HomeMy WebLinkAboutBEAR VALLEY BLK 3 LT 4Bear Valley
Block 3
Lot 4
#020-431-03
Municipality of Anchorage o
Development Services Department V p'��
Building Safety Division
On -Site Water & Wastewater Program, 4700 South Bragaw St. s A r e ,
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anehorage.ak.us (907) 343-7904 Page 1 of 3
On -Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: SW020058 PID Number: 020-431-03
Name: Wastewater System: X New ❑ Upgrade
CHRIS &STEPHANIE YOUNG Y pg
Address:
2240 SENTRY DRIVE #101* ANCHORAGE, AK 99507
ABSORPTION FIELD
Phone: No. of Bedrooms:
(907) 677-7925
3 ❑ Deep Trench ■ Shallow Trench ❑ Bed ❑ Mound ❑ Other
LEGAL DESCRIPTION
Total Depth from original grade:
SO11 Rating: 2.0 8.0
GPD /Sq. Ft MAX Ft.
Block: Lot: Subdivision:
Depth to pipe bottom from original grade: Gravel depth beneath pipe:
3 4 BEAR VALLEY
3.97 MAX Ft. 4.03 Ft.
Township: Range: Section:
nu added above original grade: Gravel length:
— —
— SEE DWG Ft. 45 Ft.
C3WELL: ■ New Upgrade
Gravel width: Number of lines:
5 1
(Distance between lines:
—
Ft.
Ft.
Classification (Private, A.B,C): Total Depth: Cased To: Total absorption area: Pipe material:
PRIVATE 187 Ft.
40 Ft. 450 so. Ft. D 3034/ F-810
Driller. Date Drilled: Static Water Level: Installer: Data installed:
ALPINE DRILLING 7/17/02 37 BEEK CONSTRUCTION 9/12-14/2002
Ft.
Yeld:
Pump Set At:
Casing Height Above Ground: TANK
10 GPM1
UNKNOWN Ft.1
2 Ft.
SEPARATION DISTANCES
❑ Septic ❑ Holding ❑ S.T.E.P. ■ Other
To Septic Absorption Lift Holding
Public/Private Manufacturer. Capacity in gallons:
ANCHORAGE TANK 1500
From Tank Field Station Tank
sewer Lines
Well 100'+ 100'+ 100'+ —
Material: Number of compartments:
25'+ FIBERGLASS 2
Surface Water 100'+ 100'+ 100'+ —
— LIFT STATION
Lot Line 5'+ 10'+ 5'+ —
Size in gallons:
— 1500
Manufacturer:
ANCHORAGE TANK/ORENCO SYSTEMS
"Pump on" level at:
"Pump off" level at:
High water alarm at:
Foundation 5'+ 10'+ 5'+ —
— TIMER
I TIMER
1 46
Pump Make h Model:
Electrical Inspections performed by:
Curtain Drain NONE KNOWN
MODEL 30 1/2HPI
M.O.A.
Remarks:
BENCH MARK
—THIS IS AN ADVANTEX TREATMENT SYSTEM
Location and Description:
TOP OF GARAGE SLAB ® PAINT
MARK ON NORTWEST SIDE
(Assumed Elevation:. 101600
Ft.
ENGINEER'S SE
Qoop�S`��
Inspections performed by: AKWWC, INC. Dates: ist . • * D
2nd 9/14/2002/2IS
3rd 9/25/2002a "' •' ""• '
••Je'fr y A. Garne
:•'
Development ices D partment Approval 4 E-7953 er p
Q
Reviewed and approved b
Pp y
/ / / p'
Date: / 6 03 �Ve�e�Profession°ate
40000�`�0�
(Rev. 12/01)
1
PERMIT NUMBER:
AS -BUILT DRAWING
PARCEL ID NUMBER:
SW020058
020-431-03
tA
B
....
FCO
32.30 37.89
CO
,1
60.295 50.89
POD
64.660 51.96
i 4 MH
70.17 54.01 NEW DRAINFIELD
t DBL1
73.83 62.23
DBL2
C01
74.25 63.21 ry ALTERNATE SITE
53.05 73.76
CO2
89.51 81.53
MT1
56.71 75.57
MT2
88.24 82.33 �1y
2 TTH#2
TH#
NEW 1500 GALLON"
ADVANTEX TREATMENT UNIT
\
t
/
NEW
\
\
3 BEDROOM
HOUSE
f
\\
NEW
WELL
/
DATE:
rt .,
1/6/2003
s5 A "h
.�.. DRAWN BY:
ALASKA WATER & WASTEWATER c G.
CONSULTANTS, INC.���scnLE:
6901 DEBARR ROAD, SUITE 213 •ANCHORAGE. AK 99504 'PHONE (907)337-6179 ' FAX (907)3383246
1 " = 40'
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
CHRIS & STEPHANIE YOUNG (907) 677-7952 2 OF 3
LEGAL DESCRIPTION:
BEAR VALLEY SUBDIVISION: LOT 4, BLOCK 3
TYPE OF WORK:
AS—BUILT DRAWING OF SEPTIC SYSTEM UPGRADE
PERMIT NUMBER:
SW020058
FINA
TOP OF TAN
= 93.04
INVERT OF P
= 91.57
GROUNDWATER (
NO BEDRO(
rno nr nnve�mry onn
OF TANK
93.02
MT FINAL GRADE = 93.25 — 95.53
B
%L GRADE = 91.9 — 93.5
/—FILTER FABRIC
ELEVATION
'OM OF TH
77.5
PARCEL ID NUMBER:
020-431-03
T
4NVERT OF PIPE = 89.53
�^— 5'�BOTTOM OF TRENCH = 85.5
DATE:
10/28/02
..,.,:.� �........ . ...:;..,, DRAWN B.S.G.
AlASItii `N;XI.-ER il?a. IVAAiTEAVAJ'ER SCALE:
CONSULTANTS INC. N.T.S.
6901 DE3ARR ROAD, SUITE 20 ' ANCHORAGE A, 99504 • 'HONE (907)337-6179' FAX (907)538-3946
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
CHRIS & STEPHANIE YOUNG (907) 677-7952 3 OF 3
LEGAL DESCRIPTION:
BEAR VALLEY SUBDIVISION: LOT 4, BLOCK 3
TYPE OF WORK:
AS -BUILT DRAWING OF SEPTIC SYSTEM UPGRADE
11/20/2002 09:50 FAX 907 257 4246_,. ANCH DAILY NEWS 10 002
Permit Number: #SW 020058 Date of Issue: 4-10-02 Parcel Identification Number: 020-431-03
Date Started: 7-17-02 Date Completed: 7-17-02 Is well located at approved permit location? E Yes ❑ No
Legal Description: Bear Vallev Blk 3 U 4
Property Owner Name & Address: Chris & Stephanie Young
2440 Sentry Dr. # 101
Anchorage, Alaska 99507
Borehole Data: Depth (ft) Method of Drilling ® air rotary ❑ cable tool
Soil Type, Thickness & Water Strata From To
Casing type: steel
stick-up 0 2 Wall Thickness:.250 inches
gravelly silt 2 27 Diameter: 6 inches Depth: 40 feet
Bedrock 27 187 Liner Type:
Diameter: inches Depth: feet
Casing stickup above ground: 2 feet
Static water level (from ground level): 37 feet
Pumping level: 187 feet after
2 hours pumping 10+ gpm
Recovery Rate: 10+ gpm
Method of Testing: air
Well Intake Opening Type:
❑ Open End ® Open Hole
❑ Screened Start feet Stopped feet
❑ Perforations Start feet Stopped feet
Grout Type: Bentonite granular Volume: 1bQs
Depth: Start 0 feet Stopped feet
Pump: Intake Depth feet
Pump size hp Brand Name
Well Disinfected Upon Completion? ® Yes ❑ No
Method of Disinfection: chlorine tablets
Comments:
Well Driller: Alpine Drilling & Enterprises
PO Box 110496
Anchorage Alaska 99511
Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property
_...1._ __11 t_nt .. .a_I1 __.. .c a_ . _...111..._ af.- T_._, .O Y T._1.1. O TL_..._._ n.—.t--- . ...:.t •. /ft J..... . O._..... I..•...
11/20/2002 09:50 FAX 907 257 4246 ANCH DAILY NEWS
10003
CS
M SNOW gE
R 8.
0 \�R`
Z ' 3 72Zgs�
f
N• 1 186,Q0• o
R,
LOT 5 45.10 R=20.00'
a' ® L= 38.22'
LOT 4 LIR VGRAvu.'::.
-1
0Q
UTILITY
EA EMENT ' :.:.:......
6• ?
p �
\ p o HOU
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2 \
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LOT 3 /0 X
5' UTIL
v
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.o ��PG oo �� OF q�.I
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EXCLUS'ON NOTES: It is the ownars' responsibility to determine LEGEND: SET FND
CHRIS &which
th0 0%IltmCe O} eny eOaMnMb, COVinOnta. OI reatfkb008 R/a•RB W/CAPOO 5/B" RB 0
do not appear on the recorded subdivision plat. NOTE: 3.25' AL.MON.'0' MONUMENT
Under no circumstances should any data hereon be used for HUB s: TACK O
construction or for establishing property lines. FENCE_ —x— x —
SURVEY conducted a OVERHANO-
IprovemH has
.
phyekal suf y of this property as shown on this WOOD DECKS -
G I
andCERTIFICATION:
and Shat tai tache -CONCRETE -
that situated
aio
on are
on are within the r ert lines and no encroach- GRAVEL--
lines an enc
-
erny
■ menti ealal Othef than noted. GRAVEL-
-®
-PLANNERS—ENGINEERS OF: LEGAL WATER STLANG &CONSTRUCTON SURVEYORSTI ANDPIPES'
440 WEST BENSON BLVD. # 103
ANCHORAGE. ALASKA 99503
(fax) 561-6626
(907) 562-5291 LOT 4, BLOCK 3,
ACNIX ORDER e0V14, 2002
wIma
I" '°9
BEAR VALLEY SUBDIVISION2002--55ATAE
MLJ
k , 403
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT
Initial
Permit Number: SW020058
Legal Description: BEAR VALLEY BLK 3 LT 4
Design Engineer: 0041 AK Water & Wastewater Consultarr
Owner Name: Chris & Stephanie Young
Owner Address: 2440 Sentry Dr. #101
ANCHORAGE , AK 99507-0000
Date Issued: Apr 10, 2002
Expiration Date: Apr 10, 2003
Parcel ID: 020-431-03
Site Address:
Lot Size: 45693 SQ. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
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 DSD at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-7904 ( 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:
f aD
P.
&V I I
Date: q— X02 Qa
Date: 10/ja/0L
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.anchorage.ak.us
(907) 343-7904
ON-SITE SEWER/WELL PERMIT APPLICA
FOR A SINGLE FAMILY DWELLING
Parcel I.D. iz 10 "431 --03
Permit Number
Property owner(s) CHRIS & STEPHANIE YOUNG Day phone 257-4215/350-4321
Mailing address (1) 2440 SENTRY DRIVE #101 * ANCHORAGE. AK
Mailing address (2) Zip Code 99507
Legal description (Lot, Block & Sub'd.) LOT 4, BLOCK 3: BEAR VALLEY SUBDIVISION
Legal description (Section, Township & Range) N/A
709
Lot Size 43'0.2 Acres/Sq.Ft. Number of Bedrooms 4
THIS APPLICATION IS FOR:
Sewer Only ❑ Well Only ❑
Sewer and Well 0 Water Storage ❑
Sewer Upgrade ❑
THIS PROPERTY CONTAINS:
Hot Tub ❑ Jacuzzi ❑
Swimming Pool ❑ Water Softening Unit ❑
Therapy Pool ❑
I certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal codes.
ALASKA WATER & WASTEWATER CONSULTANTS, INC.
(SignFaturc of property owncr or outhorizcd agcnt)
P;10
Permit Fees: ���� Waiver Fees:
Date of Payment: 312-6102 Date of Payment:
Receipt Number:0175-33 Receipt Number:
e. Minimum Absorption Area: 300 ft2
f. Total Depth: 10 feet (max.)
g. Effective Depth: 4 feet
h. Width: 5 feet
i. Reduction Factor: 0.50
j. Minimum Length: 45 feet long
k. Effective absorption area: 450 ft2
5.ORENCO PACKAGE SYSTEM: The STEP tank with the Advantex Treatment System will
be manufactured by Anchorage Tank & Welding to meet the latest design criteria established by
Orenco Systems, Inc. The point of contact at Anchorage Tank is Lowell McNutt. As with their
standard STEP tank, it is equipped with a high water alarm per M.O.A requirements.
6. SURFACE WATER: There is no surface water within 100 feet of the proposed septic
system upgrade.
7. TOPOGRAPHY: As can be seen on the attached topography site plan, the average
topography in the area for the septic system is a 20 to 25 percent slope running from
approximately south to north.
8. CLOSING: I am open to any suggestions from your department that would be an
improvement to the proposed system. I am unaware of any negative impacts that this installation
would impose on adjacent wells, or septic systems. If you have any questions, please call us at
'.E., M.S.
NOTE: Attached is a site plan drawing, a design drawing, an Advantex detail, a trench detail, a
topography site plan, four soil logs, and a 7 page construction specification letter which are all
part of the design package for this septic system.
6901 Debarr Road, Suite 2B — Anchorage, AK 99504 — Ph: (907)337-6179 — Fax: (907)338-3246
!ft
�SFAA/0
i 1\
\ Eq
t'.
LOT 2, BLOCK 4' �5
!f; BEAR VALLEY S/D f 1
1t
LOT 3, BLOCK 4
/ BEAR VALLEY S/D
....•?NQ•,......,,� yam. // ALTERN,
^"w --/.SITE
--
PROPOSED SEPTIC SYSTEM '
(SEE DESIGN, PAGE 2 OF 4)S, _
LOT 5, BLOCK 3�
BEAR VALLEY S/D 1
`SACAN
PROPOSED
4 BEDROOM
� l
HOUSE
v
\ S
r? 1 f
t
7t (� LOT 4, BLOCK 4
t BEAR VALLEY S/D I
,f
SEPTIC
f �tt �= ��� ���
�REA 1 1
DI !
1 ) 1
#2
\� r r�
C
\ J•
�•� C/ACANT
LOT 6, BLOCK 2
BEAR VALLEY S/D
Al
o
/ LOT 3, BLOCK 3
11 BEAR VALLEY S/D
LOT 5, BLOCK 2
BEAR VALLEY S/D
PG{�F
aoc
_ SLOT 4, BLOCK 2
BEAR VALLEY S/D
l
Z Ff� LOT 2, BLOCK 2
'� O P� / {� BEAR VALLEY S/D
DATE:;2;�<,�
'k,\
4/5/2002 O�
DRAWN BY: .1.• `.�
J.L.M. %� '''_ - 'T-141
>
A1l..ASKA WATER I& WASTEWATER SCALE: ; * • - T -, v�
6901 DEBARR ROAD SUITE 2B CONSULTANTS, INC,�"`�"' -m a:...,,.,a n �....: �.. ... .. .. .. ..•....
;r, na Sym-.� rasa«
• ANCHORAGE, AK 99504 - PHONE (907)337-6179 ` FAX (907)338-3246 1 — loo,
PREPARED FOR PHONE NUMBER: PAGE NUMBER: �J
CHRIS & STEPHANIE YOUNG 257-4215/350-4321 1 OF 4 JP fr Garners•
LEGAL DESCRIPTION: _7 eQ1
LOT 4, BLOCK 3, BEAR VALLEY SUBDIVISION
TYPE OF WORK: �1�\\�ieap�ofessiono`-_`p�l�
SITE PLAN FOR PROPOSED WELL LOCATION AND SEPTIC SYSTEM
;'�
PROPOSED DRAINFIELD, EXCAVATE A •-
TRENCH THAT IS 10 FEET DEEP
MAXIMUM BY 5 FEET WIDE BY 45 •�
FEET LONG. ADD 4 FEET OF CLEAN,
WASHED SEWER DRAINROCK. THE ---•.
t TRENCH IS TO BE INSTALLED ALTERNATE SITE -,
PARALLEL TO ALL SLOPE CONTOURS
•� (SEE DETAIL DRAWING, PAGE 4 OF 4).
t
r ---
L --� ae.f
INSTALL DOUBLE CLEANOUTS
T
__ SCO
C0 _ — _ � �T% s f
M
PROPOSED 1500 GALLON Co =-•;'""-
S.T.E.P TANK WITH ADVANTEX
TREATMENT UNIT (SEE
DETAIL, PAGE 3 OF 4). FGA° TH#2
\ INSTALL \�
PROPOSED rf
\ FOUNDATION FOUR \ '
\ / CLEANOUT BEDROOM \ /
HOUSE TH#1
L19-
�I
I ~ PROPOSED
LL
1
DATE: oo•�pppp
0
4/5/2002
DRAWN BY: p T •Shoo
J.L.M. �
ATASKA WATER & WASTEWATER SCALE: Qtr Lg tl*�O� r
� O I _ 2B �t � � 9AS�T � G 1'* _ 401 �.............. ...
6901 DEBARK ROAD, SUITE 28 ' AN 0 A 0 H N (407)337 6179 " FA% (907)338-3246
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: O
CHRIS & STEPHANIE YOUNG 257-4215/350-4321 2 OF 4 Je-fr A G e
LEGAL DESCRIPTION:oo P 953 dQ�
LOT 4, BLOCK 3; BEAR VALLEY SUBDIVIVSION 4pp�e E ... p�
TYPE OF
WORK:
DESIGNOF PROPOSED WELL LOCATION AND SEPTIC SYSTEM
AdvanTex Treatment Systems
SSI
I P ETEHAS THE
DATE:
N TO BE
IOTANK & 4"
INSTALLED HOVER ATHEI SEPTIC
AX Series - Mode l a
)-
ADVANTEX MANUAL
4
BEYOND ON ALL SIDES EXCEPT UNDER
THE ADVANTEX FILTER. THIS WILL ALLOW
Two (2) 34x48 Pods
Orenm Systems*
FOR HEAT TO ESCAPE FROM TANK &
RISE TO THE FILTER ABOVE IT.
INLET
0
THE AX -10 PODS
SHALL BE PLUMBED
SO THAT THEY CAN
EACH BE ISOLATED.
2" INSULATION
fFROM TANK
TO FILTER
r�
L`
TO PROPOSED DRAINFIELD
IT IS ANTICIPATED THAT A TWO POJ
INSTALLATION WILL BE APPROVED IN
APRIL OF 2002.
PASSIVE AIR VENT
INSULATED FIBERGLASS UDS
rf
IN n_ n n n ZLi1
ROCK 1
INLET (—I
ALASKA WATER & WASTEWATER
CONSULTANTS, INC.~
6901 DEBARR ROAD, SUITE 2B - ANCHORAGE. AK 99504 - PHONE (907)337-6179 - FAX (907)338-3246
PREPARED FOR: PHONE NUMBER:
CHRIS & STEPHANIE YOUNG 257-4215/350-4321
LEGAL DESCRIPTION:
LOT 4, BLOCK 3; BEAR VALLEY SUBDIVISION
TYPE OF WORK:
DETAIL DRAWING OF ADVANTEX TREMENT UNIT
DATE:
oQQpp��
3/25/2002
DRAWN BY:
0
p '`�. •I?"
4
J.L.M.
SCALE:
:' C Tf
N.T.S.
.............. U... ....:...
PAGE NUMBER:
�QQ
3 OF 4
J fret' Hess'
�� sr'•( E 7553
,oma
4%Zo'frOfess"O�Oov
45 FEET LONC
INSTALL MONITORING TUBE INSTALL CLEANOUT
T r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -
-- —�
I I
I I
I I
I -- J
INSTALL CLEANOUT
INSTALL MONITORING TUBE
INSTALL MONITORING TUBE INSTALL CLEANOUT
FINAL GRADE
ORIGINAL GRADE
FABRIC
4IFE
EFFECTIVE
--5' WIDE ---
DATE:
3/25/2002
a
DRAWN BY:
ALASKA WATER & WASTEWATER SCALE: J•L.M.
CONSULTANTS, INC. N.T.S.
6901 OEBARR ROAD, SUITE 2B . ANCHORAGE. AK 99504 . PHONE (907)337-6179 ` FAX (907)338-3246
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
CHRIS & STEPHANIE YOUNG 257-4215/350-4321 4 OF 4
LEGAL DESCRIPTION:
LOT 4, BLOCK 3; BEAR VALLEY SUBDIVISION
TYPE OF WORK:
DETAIL DRAWING OF DRAINFIELD DESIGN
rc
ALASKA WA'T'ER +& WASTEWATER o°o o� y�Ql
CONSULTANTS, INC. O 4� —
6901 DEBARR ROAD, SURE 2B • ANCHORAGE, AK. 99504 • PHONE (907)337-8179 • FAX: (907)338-3248 • WEBSfTE: akrwacom
(SOIL LOG — PERCOLATION TESTI
0 f A• arness. i
LEGAL DESCRIPTION: BEAR VALLEY SUBDIVISION; LOT 4, BLOCK 3 �O p • G
PERFORMED FOR: RHONDA REINHOLD DATE: 11/15/2001 OOO� C -7953
DEPTH - 4400dProf6ssio�p�Q"O
(feet) (TEST HOLE #1 ����oo�oo
ORGANICS
2— �~ _ SOIL CLASSIFICATIONS -� -4-'02
w
ML D&lv
4 — • `•� GC
SW MH
5— ° �• SP CH i $TM#2
° SM ; OH ;
® •`•• SC
° .•.• �.� �TH�1
7— ® DEPTH TO DATE I f
° GROUNDWATER JF�
8— ° ;�:` DRY 11/15/01
GM/SM DRY 11/19/01 \�.
9— ,•� W/ ML 15.5' 11/26/01 (SITE
°�'•• 1"=100'
10— W/ DEPTH) • .
°
DATE READING CLOCK NET TIME WATER LEVEL NET DROP
11 — TIME (MINUTES) READING (INCHES)
12— • '•`` 11/19/01 1 12:46 —g" —
a ;•,. 2 1:16 30 5 1/4" 3/4"
13 —° 3 1:16 — 6" —
° 4 1:4630 5 1/2-
1 /2„
14— ° 5 1:46 — 6" —
° 6 2:16 30 5 1/2" 1/2-
15-
16
D.0.11.
17-
18-
19-
718-19—
PERCOLATION RATE 60 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 6.5 FT. AND 7.0 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL
COMMENTS:
PERFORMED BY A.W.W.C., INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS VjAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:/;ts" 21
18—
19—
PERCOLATION RATE 60 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 6,5 FT. AND 7.0 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL
COMMENTS:
PERFORMED BY A.W.W.C., INC. I, JEFFREY A. GARNESS, CERTIFY THAT THISMAS/PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS Di Z
ALASKA WATER & WASTEWATER
CONSULTANTS, INC.
Wi... .........
6901 DEBARR ROAD, SURE 28 +ANCHORAGE, AK. 99504 +PHONE (907)337-8179 +FAX: (807)338-3248
+ VIEBBRE akwwc.wm
SOIL
LOG — PERCOLATION TESTI
....
LEGAL DESCRIPTION: BEAR
VALLEY SUBDIVISION; LOT 4, BLOCK 3e
e A. ess: a
0044'
PERFORMED FOR: RHONDA
REINHOLD DATE:
11/15/2001
m
•. —7953
4��eaprofessior°Q�
DEPTH
(feet)____
(TEST HOLE #2I
�0p0000�"
ORGANICS
SOIL CLASSIFICATIONS`'�'
%
GW ORG
SAlpW
3G
P ML
" ;••
GM CL t
uo
:`%a
°°°° p� SW MH
5— ®'°.•
'.` SP CH
1
THz
+
• �`�•
SM i i OH
msc
1
6
%I
. ;•,•
�•,
+111#1
7— p'
e
DEPTH TO DATE
GROUNDWATER
,•,.
8— ° ;�:•
DRY 11/15/01
GM/SM
DRY 11/19/01
9 — '
15.5' 11/26/01 rS,TE
`\��
\`
o�.` (DENSER
100'NI
�G�r
,
10— " •°•° W/ DEPTH)
:60% 9 ,•••
° „°"
DATE READING CLOCK
NET TIME
WATER LEVEL NET DROP
11 — �`
TIME
(MINUTES)
READING (INCHES)
11/19/01 1 12:45
-
6" -
12— " �•�°
2 1:15
30
5 1/4" 3/4„
13— " '�:�
3 1:15
-
6" -
°
4 1:45
30
5 1/2- 1/2"
14— " ;•:•
5 1:45
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6 2:15
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5 1/2- 1/2"
9 ,•"�
15— • .
$ °•••
• •
16 " °"°°
B.O.H.
17—
18—
19—
PERCOLATION RATE 60 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 6,5 FT. AND 7.0 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL
COMMENTS:
PERFORMED BY A.W.W.C., INC. I, JEFFREY A. GARNESS, CERTIFY THAT THISMAS/PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS Di Z
WvZ/'zxz�
TEX rnuLtl
ONS ARE
XWATC.
f t.
EBARR AD, S 28 • A E. AK 9 PHO )337-617 (907)338-39i.a-�
' PRE R
NHOLD /0 EN MC 7 -
EAR VALLEY S ION-,_jOT 03
TYPE OF :
E PLA p S TIC OCATION
'r
I
Sent.fly: Alaska Water and Wastewater Con; 907 338 3246; Mar -21-02 14:59;
1
Municipality of Anchorage
Development Services Department
• ` Building Safety Division
On -Site Water and Wastewater Program
4700 Bragaw Street
P.O. Sox 196650 Anchorage, AK 99519-6650
www, ci.anchorage. ak. us
(907)343-7904
Page 313
PROPERTY OWNER AGREEMENT FOR THE MAINTENANCE OF AN ON-SITE
WASTEWATER DISPOSAL SYSTEM
This agreement, dated 1l,'L (Jh J , is made between the Municipality of Anchorage
Development Services Department (DSD) and the property owner(s) of
This agreement is made for the purpose of maintaining an on-site wastewater disposal system on
the subject property.
The property owners agree to the following:
Submit to the Municipality of Anchorage, on an annual basis, an inspection and operation
statement from a registered professional engineer. This inspection and operation statement shall
verify that the engineer has inspected all effluent and air pumps, timers, and alarms, and that any
deficiencies have been repaired and that the system is functioning as designed.
(>igffature)
l� h; s �f7rcr� cr
(Prirr .fed Name)
ttttt(f!(<�i
a,o%A A.
Noe
I<.� 1 1 �,�d,( 2�
(Si rJiatur
Gj e `lam nc�
(Printed Name)
It l.tL
Conattuetion gest Xag
"Ane test is worth a thousand opinion51'
3919 SPENARD ROAD, ANCi ORAGE, ALASKA 99803 • TELEPHONE X77-0231
Hole No. 2
Location Lot 4 Block 3
Top ev existink
Sheet of
' y4
W0. No. Operator Jim Mack
Date iVia'y�, 1975
ClientAlaska Land Development
Prq ject g.ar Vally Subdivision
DEPTH
CLASSIFICATION
SAMPLE
FEET
SYSTEM
DATA'
LEGEND
Organic Overburden
2
3
.
,
Coarse Brown Gravelly Silty
0.
Sands, moist
( SM to GAY[ )
Gravel
0
o
5
o
a o
7
Sand
g
f
Medium Coarse Brown Gravelly
.,0
Silty Sand:, moist
(SM)
7�/
9
10
�
Silt
/
12
� '
Coarse Brown Silty Sandy
�
13
Graves, moist
( GM )
��
Clay
14
Split Spoon
Limit of S4bsuvface Soils
15
Samples Taken at
Investigation
following depths:
16
Organic
�.
17
3 to 4.5 ft.
Content
Is
6 to 9.5 ft.
1910
13 to 14 f t .
Peat
20
2
Samples vi84411y
classified by
22
CT4 and'rgt4ined
Frost
23
by Alaska T�gtlab
254 1
• MW
Water
Taple
Municipality of Anchorage
Development Services Department +�
Budding Safety Division
On-site Water and Wastewater Program
s• n++
4700 South Bragaw St.
P.O. Box 198850 Anchorage, AK 9951986W
www.muni.orglonsite
(907) 343-7904
CERTIFICATE OF HEALTH AUTHORITY APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 020-431-03 HAA # O 5 O 1$
Expiration Date: / O
1. GENERAL INFORMATION
Complete legal description Bear Valley Blk 3 Lot 4
Location (site address or directions) 16110 Black Beer Dr., Anchorage
Current Property owner($) Heikki & Deanne Fuller Day phone
Mailing address I (o l io 13/a& gw,- A^. 995/l0
Lending agency Day phone
Mailing address
Real Estate Agent Beth Simpson/Dynamic Properties Day phone 727-2384
Mailing Address 3111 C Street. Suite 100
Unless dherwise requested. HAA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 4
3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL:
Individual Well p Individual On-site ❑✓
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-aite 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 weds or a public water system. The
Municipality of Anchorage Is not responsible for errors or omissions In the professional engkreec's work.
4. STATEMENT OF INSPECTION BY ENGINEER
As cert8ed by my seal affixed (hereto and as of the validation data shown below, 1 verify that my Invesbgadon,
based on procedures outlined In the Health Authority Approval Guidefines 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 -bather verify that based on the informadw obtained from the
Municipality of Anchorage flies and from my investigation and inspection, the on-site water supply and/or
wastewater dispose/ system is(are) In compliance with all applicable Municipal and State codes, ordinances,
and regulations In effect at the time of installation.
Name of Finn Waticins Engineering. Inc- phone 349-1851
Address P.O. Box 110443, Anchorage, AK 99511.0443
Engineer's Printed Name Cindy W. Eta Date -7 • 2(0 -QS
5. DSD SIGNATURE
Approved for _ bedrooms.
Disapproved.
Conditional approval for
Additional Comments
bedrooms, with the following stipulations:
Attachments:
HAA Cheddist X Maintenance Agreements
Septic System Advisory Supplemental Engineer's Report
Well Flow Advisory Other
By: ll to _ _ / W. �PC Original Certificate Date: 7
n►.. oimh
NicK
\ Municipality of Anchorage
1 Development Services Department '
— Building Safety Division
On -Site Water and Wastewater Program . t
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.muni.org/onslte
(907) 343-7904
CERTIFICATE OF HEALTH AUTHORITY APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 020-431-03 HAA #_ 05028 1
Expiration Date: —.VGi
1. GENERAL INFORMATION
Complete legal description Bear Valley Block 3 Lot 4
Location (site address or directions) 16110 Black Bear Dr., Anchorage g9ztt,
Current Property owner(s) Chris & Stephanie Young Day phone
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing Address
Day phone
Beth SimpsonlDynamic Properties Day phone 727-2384
3111 C Street. Suite 100
Unless otherwise requested, HAA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 4
3. TYPE OF WATER SUPPLY:
Individual Well (]
Individual Water Storage ❑
Community Class Well ❑
Public Water System ❑
TYPE OF WASTEWATER DISPOSAL:
Individual On-site B
Individual Holding tank ❑
Community On-site ❑
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 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 seal of ved hereto and as of the validation date shown below, 1 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 forthe 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 Watkins Engineering, Inc. Phone 349-1851
Address P.O. Box 110443, Anchorage, AK 99511-0443
Engineer's Printed Name Cindy W. Ellis Date 6"2�-b5
5. DSD SIGNATURE
Approved for bedrooms.
Disapproved.
Conditional approval for 4 bedrooms, with the followii
At the time of title transfer, the new property owner shall sign the
attached maintenance agrrement which shall be returned to this office
before an unconditional approval is issued.
Additional Comments
Attachments:
HAA Checklist X
Septic System Advisory
Well Flow Advisory
Maintenance Agreements
Supplemental Engineer's Report
Other
By: n�" i U/, Original Certificate Date: '%Z '"ds�
m. 01=
Municipality of Anchorage
• Development Services Department
Building Safety Division
Orr -Ste Water 6 Wasiewater Program
4700 South Bragaw SL
P.O. Box 198850 Anchorage, AK 99519-6850
www.muni.org/onske
(907) 343-7904
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: Bear Valley, Blk 3, Lot 4 Parcel ID: 020431-03
A. WELL DATA
Well typePr+
Date completed 7"M
Total depth J -9 -2 -ft.
Date of test
Static water level
Well production
If A, B, or C provide PWSID 9
Sanitary seal (Y/N Y
Cased to n_z *_ft.
FROM WELL LOG
7/17/02
37
10+
WATER SAMPLE RESULTS:
Coliform o colonies/100 mi.
Arsenic: NA mg.A.
B. SEPTIC/HOLDING TANK DATA
ft.
g.p.m.
Nitrate <0A mgA.
Data of sample:e"4m
Tank TypeANaterlai fiberglass / AdvanTex
Tank size 1500 gal, Number of Compartments?
Well Log (Y/N I
Wires property protected (Y/N Y
Casing height (above ground) 24+ in.
AT INSPECTION
6/18/05
47
5.3+
Other bacteria 0
ft.
g.p.m.
colonies/100 mi.
Collected by: Watkins Engineering
Date installed 9/14102
Cleanouts (Y/N Y
Foundation cleanout (YIN) Y Depression over tank (YIN) n High water alarm (YM) Y
Date of pumping 6/16/05 Pumper Northland Pumping
C. ABSORPTION FIELD DATA
Date Installed 9/14/02 SOU rating (g.p.d./ft? or fe/bd rr) 2_0 System type shallow trench
Length 45 ft. Width 6.0 ft. Gravel below pipe 4.03 ft.
Total depth 9.6 ft. Eft. absorption area 450 ft Monitoring tube Y Depression over field N
Date of adequacy test 6/16/05 Results (Pass/Fall) PASS For 4 bedrooms
Fluid depth in absorption Heid before test 39 in. Water added -!!!3 gal. New depth 5 in.
Elapsed Time: 307 min. Final fluid depth 41 in. Absorption rate >a 600 g.p.d.
Any rejuvenation treatment (past 12 mo.) (Y/N & type) N If yes, give date
D. LIFT STATION
Date instatied 9/14102
'Pump on, level at timer in.
Datum bottom of tank
E. SEPARATION DISTANCES
Size in gallons STEP
'Pump ofr level at Amer in.
Cycles tested 3
Manhole/Access (YM) Y
High water alarm level at 45
Meets alarm & circuit requirements? Y
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tanknift station on lot 102 On adjacent lots 100+
Absorption Reid on lot 120+ On adjacent lots 100+
Public sewer main 100+ Public sewer manhole/deanout 100+
Sewer /septic service line 80+ Holding tank 100+
SEPARATION DISTANCES FROM SEPTICMOLDING TANK ON LOT TO:
Building foundation 15+ Property line e0+ Absorption gold 20
Water main 100+ Water service line 40+ Surface water 100+
in.
Wells on adjacent lots 100+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 40+ Building foundation 20+ Water main 100+
Water Service line 50+ Surface water 100+ Driveway, parldngrvehide storage 10
Curtain drain none known Wells on adjacent kits 100+
F. COMMENTS
Water introduced to drairdield over 5.5 hrs. AdvanTax operating property, per Anch. Tank S 611WO.Services.
G. ENGINEER'S CERTIFICATION
► cen* that ► have determined through aero ►nspecdons and
review of Mun►dpa► records that the above systems are in
con►brmance MM MOA HAA gu►deanes in efted on MIS date.
Engineer's Printed Name Cindy W. Ellis
Date 6124/05
HAA Fee $ a -An .CV>
Date of Payment
Receipt Number 1
(Rev. 12!01) Ile o•.a..f
7 o ISS
Waiver Fee $ _
Date of Payment
Receipt Number,
49 rh
VOY W Ellis
CE - 70512
06-24-05;14:29
is%—
SGSRC"
1053335001
Client Name
Watkins Engineering
Prolact Name!#
ScarVallcv Block 3. Lot 4
Client SataploID
Bear Valley Block 3. Lot 4
Matrix
Drinking Water
;907 561 5301 # 2/ 4
All DatetMrl s arc Alaska Standard Time
Printed DatcMimc 06/17200S 14:29
Collected Datarrlme 06/132005 15:20
Received DatefTime 06/142005 10:19
Tccbnkal Director Stephen C Ede
PWSID 0
Sample Remarks:
EP 300.0 -The nitrate reran outside of bold time eonfums the original result. the original result is repotted.
AHbk Rep Anaysu
Paranrcrn Resaits POL Units 1Nc ContalncrlD [Amis Dae Date Init
Waters Daurtxmnt
Nitrate -N 0.10011
KicrobioloW Labora"ry
Total Coliform 0
0.100 mg/L EPA 300.0 B (<.10) 06/14/03 JAB
coV100mL SM209222B A (o-1) 06/14/05 TLF
' i1
n
ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND
REPAIR AGREEMENT
MEMORANDUM OF UNDERSTANDING
BETWEEN MUNICIPALITY OF ANCHORAGE
AND He Ui 8• Fkllt,- , nneK, • IIer
THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this
today of TIof 2005, by and between K,kL, B. Aa�bftaue tt Fates
herein the "OWNER," and the Municipality of Anchorage, herein the
"MUNICIPALITY." In consideration of the mutual covenants contained herein, the
parties to this Memorandum of Understanding agree as follows:
1. ADVANCED WASTEWATER TREATMENT SYSTEMS. Municipality
grants permission to Owner to utilize and operate an Advanced Wastewater
Treatment
`System
" (AWWTS), described as �ddtt11 1eX located
at i&aL V q tG+/ 3 ,Anchorage, Alaska.
2. Definitions.
A. Alteration. Any change to the design or function of an AWWTS that
includes the installation or removal of any parts, components or pieces
not included in the original construction permit and design. Prior to
performing any alterations to an AWWTS the owner must obtain a
Wastewater Disposal System Construction Permit from the Municipality
pursuant to Anchorage Municipal Code (hereinafter, "AMC") 15.65.
B. Certificate of On -Site Systems Approval. An approval by the
Municipality of existing water and wastewater disposal systems given at
the time of property sale and title transfer in accordance with AMC 15.65.
These approvals certify that the systems are adequate for the homes that
they support and meet the codes that were in place at the time of system
construction.
C. Damage. Any man-made or natural change in a system that would inhibit
the system from performing as designed.
D. Maintenance and Repair. The scheduled and as needed replacement of
existing parts, components and pieces of an AWWTS that were included in
the original design which would allow the AWWTS to continue to
perform as designed.
E. Permit (Construction) An On -Site Wastewater Disposal System
Construction Permit as defined by AMC 15.65.
F. Permit (Operating) An Advanced Wastewater Treatment System
Operating Permit. An annual permit, issued by the Municipality, that
allows the Omer to operate an AWWTS, upon meeting all the
requirements of this agreement, the conditions of Operating Permit, the
requirements of the On -Site Wastewater System Construction Permit and
all relevant provisions of AMC 15.65
3. Fee. Owner shall pay to Municipality an annual fee of — !Z"
payable on or before the issuance of the operating pen -nit and annually
thereafter. The annual fee is due on or before the anniversary date of the approval by the
Municipality of installed system.
4. Term. The term of this Memorandum of Understanding shall be for the life of the
AWWTS.
The term begins on the date of approval by the Municipality of the installed system and
shall continue while the AWWTS system is in use or operational or until the property is
sold or title is transferred by owner and a new certificate of On -Site approval is issued to
the new owner or transferee of the property.
5. Alterations. Installation and Removal of Additional Equipment. Owner agrees
not to make any alterations, removal of parts or additions to the AWVIrfS without a
Construction Permit from the Municipality.
6. Maintenance and Repairs.
A. Throughout the term of this Memorandum of Understanding, the Owner shall
maintain AWWTS in good repair. In addition, it shall be the responsibility of the
Owner during the term of this Memorandum of Understanding, and any extensions or
renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2)
maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs.
Further, Owner agrees to comply will all applicable ordinance, laws, regulations,
rules and orders for the A\'i'WTS.
B. Owner agrees to provide the Municipality a written schedule of routine
maintenance and repairs which have been performed on the system pursuant to the
terms and conditions contained in the Owner's AWWTS Operating Permit. This
schedule shall be submitted to the Municipality annually upon the renewal of the
permit. The schedule of maintenance and repair contained in the Owner's AWWTS
Operating Permit is: 41211,11 diet -
C. Owner acknowledges that the fine schedule for failing to maintain and repair an
AW\VfS are codified in AMC 14.60.
D. Owner agrees that only maintenance, repair personnel certified by the
Municipality will inspect and make any necessary maintenance, repairs or permitted
alterations to the system.
E. Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS upon 24 hours written notice.
F. Owner agrees that any sale or transfer of title of the property will not occur
without a new Certificate of On -Site Systems Approval.
G. Owner agrees that the relevant provisions of the standard specification guidebook
for AWNVTS is the governing professional guidelines for the construction,
maintenance and repair of the Owner's AW WTS.
7. Nonwaiver. The failure of either party at any time to enforce a provision of this
Memorandum of Understanding shall in no way constitute a waiver of the provisions,
nor in any %vay effect the validity of the Memorandum of Understanding or any part
hereof, or the right of such party thereafter to enforce each and every provision
hereof.
8. Amendment.
A. This Memorandum of Understanding shall only be amended, modified or changed
by a writing, executed by authorized representatives of the parties, with the same
formality of this Memorandum of Understanding was executed and such writing shall
be attached to this Memorandum of Understanding as an amendment.
B. For the purposes of any amendment modification or change to the terms and
conditions of this contract, the only authorized representatives of the parties are:
Owner: �E�k�; R. �..11er a, l w4w-y C'Xec
Anchorage: Purchasing Officer
C. Any attempt to amend, modify, or change this contract by either an
unauthorized representative or unauthorized means shall be void.
9. Jurisdiction: Choice of Law. Any civil action arising from this Memorandum of
Understanding shall be brought in the Superior Court for the Third Judicial District of the
State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and
obligations of the parties under this Memorandum of Understanding.
10. Severability. Any provisions of this Memorandum of Understanding decreed
invalid by a court of competent jurisdiction shall not invalidate the remaining provisions
of the Memorandum of Understanding.
OWNER:
Date: •7-(.-05'
STATE OF ALASKA
THIRD JUDICIAL DISTRICT
MUNICIPALITY:
By:
Title:
Date:
) ss.
The foregoing instrument was acknowledged before me this _ day of ,
20_, by , the of
on behalf of the Municipality of Anchorage.
NOTARY PUBLIC FOR ALASKA
My Commission expires: