39% MOlINON
N
C6
m
Irew3m C
3A1VA NIM -Ting
irIONV310 %a
IMNV= a`
ln@IV313 j
O r
C,\Work\DRAWING\14-3TalusWest.DWG8
umr+v313
•
ZC-j ,e •��� Noiivaapox
. a. .ten � 3>}
R. Panne
:E 8149
Mr. George Paul
11856 Wliderness Drlve
Anchorage, AK 99516
C907) 360-3819
C907) 245-8817
PANNONE ENG. SVC.,LLC
P. 0. BOX 102954
ANCHORAGE, ALASKA 99510
272-8218 PHONE & FAX
NTE, 11-4-00 1DESIGN
BOMB LOCI - PERCOLATION TEST ���P�� ""'• • ,y !��
PANNONE ENGINEERING SERVICES
P.O. BOX 102954 49M
mit s}♦
ANCHORAGE,AX99510
(907) 272-8218 ai"""..
Steven R. Pannone•
�1 �I No. CE 8149
PERFORMED FOR: Mr. George Paul DATE PERFORMED: 10-28-00 ••+�14!!!\
LEGAL DESCRIMON: Lot 14, Block 3Talus West 8/D , ` ��•
SLOPEW E LLOR Orgmi�
'' \
1 Topwn l
1 l t EXI T'G 3
3 ML ony8nta HOGS[ J
4 EXIST'G 000
TESTHOLE - SEPTI TANK'
5 `Y ABOANDONIN PLACE
g Grey Silty Gravel .'. •..�
EXISTf i FIELD TO
9 } BE REU ED
10
OM Q
i. H
11
11
13 .. _. ....
WAS GROUND WATER SLOPE
14 ENCOUNTERED? No
IS IF YES, AT WHAT
16 DEPTH? -0- TFSTHOLE
17 DEPTH TO WATER AFTER
MONITORING?
18 DATE: 11-4-00
BOH
19
READING DATE CR068 aE'r DEPTH OF NET
TOLE TIME WATER DROP
10 I0-29-00 1236 6•
1706 30 5 1/4• 3/4•
1306 6•
1136 30 5 1/41 3/4•
1406 6•
1406 52
PEROI.A71ON RATE 40 (min/trnchl FERC HOLE DIAMETER 6 Inches
TEST RUN BEWTEEN 7 FT and 8 FT
COMMENTS: Test hole excavated by A+ Home Svc. Test Hole was presoaked hole excavated by A+ Home Svc. Test Hole was presoaked before pere test.
PERFORMED BY: Steven R. Pannone, P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
wrm ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
30
•
2•
MUNICIPALITY OF ANCHORAGE
(/. DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
II ENVIRONMENTAL ENGINEERING DIVISION
825 L Street • Anchorage, Alaska 99501 Telephone 264-0720
ONSITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
NAMEPHO
c
s
NE
❑ NEW
C
MAILING ADDRESS
LEGAL DESCRIPTION
LOCATION
NO. OF BEDROOMS
O )C
DISTANCE T0:
Well
Absorption area
Dwelling
PERMIT NO.
E Q
W4
Manufacturer
Material
No. of compartments
Liq. capacity in gallons
IF HOMEMADE:
Inside length
Width
Liquid depth
d Y
JV2
DISTANCE TO:
Well
Dwelling
PERMIT NO.
_?
Manufacturer
Material
Liquid capacity in gallons
DWell
w=2me
r
Foundation 0
�.,L
Nearest lot Ime Q f
PEHMIT f'i9a3P -�
J u. Z
f.?w
Length of each lin r
.; 9
Total length of lin
s
Trench width
inches
Distance between li e
GH
O
r
Material beneath the _�
.S inelses
Total effective absorption area
•j70
W
(7
Length
Width
Depth
PERMIT NO.
uF
W
Type of crib
Crib diameter
Crib depth
Total effective absorption area
iW
DISTANCE TO:
Well
Building foundation
Nearest lot line
J
J
Class
Depth
Driller
Distance to lot line
PERMIT NO.
3
DISTANCE T0:
Building foundation
Sewer line
Septic tank
Absorption area(s)
OTHER
f
PIPE MATERIALSn
—C
SOIL TEST RATING
INSTALLER
N
REMARKS
r s•
fh
APPHOVE DATE LEGAL
72-0131Rev. 3178) U r
MUr4 I C I F L ITV OF FINCHC nC3E
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 'L' STREET. ANCHORAGE, AK. 99501
264-4720
ON—SITE SEWER UF:>GRFFF>E PE,R2M I'
PERMIT NO. < 790387 ) Q �U
APPLICANT LINC CONST. 1605 SANDY CIRCLE i-��'� c-/"'
LOCATION TALUS WEST c%hA11
LEGAL L14 B3 TALUS WEST LOT SIZE6Cffi
lu.cs �� 7i
eau15
TYPE OF SOIL ABSORBTION SYSTEM IS: TRENCH 1l/
'MAXIMUM NUMBER OF BEDROOMS = 3 SOIL RATING (SO FTtBR)= 190
THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS:
GEF" -r"= 10 LENGTH= S? GRnVEL_ E>EPTH= 5
THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRRINFIELD.
THE DEPTH OF A 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).
'PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE
PNSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE
NUMBER OF RESIDENCES THAT THE WELL WILL SERVE.
--- TWO <Z!> I NSF='ECCT I ONS FIRE RECZU I REFS ---
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 WELLi OR
150 TO 200 FEET FROM A PUBLIC WELL DEPENDIfJG UPON THE TYPE OF PUBLIC WELL.
OTHER, REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE
AVAILABLE TO INSURE PROPER INSTALLATION.
PEFRM I T EXP I RES F>ECEMF3ER 3%3_. 19?9
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
RESIDENCEIS REMODELED TO IINCLUD MORE THAN 3 BEDROOMS.
APPL
ISSUED BY
LINC
Pau Tt-v'j
_[3 -
V3. 2
GREA^t ANCHORAGE AREA BORGH 1/
+ r Department of Environmental Quality
�a��
1l1 3500 Tudor Road
Anchorage, Alaska 99507
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
NAME -AQ,-7 MAILINGADDRESSrZ� -!1'1?4,PHONE Z`/U--
LOCATION -44 LL LEGAL DESCRIPTION
SEPTIC TANK:
DISTANCE NUMBER OF
FROM WELL /✓ MANUFACTURER r",7772rX._ LTA GMATERIAL •rr` COMPARTMENTS �-
INSIDE LENGTH '� INSIDE WIDTH `LIQUID DEPTH I IQUID CAPACITY GALLONS.
SEEPAGE PIT:
NUMBER OF PITS DIAMETER _�_' OR WIDTH_, LENGTH_, DEPTH
G
LINING MATERIAL ��d.�r CRIB SIZE: DIAMETER_!�_DEPTH_gL_� DISTANCE FROM: WELL �G Z
//'/'COX- TOTAL EFFECTIVE
BUILDING FOUNDATION 3S, NEAREST LOT LINE -��' ABSORPTION AREA (WALL AREA) -SO// SQ. FT.
ADDITIONAL ABSORPTION
WELL:
TYPE ✓'✓_'/lltT -CONSTRUCTION -/'�✓-l<!¢L' L"O�!/.r!` DEPTH �� / DISTANCE FROM:
BUILDING i NEAREST NEAREST SEPTIC SEEPAGE
FOUNDATION LOT LINE /-2 SEWER LINE ✓C TANK 72` , SYSTEM
CESSPOOL O � OTHER SOURCES �C�4'-_
APPROVED �� DISAPPROVED REMARKS
DISTANCES:' -/, n- 71%' DIAGRAM OF SYSTEM
INSTALLED BY:
PIPE MATERIAL: //','^l
LOT SLOPE:
REMARKS: 7•"A '
Form PW -026
S
w
�
c
DATE 7�_?-2/92- APPROVED
GRE.., ER ANCHORAGE AREA Bnl%,Ju . n�,
~ DEPARTMENT OF ENVIRONMENTAL QUALITY 1 ' RMIT NO.
3300 TUDOR ROAD POUCH 6.650
ANCHORAGE. ALASKA 99502
TILIP„OMI 279.8686
SEWAGE P`•' DISPOSAL SYSTEM - APPLICATION AND PERMIT
NAME OF APPLICANT m— I 1- MAILING ADDRESS � ��� I� PHONE
INSTALLATION LOCATION/ 'f' f %f ✓Q` J ��f Ll(--
LEGAL DESCRIPTION - G /`Y
INSTALLATION OF: SEPTIC TANK - �X SEEPAGES PIT- �:12!�DRAIN FIELD OTHER
TYPE AND SIZE Of FACILITY TO BE SERVED
FINANCED THROUGH \\ TO BE INSTALLED BY -
SOIL TEST RESULTS \11th NOTE, THIS PERMIT 15 NOT VALID WITHOUT SOIL TEST
COMPLETION DAT[ ANTICIPATED
FINAL INSPECTION, 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECUTION.
SEPTIC TANK SIZE O I TYPE
MINIMUM DISTANCES, REQUIREMENTS
FOUNDATION TO SEPTIC TANK
FOUNDATION TO SEEPAGE PIT CqO , DRAIN FIELD
SEPTIC TANK TO SEEPAGE PIT WALL �S
SEPTIC TANK U SEEPAGE PIT DRAIN FIELD
TO NEAREST LOT LINE. f /
WELL TO SEPTIC TANK �O SEEPAGE PIT
DRAIN FIELD ALSO CONSIDER AREA WELLS,
WATER MAIN TO SEPTIC TANK SEEPAGE PIT a
DRAIN FIELD
SEPTIC TANK. SEEPAGE PIT /CJD DRAIN FIELD ,
TO RIVER. LAKE. STREAM.
D OU SSI
EKG[V STURBCD SOIL.
4 INCH DIAMCTLR CAST IRON PIPES ON SEPTIC TANK AND SEEPAGE PIT
FITTED WITH AIRTIGHT REMOVABLE CAPS.
GRAVEL BACKFILL
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION,
HEALTH AUT' -TY
OR
LICENSED DC 1 HER
AREA SIZE
1 CERTIFY THAT 1 AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA
DESCRIBED SYSTEM 16 IN ACCORDANCE WITH SAID CODE. J\J
DATE APPLICANT'S SIGNATV R[ v
TYPE
DIAGRAM OF SYSTEM
NANCE NO. 26.6S AND THAT THE ABOVE
ORGANICS
ORGANIC SILT
• T.H.-I
SILTY SANDY GRAVEL
'.o'
W/COBBLES Med. Dense
7-21-72
n
C
o• o'
0.0'
0.5'
SAND W/PEBBLES (SP)
I ��
I.0
o, u
SILT SANDY GRAVEL
Med. Dense (GM)
`i
o:
{o•o
0 �L•
5.0'
::•a
SANDY GRAVEL (GW)
G�; 0
'O
Oq
7.5'
11.0
15.0,
No w
Note:
Minor
water seep at 7.5 .
Hole excavated
with
tractor mounted backhoe.
owar Nugent
Property
Engineering a Geological
Conoultanta LOG
OF TEST
BORINGS
ANCMOAAOf r^snnANks ALASKA
JUNCAY Anchorage
Alaska
GATE 7-21-72 SCALE I•z 2 OWN
BY GgVy CNKD BY y/Ep PROD. NO. 26540-9 DWO NO. A-01
ORGANICS
ORGANIC SILT
:'�'•'
SILTY SANDY GRAVEL
'.o'
W/COBBLES Med. Dense
(GM)
n
C
o• o'
SAND W/PEBBLES (SP)
I ��
o, u
SILT SANDY GRAVEL
Med. Dense (GM)
A,o
o:
{o•o
0 �L•
::•a
SANDY GRAVEL (GW)
G�; 0
'O
Oq
"r-\
h,.Q Y-, - - d o o r , ",
{� houses
w
Q.t e4,4
OCb 0-� CA-ar
�l o(�Sl�
12 t o
5-V_t- w
5�
1 � .
ic
Cil., In RFU
A-cl clLov
R&M ENGINEERING & GEOLOGICAL CONSULTANTS
7� 229 EAST 51st. AVE. — P.O. BOX 6087 — ANCHORAGE, ALASKA 99503
TELEPHONE 907-279-0483 TELEX 090-35419
Civil Engineers Geologists TELEX
Surveyors
JAMES W. ROONEY, P. E.
MALCOLM A. MENZIES. P.E., L.S.
JAMES H. WELLMAN, P.E.
July 25, 1972
Mr. Howard Nugent
Star Route A
Box 1591-N
Anchorage, Alaska 99507
R & M No. 26540-9
RE: Test Hole and Soil Log Report for Sanitary System
Lot 14, Block 3, Talus -West S/d
Dear Mr. Nugent:
RALPH R. MIGLIACCIO
Engineering Geologist
We are submitting herewith the test boring results and our comments regarding
soil conditions encountered at the subject site. This investigation was performed
in accordance with your request of July 21, 1972, and those procedures outlined in a
letter dated September 13, 1971 by Mr. Rolf Strickland of the Greater Anchorage
Area Borough Department of Environmental Quality.
A single test hole was put down within the Lot 14 area for the purpose of defining
general subsurface soil conditions for the proposed sanitary system. Excavation
was accomplished with a tractor -mounted backhoe and the test hole was extended
to a total depth of 1S feet below ground surface. The final log prepared for the
test hole has been included in Drawing A-01.
Ground water was not encountered in the test hole.
We appreciate being given this opportunity to be of service to you. Should you
have any questions with regard to the above, please do not hesitate to contact us.
Very truly yours,
R & M ENGINEERING & GEOLOGICAL CONSULTANTS
/JaZW. Rooney
JW R:wb
Enclosure
xc: Greater Anchorage Area Borough
RECEIVED
JUL .:. v I7/L PM
GREATER ANCHORAGE AREA BOROUGH
CEPT. OF ENVIRONMENTAL QUALITY
ANCHORAGE FAIRBANKS JUNEAU
•
�
1
tj•0'
4Av
Municipality of Anchorage
-•1 Department of Health and Human Services
h Division of Environmental Services ����
On-Site Services Section 825'1' Street Room 502 tow
w
P.O. Box 196650 Anchorage, AK 995IM650
vAv%v.ci. anchcrage.ak. us
(907) 34311744
CERTIFICATE OF HEALTH AUTHORITY APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 015-201-41 HAA 000 G?O
Expiration Date:
1. GENERAL INFORMATION
Complete legal description Lot 14 Block 3 Talus West SID
Location (site address or directions) 11856 Wilderness Drive
Current Property owner(s) George Paul Day phone 360-3819
Mailing address 11856 Wilderness Drive Anch AK 99516
Lending agency Day phone
Mailing address
Real Estate Agent Barbra Bowden Day phone 727-2272
Mailing Address
Unless otherwise requested, HAA will be held by DHHS torpickup. HAA picked up by:
2. NUMBER OF BEDROOMS: 3
3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL:
Individual Well ' ® Individual On-site
'Individual Water Storage ❑ Individual Holding tank ❑
Community Class Well ❑ Community On-site ❑
Public Water System E] Public Sewer ❑'
The Municipality of Anchorage Department of Health and Human Services (DHHS) Issues Certificates of Health
Authority Approval '(HAA) based only _upon the representations given in paragraph 5 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) on properties served by a single family on-site wastewater
disposal and/or water_.supply system. DHHS also issues HAAs upon request to home owners. 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 less than 30 days old. 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.
(RWAL"
S. 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 Health Authority Approval
application shows that the on-site water supply and/or wastewater disposal system is 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 in compliance with all applicable Municipal and State
codes, ordinances, and regulations in effect at the time of installation.
Name of Firm _Pannone Eng. Svc. Phone -272-8218
Address P.O. Box 102954, Anch, AK 99510
Engineer's Printed Name Steven R. Pannone, P.E. Date 12/9/2000
�,..-
Ly 49TH'
6. DHHS SIGNATURE Steven R. Pannone:
-� �1 �•., No. CE 8149 :'��
iG
Approved for bedrooms....... ••'�S'�
Disapproved. +0++ .41�
Conditional approval for bedrooms; with the following stipulations:
Municipality of Anchorage ['�
(• �`! Department of Health and Human SR&O E I V E D
Division of Environmental Services
On -Site Services Section 825'L' Street Room 502 2000
P.O. Box 196650 Anchorage, AK 99519-6650 DEC 112000
www.ci.anchorage.ak.us
(907) 343-4744 MUNICIPAr,LLIITY OF ANCHORAGE
HEALTH AUTHORITY APPROVAL CF Myg AL SERVICES DIVISION
Legal Description: L14.83 Talus West Parcel I.D.: 015-201.41
A. WELL DATA
Well type PRIVATE If A, B, or C provide PWSID #
Date completed 611/1872 Sanitary seal Y
Total depth 79 It Cased to 79 ft
FROM WELL LOG
Date of test (�N�.cpc✓�v
Static water level ft
Well production g. p.m
WATER SAMPLE RESULTS:
Coliform : ) — colonies/100 ml Nitrate to b I mg/I
Well Log N
Wires properly protected Y
Casing height (above ground) 19 in.
AT INSPECTION
1018/2000
6+ 9 -p.m
Other bacteria colonies/100 ml
Date of sample: 12x//2000 Collected by: S.R.PANNONE
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material STEEL
Date installed 12/7/2000 Tank size 1000 gal Number of Compartments 2
Cleanouts Y Foundation cleanout Y Depression over tank N High water alarm
Date of pumping
C. ABSORPTION FIELD DATA
Pumper NEW TANK
Date installed 1218/2000 Soil rating (g.p.d.M2 or ftZ/bdrm) 0.45 System type OT
9T
Length ft Width 3 ft Gravel below pipe 6 ft
Total depth 12 ft Effective absorption area 1020 ft2 Monitoring tube Y Depression over field N
Date of adequacy test ^ Results (Pass/Fail) PASS For 3 bedrooms
Fluid depth in absorption field before test NEW FIELD in Water added_ gal. New depth in.
Elapsed Time: min Final fluid depth in Absorption rate >= g.p.d.
Any rejuvenation treatment (past 12 mo.) (YIN & type) If yes, give date
(Rev. 11/99)
D. LIFT STATION
1
Date installed Size in gallons N/A
'Pump on' level at _ in'Pump off" at in
Datum Cycles tested
E. SEPARATION DISTANCES
Manhole/Access
High water alarm level at in
Meets alarm 8 circuit requirements?
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot 109 On adjacent lots 100+
Absorption field on lot 124 On adjacent lots 100+
Public sewer main N/A Public sewer manhole/cleanout N/A
Sewer /septic service line 78 Holding tank 100+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO
Building foundation 24 Property line 24 Absorption field 25
Water main NIA Water service line 50+ Surfacewater 100+
Drainage 100+ Wells on adjacent lots 100+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 15 Building foundation 57 Water main N/A
Water Service line 75+ Surface water 100+ Driveway, parking/vehicle storage 50+
Curtain drain 100+ Wells on adjacent lots 100+
F. COMMENTS
G. ENGINEER'S CERTIFICATION •••P\ �� �S [9�
i'J .� 1
1 certify that I have determined through field inspections and
review of Municipal records that the above systems are in Cj "
conformance with MOA HAA guidelines in effect on this date. V`a -^—^ ""•
r` ;Stever, r. F'cnnorc
IIcC
Engineer's Printed Name Steven R. Pannone. P.E.Ij A'••., NO. c �8149
r
Date 12-9-00 ���e.R•Egta��i••
HAA Fee $ _ S N.
ad '
Date of Payment /Z-// O 0
Receipt Number
(Rev. 11199)
Waiver Fee $ _
Date of Payment
Receipt Number
Date installed Size in gallons N/A
'Pump on' level at _ in'Pump off" at in
Datum Cycles tested
E. SEPARATION DISTANCES
Manhole/Access
High water alarm level at in
Meets alarm 8 circuit requirements?
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot 109 On adjacent lots 100+
Absorption field on lot 124 On adjacent lots 100+
Public sewer main N/A Public sewer manhole/cleanout N/A
Sewer /septic service line 78 Holding tank 100+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO
Building foundation 24 Property line 24 Absorption field 25
Water main NIA Water service line 50+ Surfacewater 100+
Drainage 100+ Wells on adjacent lots 100+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 15 Building foundation 57 Water main N/A
Water Service line 75+ Surface water 100+ Driveway, parking/vehicle storage 50+
Curtain drain 100+ Wells on adjacent lots 100+
F. COMMENTS
G. ENGINEER'S CERTIFICATION •••P\ �� �S [9�
i'J .� 1
1 certify that I have determined through field inspections and
review of Municipal records that the above systems are in Cj "
conformance with MOA HAA guidelines in effect on this date. V`a -^—^ ""•
r` ;Stever, r. F'cnnorc
IIcC
Engineer's Printed Name Steven R. Pannone. P.E.Ij A'••., NO. c �8149
r
Date 12-9-00 ���e.R•Egta��i••
HAA Fee $ _ S N.
ad '
Date of Payment /Z-// O 0
Receipt Number
(Rev. 11199)
Waiver Fee $ _
Date of Payment
Receipt Number
• MUNICIPALITY OF ANCHORAGE
O DEPARTMENT OF HEALTH & HUMAN SERVICES
Division of Environmental Services Ila
On Site Services Section
P.O. Box 196650 Anchorage, Alaska 99519.6650
343-4744 .
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWELLING
Parcel I.D. # HAA # la Q°��p a LnfS
1. GENERAL INFORMATION
Complete legal description 110 i 114, B K 3 —I S 1. i� Si
Location (site address or directions) — it 8 rj(o %y -i t tde_r. 0,r-,
Property owner
Mailing address
Lending agency
Day phone t%ZB — &197
Day phone
Mailing address
Agent �u l o �1< �t f" l4X Day phone
� a
Address -_ 62 (ado CA y4d✓ a
Unless otherwise requested, HAA will be held for pickup. .
2. NUMBER OF BEDROOMS: 3 '
3. TYPE OF WATER SUPPLY: /
Individual well
Community well
- _ Public water
NOTE: If community well system, provide written confirmation from State ADEC attest-
169,
ttest-
169 fo the legality and status of system.-
4.
ystem.
4. TYPE OF WASTEWATER DISPOSAL: /
Individual on-site Y
Holding tank
Community on-site
Public sewer
NOTE: If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
rlaaOW1121) Fo MOAN"
5. STATEMENT OF INSPECTION BY ENGINEER ,
As certified by my seal affixed hereto and as of the validation date shown below, l verify that my
Investigation of this Health Authority Approval application shows that the on-site water supply
and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms
and type of structure indicated herein. I furtherverify 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 in compliance with all Municipal and State codes,
ordinances, and regulations in effect on the date of this Inspection.
Name of Firm 1 O bbc►1 � �v r V L k14-ae L E: Phone A74-3 916
Address �0 3 Vv IS All 9,20 3
Engineers signature Date
&7-DHHS SIGNATURE
Approved for
"Disapproved.
LO
bedrooms.
\ J C2-<^_25
Conditional approval for bedrooms, with the following stipulations:
Additional Comments
The Municipality of Anchorage Department of Health and Human Services (DHHS) Issues Health Authority
Approval Certificates based only upon the representations given in paragraph 5 above by an Independent
professional engineer registered In the State of Alaska.The DHHS does this as a courtesy to purchasersof homes
and their lending institutions in orderto satisfy certain federal and state requirements. Employees of DHHS do not
conduct Inspections or analyze data before a certificate is issued. The Municipality of Anchorage Is not
responsible for errors or omissions in the professional engineer's work.
non (P • uv+) 13 m uw m
• ® Municipality of Anchorage
Department of Health and Human Services
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: Lc'r I q. T K 3 —i At_v s WE sr Parcel l.D. 015- 9.01 — 41
A. Well Data
Well type Z If A, B, or C. attach ADEC letter. ADEC water system number N�i*-
Log present (Y/N) N Date completed 1972 Driller
Total depth 71 Cased to 71 Casing height 19 n
Sanitary seal (YIN) Y Wires property protected (Y/N) y
WATER SAMPLE RESULTS:
Date of sample:
B. SEPTIC/HOLDING TANK DATA
►M 1 Other bacteria
by: 11's.
7
Date installed =z-/7 Z- Tank size /0-aU Compartments .91
Cleanouts (Y/N) V Foundation cleanout (Y/N) N Depression (Y/N) N
High water alarm (Y/N) P1/A Alarm tested (YM) ly/A
Date of pumping lola&hs- Pumper A+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO:
Well(s) on lot 72 On adjacent lots 1640 f Foundation 9
To property line > /0 Absorption field A-5 Water main/service line >s'o
Surface water/drainage N o k e-
zz-MrM*Front CONTINUED ON BACK PAGE
FROM WELL LOG
AT INSPECTION_
Date
of test
Static water levelrn
Well flow
g.p.m. % g.p.m.
^'
a
Pump levell
> Ly
m
Zn
SEPARATION DISTANCES FROM WELL TO:
to '
Septic1holding tank on lot
72
; On adjacent lots 117-
17-Absorption
Absorptionfield on lot
/P .P-
; On adjacent lots 1 ZD
Public sewer main
NIA
Public sewer manhole/cleanout
K/'A
Sewer service line
> 5o
Petroleum tank rqO Ke
WATER SAMPLE RESULTS:
Date of sample:
B. SEPTIC/HOLDING TANK DATA
►M 1 Other bacteria
by: 11's.
7
Date installed =z-/7 Z- Tank size /0-aU Compartments .91
Cleanouts (Y/N) V Foundation cleanout (Y/N) N Depression (Y/N) N
High water alarm (Y/N) P1/A Alarm tested (YM) ly/A
Date of pumping lola&hs- Pumper A+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO:
Well(s) on lot 72 On adjacent lots 1640 f Foundation 9
To property line > /0 Absorption field A-5 Water main/service line >s'o
Surface water/drainage N o k e-
zz-MrM*Front CONTINUED ON BACK PAGE
C. UFT STATION
a
Date Installed Manufacturer
Size in gallons Manhole/Access (Y/N)
Vent (Y/N)
'Pump on" level at
'Pump off" Level at
High water alarm level Cycles tested
Meets MOA electrical codes (Y/N)
SEPARATION DISTANCE FROM LIFT STATION TO:
Well on lot On adjacent lots Surface water
D. ABSORPTION FIELD DATA
7
Date Installed 1 e Sol rating (GPD/Ftz) /'70 System type
Length / Width 3 Gravel thickness Totat depth
Total absorption area 610 Cleanout present (YIN) Depression over field (Y" N
Date of adequacy test 64-d /'?f Results (passltaii) for 3 Bedrooms
Water level in absorption field before test After test y9ai 41T� 3z51�
Peroxide treatment (past 12 months) qlk M yes, give date
SEPARATION DISTANCE FROM ABSORPTION FIELD TO:
Well on lot 105 On adjacent lots > /6'0 Property line
To building foundation L To existing or abandoned system on lot N/l*.
On adjacent lots > 32 D Cutbank N b "'e Water malNservice line 7 SO
Surface water No v-- Driveway, parkingNehicle storage area So t
Curtain drain N l 0
E. ENGINEER'S CERTIFICATION
1 cen)fy that I have checked, verified. or conformed to all MOA and NAA guidelines in effect on the date of this inspection.
Signature r
Engineer's Name 1 n166 &1 %vvlodfLKa i�.t
Date 7, 19' 9i
HAA Fee $
Date of Payment 7 — 7 —y5
Receipt Number Z(i -7 1
72 -MB i"S'm)• Back
Waiver Fee $
Date of Payment
Receipt Number
• MUNICIPALITY OF ANCHORAGE
• 1- Department of Health & Human Services _
DIVISION OF ENVIRONMENTAL SERVICES ,
..r_/..-0... 343-4744
CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF
ON-SITE SEWER AND WATER FACILITY FOR SINGLE FAMILY DWELLING
Parcel l.D.q.�1 261-'1-t 1 01f-1.1 "1
-
t�,
1. GENERAL INFORMATION (Must be completed prior to submittal) t
(a) Legal Rescription, ((nclude lot, block, subdivision, section, township, range)
Lot 14;�BLock 3; Talus West
Location (address, or directions) ;.
11856 WLLtdehness=DnL@(<
(b) Property owner r tri .RPh k�t ne Telephone: (home) Business
Mailing Address'
(c) Lending Institution'' Telephone '
Mailing Address
(d) Real Estate Company and Agent JACK WHITE COMPANY
ATTN: Lahau Clank
Address 3201 C Staeet Suite 100 Anchoitage,
Alaska 99503
Telephone 563 5500`
Ire\\ `: •
- fi_
(e) Mail the HAA to the following address: (or check here$ If hold for pick up.) >
'
List contact person and day phone number below:
t•'
5 & 5 ENGINEERING
•,
-
17034 Eagle River Loop Road No 2&4
Yr.
: .
Eagle River Alaska 99577
t
2. TYPE OF RESIDENCE `
Single -Family RX Number of bedrooms 3
r. },..
3. WATER SUPPLY
Individual Well fix . Community ❑ Public ❑
Note: If community well system, must have written confirmation from the State Department
of Environmental
Conservation attesting to th legality and status.
4. SEWAGE DISPOSAL
On-site IZ~x Public ❑ Community ❑ Holding Tank ❑
Note: If community well system, must have written confirmation from the State Department of Environmental
Conservation attesting to the legality and status.
n-025 JR". 7/88) Page 1 of 2
-Z 10 Z e6Ed aorefmz,"e3Smu
i.a(� .z i_a •.. H',i o. �r al, ftp f l.+! _) it (i to Slfl,r
Atom s jaou!6ua IEuo!ssalad eyl u!
•
sjo;aqujepezA!e
uejosuoisslwojosioija-jo a1isuodsa�1ousie69jo ouVti�ewanssis!aeJ!Saoe
_...• . 1-..
suo!lgadsu!lonpuoolouopSHHOlasaaAoldw34s.luawajuba..
puE le�apal u!euao A;slles ol�ap�o u ! suo!1nl!lsu!
6u!puol j!a4l Pug sawo4 10 siase46ind ol-Asalinoa.E.sE s!41 scop SHHO 041'9>IsgIV 10 0iiaig a4f_ u! paialsl6ai
_�aau!6ue Ieuoissaloid luepuadepu! ue Aq enoqu g gdaiBuied u1 uen!6 suo!lquesaidai e4l uodn Aluo paseq peleo!J!iao
lCAOJddyAi!jo4I6V ililiaeH sanss! (SHHO) saoitueS uewnH pue 41leaH loluawlJgdaO e69jo14ouVloAi!led!o!unlry ey1
•
IenaddV Ieuo!i!puop to swiai
leuo!l!puoO panaddeslO. panaddy
Aq swoojpaq Jo} panaddy
IVAOHddV SHHC '9
eleO
LLS.,y-r ,n •lRe — ssaippV
taLL
G 62��76 suo4delal -Du' . 358 —13 10 ewEN _.
�uo!loadsu! s!4110 elep eql uo loalla u! suo!leln6ai pu9'saoueu!pio'sapoo e1eiS i
pug Ied!olunyy pe 41!m eouu!!dwoo ui s! walsAs Iesods!p jolemalsem jo/pue Alddns jalgm ells-uo e4l 'uo!loadsui
pue uo!le611sanu! Aw wal
pug sal!} e6ejo4ouV to Ai!led!o!unlnl e41 wwl pau!elgo uo!lewiolut e141 uo paseq ~
1941 AJuan je4linl I •u!aja14 pal9o!put einlonuls to edAl pug swoojpaq Jo jagwnu e4l jol elenbape pug Ieuo!lounl
'el9s s! walsAs I9sods!p jalemalsem jo/pue Alddns Salem ells-uo 0141 1941 smogs I9AaddV Al!jo4lnV 4lleaH i
s141 JO uo!le6!lsanu! Aw lg4l AI!Jan I'molaq umo4s elep uo!lgp!len e4l to s9 pue o1a�a4 pax!;le IEas Aw Aq paipliao sV
r
NOIIVWHOdNI CNV VIVC'HOdV3S 3'1ld'S1S31'SNO11O3dSNl ONIOIAONd WHId JNIl133NION3 *9
- i
.r.
MUNICIPALITY OF ANCHORAGE (MOA)
Health Authority Approval (HAA)
CHECKLIST - FEBRUARY 1984
343-4744
I P-k���C'
14`
A. WELL DATA
Legal Description:
Well Classification 1rJp1✓►0JA-1.a
If A, B, C, D.E.C. Approved (Y/N)
Well Log Present (Ya Date Completed "t `qty Yield -7,67
7r67 4 PH
Total Depth Z �l Cased to 47t2 -t Depth of Grouting _ Cry _ 1 t - 9
Static Water Level Sd Pump Set At 0
Casing Height Above Ground 1 Z N'r Sanitary Seal on Casing4-WN) --Y
Electrical Wiring in ConduitV/N) Depression Around Wellhead (YN�
SEPARATION DISTANCES FROM WELL:
5
To Septic/Holding Tank on Lot 7
7e ; On Adjoining Lots jr
To Nearest Edge of Absorption Field on Lot t ci ; On Adjoining Lots
To Nearest Public Sewer Line ra 14, To Nearest Public Sewer Cleanout/Manhoie
To Nearest Sewer Service Line on Lot 25 k -
Water Sample Collected by 5LkS 6144I OE6 --ItzG ; Date
511- 90
Water Sample Test Results 17A�►Sr'�i� —� t� t ii5
CommentsIL��'*-�✓ ltJt-C� 7-2'L72
B. SEPTIC/HOLDING TANK DATA
Date Installed l-1-yI L Size 1ckPL> No. of Compartments • -
Standpipes (YIN) ��Air-tight CapsV/N) V_Foundation Cleanout (Y/6?
Depression over Tank (Y(f� Date Last Pumped S 14 qO
Pumping/Maintenance Contact on File (Y/N1 P ; for —�
Holding Tank High -Water Alarm (Y/N) A Temporary Holding Tank Permit (Y/N) ra
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK:
To Water -Supply Well To Building Foundation —_
To Property Line log To Disposal Field t 0
To Water Main/Service Line Iol-1'
To Stream, Pond, Lake or Major Drainage Course t W ly
Comments �� -1-6r^ef, sdg-%A1 &
72-M (Ft". 7/68) Frwl Page 1 of 2
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata )` (:>74j' �"4E.. Type of System Desigi�l r T�zr� NES
Date Installed nil Length of Field `� _T_Drl�
Width of Field
'b
Depth of Field tt
Gravel Bed Thickness
5�
Square Feet of Absortion Area *7 r Statndpipes Presento?N)
Depression over Field (YM Date of Last Adequacy Test S- I t-`40
Results of Last Adequacy Test Z f sf_ y - S
SEPARATION DISTANCE FROM ABSORPTION FIELD:
To Water -Supply Well To Property Line I o
To Building Foundation 1 ��; To Existing or Abandoned System on
Lot N /n ; On Adjoining Lots a'4 -
To
1To Water Main/Service Line To Cutback (if present) 0
To Stream, Pond, Lake, or Major Drainage Course t a (.t-
To
'rTo Driveway, Parking Area, or Vehicle Storage Area 75I 't
Comments r1GE. -1141; Yri' 12*2 fyl�lw60 Ir 1110 ::OCL PIT FUL--
f�TP�aG
D. LIFT STATION
Date ailed
Size in Gallons
"Pump On" Level at
High Water Alarm Level at
Tested for
Meets MOA Electrical Codes (Y/N)
Comments
Dimensions
Manhole/Access (Y/N) .
"Pump Off' Level at
"Check Permitted Bedroom Rating Against HAA Request"
during Adequacy Test.
certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect pp the date of this
inspection. ,.�,c�� %h
Signed ZLS66.3I4e1V 'JDAI2l 01697 �,',pL"„ .,,',�• (� ►`,
' 'JN peoa doo-I JaAIB of e3 KOL �vy'••• �'..�s91
Company 833l89lI3� s : �
/ �� 00 »gine real
Date / 7
MOA No.
No. 143741
Receipt No. '��r' `-�� j ` Receipt No.
Date of Payment ? Waiver Fee: $ —
Amount: $ 1.?Z)_ /2 C) Date of Payment
n-0m(Rw.?i8e) 8wk Page 2 of 2
j r"sMUNICIPALITY OF ANCHORAGE/y
• DEPARTMEN OF HEALTH AND ENVIRONMENT PROTECTION
825 L Street, AnchoraaP. Al kal 99501
Roe,264-4j2Qp�_ C�
" �,�
sup
i�'� _g-1� busDate Received: October 25, 1977
i
#1: Time #2: Time #3: ime P,
i
Date xe/. Date V. 1476, 1 LA-, Da _ _I LX__.3&
Insp 1 • Insp Insp
REQUEST FOR APPROVAL OF INDIVIDUAL SEWER AND WATER FACILITIES
1. Lending Institution Request: Brokers Title Company
Mailing Address: 4797 Business Park Boulevard Phone:
2
3.
Property Owner: John Hollomon
Mailing Address:
Legal Description:
Star Route A Box 1587-H 99507
17 fo- oc> C>
Phone: 344-1998
Lot 14 Block 3 Talus West Subdivision
4: Single Family Residence: (%)
Multiple Family Residence: ( )
Number of Bedrooms: Three
Number of Bedrooms:
5. Well System: Individual Well (4 Community/Public System ( )
Permit # D@pth of Well260' Well Log on File
Construction J
j Bacterial Analysis
6. Sewage Disposal System: On-site System (X) Public Utility.( )
Permit # Installed 1973 f91a Installer
Septic Tank Size / O VC-') Manufacturer!
Absorption Area OL Soils Rate A!E��.t'�T) Material r, Ih�_
o,
7. Distances: Well to Septic Tank to Absorption Area j0
to Sewer Line Nearest Lot line I Absorption Area
1 �
to Nearest Lot Line 7 S
Page Tflio
Department of Health and Environmental Protection
Request for Approval of Individual Sewer and Water Facilities
Legal Dcscription: Lot 14 Block 3 Talus West Subdivision
rnmmAnfa
Affadavit Attached: ( Letter Attached: ( )
Z
i vc l
o
Approved: Date:
Disapproved: Date:
Department Worksheet:
r
% b1V IPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECl.�N
\�*ai 2510 East Tudor Road, Anchorage, Alaska 99504 276.2221 7 7
REQUEST FOR APPROVAL OF
INDIVIDUAL SEINER and WATER FACILITIES
1.: Type of Inspection: CMRO VA FHA CONYX,
2. Property Owner: John Hollomon
Mailing Address:
SRA 1587-H Anchorage Day Phone:344-1998
3. Name of Buyer: Hans K Rudolph
Mailing Address:_ P.O. Ix. 2592 Reno, Nev. Day Phone: ?77—dU41—
4. Name of Lending Institution: Brokers Title Co (Assumption)
Mailing Address:4797 Business Park Blvd Phone: 276-2118
5. Name of Realtor cr Agent: Clyde Lower of Jack 4Nhi to Co
Mailing Address: 3201 C St An o�—Phone: 277-155.3
6. Legal Description: Lot 1 Bl Talus I7est Sub
Location: NHPi Wilderness Land
7, Type of Facility to be Inspected: Residence No. Bdrms. 3
B. water Supply Well
Type of Supply: Public Utility Individual
If Individual, number of dwellings presently served 1
If Individual, depth of well 260'
9. Sewage Disposal System
Type of System: Public Utility Individual (on-site) �S
If Individual, date of installation 1
MUNICIPALITY OF ANCHORAGa
DEPT. OF HEALTH &
ENVIRONMENTAL PROTECTION
OCT 2,51977
72RECEIVED