HomeMy WebLinkAboutPREUSS #1 BLK 2 LT 2Preuss #1
Block 2
Lot 2
#050-572-07
Municipality of Anchorage
Development Services Department
\ Building Safety Division
On -Site Water and Wastewater Program, 4700 S. Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650 Page 1 of 2
www.cl.anchorage.ak.us (907) 3417904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number. SWO60291 PID Number. 050.572-07
N"
Wastewater System: []New ® Upgrade
M EAGLE RIVER ROAD
7
ABSORPTION FIELD
Ph" Nun" a e.aoom.
t]D•tq TnlnW t851Wbw Tnrrn OB•o I]Lla.ri0 t7 Wnr
Soo RM
Tar Dspmran p.e•
LEGAL DESCRIPTION
1.07 GPDIFI•
7 7.2 FI.
2.
Bork La 6uDbwwn
DOM b PT• bMw Ian Want V•o•
C. dem I•n•.111 MM
2 2 PREUSSt1
3.2 Ft.
4 Ft
Town" a.na. 3Wwn:
Fawe.a.bo.agn.wo.a.
cn«Lwn
14N 1W 23
0.5 Ft.
56 Ft.
Well: ❑New ❑ Upg rade
5
NumWraw.
1
D.Innp. w.M n••
0
Ft.
FL
cwsld Mm (PM.., A B. C)'
Tout Nix,
C.••o b
Taal •bswpt a omi
Pp•./.MY
EXISTING PRIVATE I
Ft.
I Ft
563 Fr
1' PVC
prn•r
Or• p+W
Bina waw L.w
ftl W
D.• Irlraa
Ft
DEAN CONSTRUCTION
911912006
Yra
PWws..
Guna""an"1p°"'Goun
TANK
GPM
Fl.
it
SEPARATION
DISTANCES
❑ Septic ❑ Holding ® S.T.E.P. ❑ Other.
To
From
Septic
Tank
Absorption
Field
LM
Station
Holding
Tank
ublIYPnvate
Sewer Line
ANCHORAGE TANK
1500 Gr
w«
+100'
+100'
+100'
—
425
STEEL
Naro.2
aur.o.w.l.
+100'
+100'
+100'
—
LIFT STATION
LAX U"
+5'
+10'
+5'
—
1500 c.i
ANCHORAGETANK
FouM.cn
+5'
+10'
+5'
—
-P ro on 1.•1 N
'Pump or 1.•I.
40
111.0" 0.0
45
44 in
M
h
+50'
+50'
+5'
_
Pump . a Mw l
E*CMCW Iap.�bW p•no� by
cul.n o -.n
OSI-05-20-HFF
RISING SON ELECTRIC
2 P 'Q G. 1 t�l5
BENCH MARK
Lou w D•w�pw
&wtxAc, D to (MAl,. Lo "eZjd +•
BASE OF WINDOW ON HOUSE
.wra Nv.uon
TResc WEA %J Ar' � i 4
100 FL
PL T^ `Z v2'GTn k
Inspections performed by: CHRISTOPHER R WOOD Dates: 1' 911612006
2ne 911912006
, CHNSTOPIap-wow
Services Department Approval
Reviewed and approved by: Date:
(I. moot
OCT-20-20W(FRI) 15:58 EAGLE RIVER ENGINEERING (FAX)907 694 3297 P.001/001
Eagle River Engineering Services
i Christopher R. Wood, P.E.
to421 VFW RD. Suite tot (907) 69q-5195 tel
Eagle River, AK 995T7 (907) 694-3297 fax
October 20, 2006
Dan Roth
Manager, On -Site Services
Municipality of Anchorage
P.O. Box 196650
Anchorage, AK 99519
Rc: Prcuss 91 Lot 2 Block 2
Construction Change Request
Dear Mr. Roth:
During construction of the permitted septic system on the above lot, it was noticed that there was
not enough room for a 4 bedroom leachficld as designed. ERES noted that the original design
was based on the percolation and application rate for the deepest soil layer. A significant portion
of the installed 56' long, 5' wide, 4' sewer rock leachfield (3 bedrooms) was located in the
shallower soil layer comprised of looser sand and gravel with little silt. We have conducted
percolation tests on the shallower soil layer and have included those for your review. ERES took
an average wastewater application rate of 1.07 GPD/square foot for the average application rate
for the 56' drainficld.
We believe that the soil conditions encountered during construction of the system, and as noted
in our two new percolation test results justify modifying the application rate to allow a 56'
drainficld capable of treating the effluent for 4 bedrooms. We have included a new calculation
for your review.
Thank you for your consideration in this matter. If you have any questions please call our office
at 6945195.
Sincerely,
EAGLE ENGI/NEERIRING SERVICES
w W
Christopher R. Wood, P.E.
Principal
�2003`1)60644D W USTIFI CATION
Permit No. SW060291
Page 2 of 2
Municipality of Anchorage
DEVELOPMENT SERVICES DEPARTMENT
ON—SITE WATER & WASTEWATER PROGRAM
4700 SOUTH BRAGAW STREET P.O. BOX 196650, ANCHORAGE, AK 99519-6650
On—Site Wastewater Disposal System and/or Well Inspection Report
Legal Description: PREUSS#1 LOT 2 BLOCK 2 050-572-07
S 89.59'E 130.00'
10' UTILITY EASEMENT ®TH-2 ®TH-3
SWING TIES
C I 29.9' 2•.2'
O
LO
o LOT 2
3�: 1 1 WELL
00 —Q—
O 1
OSHED
O
z
0 - CLEANO
+ - WELL
• - MONITO TUBE
5'X56' DRAINFIELD
-1
SCALE 1'-30' I
O
u7
B.bi. X A C 00
HOUSE 11,t'• 1500 GAL
F.IyLrk 2W
NS
(NOT TO SCALE) rV NO v ,t
,4ASSUNED ELEVATION - 100'
MT -1 .5' FILL MT -2
91.7 3.1' YPA
TANK
1,500 GAL 4' GRAVEL • .
89.0 S.T.E.P o11,00
. , .o Po to
84. 84. 97.1
93.1
TH-1
it
93.1 86.3
BOTTOM OF T.H.
7
ft
10/20/2006
ENGINEER'S SEAL
Q0004p�
OF At0
�,'•. CHRISTOPHER R. NUW •:
1 �J '•, CE -10387 ' c
4 .�O�OO000���c:G
tr
EAGLE RIVER
PINEERING SERVICES
P.O. Box 77294
Eagle Rivet, Alaska 99577
(907) 694-5195
ERES Project No.: 06-064
Calculated By: CB
Date: 10202006
Legal: preuss9l lot 2 block 2
Single Family 4 Bedroom Dwelling
TEST HOLE 2d.3
Shallow Trench Subsurface Wastewater Disposal Field
Water use at 150 gallons per bedroom = 600 gallons
Percolation rate = 3 minutes per inch
Wastewater application rate = 1.07 gallons per day per square foot
Required absorption area = 561 square feet
Trench width (W) = 5 feet
Gravel depth (0) = 4 feet
Required length = Shallow trench factor • Required absorption area / W
Shallow trench factor = (W + 2) / (W + 1 +2 D)
Shallow trench factor = 0.50
Total Excavation Depth = 7.2 feet
Required length = 56 feet
V45
Tt--571 -
2 J- 3
lZt�•2���=%°�
3
0"64RECALC1.xls 2:51 PM10202006
f EAGLE RIVER ENGINEERING
10421 VFW RD, SUITE 201
EAGLE RIVER, AK. 99577
(907) 694-5195 FAX: (907) 694-3297
SOILS LOG - PERCOLATION TEST
PERFORMED FOR:
MCCRADY
DATE PERFORMED 10/20/2006
DEPTH TO WATER
NETDROP
LEGAL DESCRIPTION:
PREUSS#1 LOT 2 BLOCK 2
TOWNSHIP RANGE SECTION
T14N, R1W SEC.B
2'
TEST HOLE #-2
1 - - 10f'S01L/ ORGANICS
? GRAY SM -CM
SAND AND GRAVEL
S
16
17
16
19
21
5%
WAS GROUND WATER
ENCOUNTERED? NO
SITE PLAN(NOT TO SCALE
LOT 2
PERC TEST RESULTS
READING
DATE
GROSS TIME NET TIME
DEPTH TO WATER
NETDROP
1
10/20/2006
11:42
0:00
2'
4
0
2
10/20/2006
11:52
0:10
2'
8 1/4
4 1/4 "
3
10/20/2006
11:54
0:00
2'
4
0 "
4
10/20/2006
12:04
0:10
2'
8 "
4 "
5
10/20/2006
12:05
0:00
2'
4
0
6
10/20/2006
1215
1 0:10 1
2'
7 7/8
3 7/8 "
7
10/20/2006
12:16
0:00
2'
4
0
8
10/20/2006
12:26
1 0:10
2'
7 7/8
3 7/8 "
PERCOLATION RATE- 3 (MW7JCF4 PEROHOLE DIAMETM=6"
SOILS LOBALZARINI PERCOLATION TEST BY: CHARLES BALZARINI
I
7�M
RTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE
AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: l(i 201e6
EAGLE RIVER ENGINEERING
10421 VFW RD, SUITE 201
EAGLE RIVER, AK. 99577
(907) 694-5195 FAX: (907) 694-3297
SOILS LOG - PERCOLATION TEST
OF
%CHRISTOPHER R. WOOO-
CE -10387
PERFORMED FOR:
MCGRADY
DATE PERFORMED 10/20/200
DEPTH TO WATER
NET DROP
LEGAL DESCRIPTION: DESCRIPTION:
PREUSS#1 LOT 2 BLOCK 2
TOWNSHIP RANGE SECTION
T14N. RlW SEC.8
2'
TEST HOLE IF 3
ML
1
4
13
14
is
16
21
5%
WAS GROUND WATER
ENCOUNTERED? NO
SITE PLAN(NOT TO SCALE
rant
LOIT- 2
Y�
PERC TEST RESULTS
READING
DATE
GROSS TIME NET TIME
DEPTH TO WATER
NET DROP
1
10/20/2006
1:07
0:00
2'
7
0
2
10/20/2006
1:17
0:10
2'
11
5/8
4
5/8 "
3
10/20/2006
1:18
0:00
2'
7
0
4
10/20/2006
1:28
0:10
2'
11
3/8
4
318 "
5
10/20/2006
1:31
0:00
2'
7
0
s
10/20x2006
1:41
0:10
2'
11
1/4
" 4
1/4 "
7
10/20/20061:42
0:00
8
10/20/2006
1:52
0:10
2'
11
1/4
PERCOLATION RATE- 2 (MWINCH) PERC HOLE DIAMETER --6"
SOILS L o ED2j7CERRTIF'Y
7ARINI PERCOLATION TEST BY: CHARLES BALZARINI
THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE
AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: lolula6
FROM : Dean Construction FAX NO. : 6949117 Sep. 26 2006 07:23AM P1
•
•
S • ...
La9L A4 99577i
(907)622-6777
w
G'�, r I: • I ,l
. •I � .�\iii°:.� � 1
September 25, 2006
Dean Consbuction Development
22222 Elkhorn Circle
Eagle River, AK 99577
Re: 20443 Eagle River Road - Eagle River, AK 99577 / Richard & Gyla McGrady
Dear Mr. Dean
The IMt stadon at the above referenced property has been wired In accordance with NEC
and StateA=l codes.
Thank you.
Sincerely,
1�suc...- .�• i�SlaLr�Ccu1iF11cr
fy4t-VL
Kevin Hombuckle, Owner
Adminstrator Ucense Number 1284
Specialty Contractor Ucense Number 27285
MUNICIPALITY OF ANCHORAGE
Development Services Department
Onsite Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519.6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Upgrade
Permit Number: SW060291
Legal Description: PREUSS #1 BLOCK 2 LOT 2
Design Engineer: 0848 EAGLE RIVER ENGINEERING SEI
Owner Name: RICHARD MCGRADY
Owner Address: 20443 EAGLE RIVER ROAD
EAGLE RIVER. AK 99577 -
Date Issued: Sep 05, 2006
1
Expiration Date: Sep 05, 2007
Parcel ID: 050-572-07
Site Address: 20443 EAGLE... . ROAD
Lot Size: 24375 SQ. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
Privy ❑ Private Well ❑ Water Storage
This permit Is for the construction of:
❑✓ Disposal Field 0 Septic Tank ❑ Holding Tank ❑
All construction must be in accordance with:
1. The attached approved design.
2. All requirements specked 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:
Date:
Date: q SIC
_\ Municipality of Anchorage
.�` Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.orglonsite
(907)343-7904
ON-SITE SEPTIC/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. L50 51P -0q
Property owner(s) (Z1-Glfk(ZA + C%%, `ILA: M 6 RA b -Day phone
Mailing address '2049"" 6 1J4ZW 2i'1 Et2 (Zoe Zip Code
Site address SA -M6 Zip Code
Legal description (Sub'd, Block & Lot)
Legal description (Township, Section & Range)
Lot Size _,Jq52�5 S9• Ft.
OR
2 I
�Number ofBedrooms L
THIS APPLICATION IS FOR (®all that apply):
Absorption Field
Septic Tank
Holding Tank
❑
Privy
❑
Private Well
❑
Water Storage
❑
certify that the above information is
Single Family Dwelli I and is in a
THIS APPLICATION IS AN:
Initial
Upgrade
Renewal
19 9 f67
correct. I further certify that this application is bein i made for a
rdance with applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees: _Tc
Date of Payment: d
Waiver Fees:
Date of Payment:
Receipt Number: $5 7J y D Receipt Number:
(Rev. 11/05)
Eagle River Engineering Services
Christopher R. Wood, P.E.
tog2t VFW RD. Suite tot (907) 694-5195 tel
Eaule River, AK 99577 (907) 694-3297 fax
August 27, 2006
Dan Roth
Manager, On -Site Services
Municipality of Anchorage
P.O. Box 196650
Anchorage, AK 99519
Re: Preuss #I Lot 2 Block 2
Narrative & Permit Application
Dear Mr. Roth:
Eagle River Engineering Services (ERES) was contracted to design a septic system upgrade at
the above referenced property. The property's current leachfield is surcharged, and requires
immediate upgrading. A new S.T.E.P. tank and leachfield shall be installed. The old t i k and
leachfield shall be abandoned.
We believe the proposed 4 bedroom septic system upgrade will have very limited impact on
adjacent properties for the following reasons:
1. The surrounding lots are laid out well, so this lot and neighboring lots have room
for septic systems and alternate sites.
2. Immediate neighboring septic systems are all +20' distance, and no private (or
community) wells within 200' of the proposed septic system.
3. This permit is for a septic system only.
4. Drainage will not be affected and is not a major consideration in our design.
5. Slopes are less than 25% in the area of, and adjacent to the proposed septic�site.
Installation of this new septic system, to our best available knowledge, will not adversely affect
the septic systems or reserve areas on adjacent lots.
If you have any questions please call our office at 694-5195.
Sincerely,
EAGLE RIVER ENGINEERING SERVICES
Christopher R. Wood, P.E.
Principal
\2003\06-064SEPTICNARRATI VE
LOT 16'1
\ I
NEIGHBOR'S 100' WELL RADIUS I
\ I
\ I
\ I
V
NEIGHBOR'S 100' WELL RA6US
/I
� , I
/
/ i I
i LOT a/
1 /
I �
L'
ARP \
`EAC \\
O
U7
r-
00
0
LOT 15
UNDEVELOPED
----------
S 89'59TE 130.00'
10' UTILITY EASEMENT
HOUSE
ABANDON EXISTING
SEPTIC TANK PER
MOA REQUIREMENT VINV�
LOT 2
I WELL ••••• A ANDON EXISTING
D AINFIELDS PER
- - A REQUIREMENTS
S
1
SLS
WELL+200'
• SEPTIC +;
I
LOT 14
b LOT 3
Ul
I'-
!
1\ AREA C\\
STALL
W 11500 CAL
f.E.P. TANK
00 /
O
/
O /
Z SEPTI/
AREA /
1
I
N 89'59')N' 130.00' I ��
\
5' \
NEIGHBOR'S \
00' WELL RADIUS' - \
EAGLE RIVER ROAD \\
- - - EASEMENT TEST -HOLE- - -
- PROPOSED LEACH FIELD •\ MONITOR TUBE
- EXISTING LEACH FIELD 0 1 SEWER CLEAN OUT
o - DRNEWAY + - \WELL
WELL SEPTIC SITE PLAN •���'pF44
LEGAL: PREUSS# 1 LOT 2 BLOCK 2 i �Q� • . " " 95�1�,
OWNER: GUYLA MCGRADY
CONTRACTOR: DEAN CONSTRUCTION i•'t •'
JOB 06-064 DATE: 8 25/2006 SCALE 1 "=40' �.. .40
EAGLE RIVER ENGINEERING SERVICES /�,�JCHRISTOPHER
CE-11C'
E 70387 ��
10421 VFW RD. SUITE#201
EAGLE RIVER, AK. 99577 O��\ ;�;�,,:��•
(907) 694-5195 FAX: (907) 694-3297
Eagle River Engineering Services
Christopher R. Wood, P.P.
to4z1 VFW RD Suite tot (907) 694-5195 tel
Eagle River, AK 99577-3294 (9o7) 694-3297 fax
SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM —MOA CERTIFIED INSTALLE
LEGAL: Preuss #1 Lot 2 Block 2
August 27, 2006
A. GENERAL
1. The proposed well and septic plan is for a 4 bedroom single family residence only.
R
2. The drawing and or site plan shall be a part of this specification.
3. All materials and workmanship shall meet the Anchorage Department of Health and State Department
of Environmental Conservation requirements.
4. All soil tests are advisory to the design and are to be verified or modified in the field by the engi neer.
5. All excavations and depths are advisory and are to be verified in the field by the contractor to i meet
Municipality of Anchorage, Department of Environmental Conservation requirements.
6. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any
adjacent multi -family wells. A licensed surveyor should locate any utility easements and exact 100'
radius from the existing and neighboring on-site wells.
7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer
approval.
S. Any remaining open test hole excavations shall be filled and monitor tube removed.
B. SEPTIC TANK WITH LIFT STATION
1. The septic tank shall be an Anchorage Tank 1,500 gallon septic tank with integral OSI AIR station
pump model OSI -05-20-1111F, or other engineer approved configuration (example: 1250 gal septic
tank with auxiliary lift basin of 250 gal min.)
2. A receipt from a licensed electrician shall be provided to the engineer verifying lift station
wiring to all applicable codes.
C. DRAINFIELD
1. Prior to commencing drainfield construction, the contractor shall have a licensed surveyor stake
and flag the utility casement, lot line, and well radius In the vicinity of the new leachfield
2. The drainfield is to follow the natural land contour to maintain uniform total depth of the drainfield
bottom.
3. The bottom of the drainfield shall be level, plus or minus 1.5".
4. The elevation of the bottom of the gravel layer is not to be more than 8' below grade as measured at the
test hole monitor tube.
5. The manifold and effluent lines are to be I" PVC (white pipe) with 1/8" drilled holes at 3' on center,
holes down, within the leachfield. Line from tank to field is to be 1-1/4" IIDPE (black pipe).
Transition to 1" shall be made with a king nipple. Contractor may substitute materials meeting
Municipal Code requirements with prior engineer approval.
6. The drainfield gravel is to be covered with typar fabric material.
7. Soil or combination of soil and extruded board insulation to a depth of 3' or equivalent is to ie placed
over the drainfield. Mounded side slopes not to exceed 3:1.
8. The septic tank and leachfield must not be closer than 100' to any existing private well, 150' to any
Class "C" well, or 200 feet to any community well.
\2003\06-064drainfield-lift- spec
Eagle River Engineering Services'
Christopher R. Wood, P.P.
10421 VFW RD Suite 201 (907) 694-5195 tel
Eagle River, AK 99577-3294 (907) 694-3297 fax
SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM — NIOA CERTIFIED INSTALLER
LEGAL: Preuss #1 Lot 2 Block 2
August 27, 2006
CONT'D
RECOMMENDED LEACHFIELD DIMENSIONS:
BOTTOM OF GRAVEL LAYER = 8' Below Grade at monitor tube
GRAVEL THICKNESS =4 foot under pipe, 2" over pipe 4.25' total
DRAINFIELD LENGTH = 56 BED WIDTH= 5'
SOIL RATING = 0.8 GPD/115 BEDROOM CAPACITY = 4
SEPTIC TANK = 1,500 Gal S.T.E.P or Engineer approved equal
EFFLUENT PIPE = 1" drilled PVC within leachficld, 1/8" holes at 3' spacing, 1.25" HDPE from,
field
Twenty-four (24) hours notice required for all inspections
Additional Charges will be incurred for the 3 required inspections and preparation of
system as-builts.
\2003\06-064drainfield-lift- spec
to
septic
EAGLE RIVER ENGINEERING
10421 VFW RD. SUITE 201
EAGLE RIVER, AK. 99577
(907) 694-5195 FAX: (907) 694-3297
SOILS LOG - PERCOLATION TEST
PERFORMED FOR: MCGRADY DATE PERFORMED 8/17/2006
LEGAL DESCRIPTION: PREUSSpt LOT 2 BLOCK 2
TEST HOLE III 1 S.—LT—,
t
DATE
GROSS TIME
NET TIME
o.
NET DROP
08/17/2006
BROWN CM
0:00
o•:v
SANDY GRAVEL
3
08/17/2006
4
0:30
6' 318
S
•o�.
08/1712006
2:17
0:00
8
i 0
7
0-117/2006
2:47
-
° •'
CCRAAYY
3/16
•p'
5SM-DCM
AND GRAVEL
2:48
0:00
5' 10
i 0
10
°
0:30
6' 3116
i 2
3/18
11
u•'••
°
12
17
18
19
2C
21
10-15%
WAS GROUND WATER
ENCOUNTERED? NO
WATER TABLE DATA
DATE IWATER LEVEL
08117120061 NONE
NONE
TOWNSHIP RANGE SECTION T14N� R1W SEC.B
a Tc' 01 e1JMnT TO SCAT Fl
PERC TEST RESULTS
DATE
GROSS TIME
NET TIME
xowc
LOT 2
.oL
NET DROP
PERC TEST RESULTS
PERCOLATION RATE- 14 (MIN/INCH) PERC HOLE DIAMETER -
6 -TEST RUN BETWEEN 5 FT AND 6 FT
S01 GGE I BY A A_ZARINI PERCOLATION TEST BY: CHARLES BALZARINI
I % CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE
AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 41L? L6i
DATE
GROSS TIME
NET TIME
DEPTH TO WATER
NET DROP
08/17/2006
1:46
0:00
5' 10
i 0
08/17/2006
2:16
0:30
6' 318
i 2
3/8
08/1712006
2:17
0:00
5' 10
i 0
gREADING
0-117/2006
2:47
0:30
6' 3/16
1 2
3/16
08/17/2006
2:48
0:00
5' 10
i 0
08/17/2006
318
0:30
6' 3116
i 2
3/18
PERCOLATION RATE- 14 (MIN/INCH) PERC HOLE DIAMETER -
6 -TEST RUN BETWEEN 5 FT AND 6 FT
S01 GGE I BY A A_ZARINI PERCOLATION TEST BY: CHARLES BALZARINI
I % CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE
AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 41L? L6i
EAGLE RIVER
ENGINEERING SERVICES
P.O. Box 773294
Eagle River, Alaska 99577
(90T) 69"19S
ERES Project No.: 06-064
Calculated By: CB
Date: 08/17/2006
Legal: preuss#1 lot 2 block 2 TEST HOLE
Single Family 3 Bedroom Dwelling
Shallow Trench Subsurface Wastewater Disposal Field
Water use at 150 gallons per bedroom =
450
gallons
Percolation rate =
14
minutes per inch
Wastewater application rate =
0.6
gallons per day per square foot
Required absorption area =
563
square feet
Trench width (W) =
5
feet
Gravel depth (D) =
4
feet
Required length = Shallow trench factor • Required absorption area / W
Shallow trench factor = (W + 2) / (W + 1 +2 D)
Shallow trench factor= 0.50
Total Excavation Depth = 7.5 feet
Required length = 56 feet
06-064CALC.xis 5:07
E
w
N
I
N
'C
a
40
C
O
d
cn
CL
E
IL
iao{'(Hal) PeOH DIWBU a 18101
1^I 10 pN O O O A O �• m� 1'1 O
• II '
0
CL
cm
0
LM0
d
Z
0
F
SHIM
m
MMI
iao{'(Hal) PeOH DIWBU a 18101
1^I 10 pN O O O A O �• m� 1'1 O
• II '
0
CL
cm
0
LM0
d
Z
0
F
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
;. 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
NAME124
/
PHONNEE
❑ NEW
PGRADE
MAILING AD
." 1) X
LEGAL DESCRIPTION
km bZ4, K E
LOCATION—•�� / �
NO. OF B ROOMS
VY
DISTANCE TO:
Well t
0
Absorption area
� �
Dwelling r /
J
PERMIT N
� d iK 3 S
PZ
W
Manufacturer
��c .fiS s4'
Mater 1 0
L/� �Tl C-
No. of compartments
>
y
Lin. capacity in gallons
®
IF HOMEMADE:
Inside length
Width
Liquid depth
O z
DISTANCE TO:
W I
Dwelling
PERMIT NO.
z Q
2 H
Manufacturer
'
Material
Liquid capacity in gallons
O
DISTANCE TO:
Well
Foundation
Nearest lot line
PERMIT NO.
LU
J w Z
F Z w
No. of lines
Lengt �aph line
Total length of �ne�s
Trench width
inches
Distance between lines
Q
�
Top of the to finish grade ,
`4
Material beneath tile ¢ 7 inches
Total effective absorpti n a,Cea
67 �J I
w
0
Length
Width
Depth
PERMIT NO.
a F
wa
Type of crib
ib d' meter
Crib depth
Total effective absorption area
Lu
N
W
DISTANCE TO:
Mll 4
Building foundation
Nearest lot line
J
J
Class�i J,�,-
Depth
Driller
Distance to lot line
PERMIT NO.
Lu
R:
DISTANCE TO:
Building foundation
Sewer line
Septic tank
Absorption area(s)
OTHER
t t
PIPE MATERIALS
SOIL TEST RATING
1
INSTALLER
REMARKS
A /
AP ROVED DATES LEGAL
I� V 7
71013 (Rev. 3/78)
vs
TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH
MAXIMUM NUMBER OF BEDROOMS = ] SOIL RATING (SQ FT/BR)= 225
THE REQUIRED SIZEE OF THE SOIL ABSORPTION SYSTEM IS:
� �E:r-4r_3l_I-l== 13F-nVE7I -1-
THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRHINFIELD.
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).
���U I F;? r--- C -o �Em- F -'IF 1 0 ��r-A I---- -'-=. 3: ZFEE�- -1 - 121 C:l (:1 9:3 n L_ L_ 0:3���
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.
�I.-A C2 a', -.:2 _-H 1 P-4 _�_- Fml _T, T Co P-4 _1=- n r__� I=- ���Lj I F.: F= r -A
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 H PRIVATE WELL OR 150 TO 200 FEET FROM H PUBLIC WELL DEPENDING
UPON THE TYPE OF PUBLIC WELL
MINIMUM DISTANCE FROM A PRIVATE WELL TO H PRIVATE SEWER LINE IS 25 FEET HND
TO H COMMUNITY SEWER LINE IS 75 FEET.
OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE
AVAILABLE TO INSURE PROPER INSTALLATION.
����4 2: -1- f=_ 0�4 F:" I F-! r-- E=_ 9::-. I= r-1 lE_-3E-T_ FR .2- -1 �-==I 0 __lL
I CERTIFY THAT
1: I HM FHMILI8R WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET
FORTH BY THE MUNICIPALITY OF ANCHORAGE.
2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES.
]: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE
RESIDENCE IS REMODELED TO INCLUDE MORE THAN ] BEDROOMS.
APPLICANT DALE ISEWBURG ^ �
� /��)~~�I
ISSUED BY� ��� --~___-~DHTE_��__��_������� Y4. 0
~
' DEPARTMENT
/HEALTH
AND ENVIRONMENTAL |ITECTIOM
~
825 /L'
STREET,
HNCH8RHQE, RK. 99�01
�qi
264-4720
—
-
,
'��_����
( 810435
������ � ��� ��
PERMIT
NO.
� APPLICANT
DALE ISENBQRG
SR 2 BOX 4380
688 ~�Y�t J�
� LOCATION
EAGLE RIVER
|Lm����
� LEGAL.
LOT 2 BLK 2 PREUSS
S/D #1
LOT SIZE 22000
SQUARE FEET
TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH
MAXIMUM NUMBER OF BEDROOMS = ] SOIL RATING (SQ FT/BR)= 225
THE REQUIRED SIZEE OF THE SOIL ABSORPTION SYSTEM IS:
� �E:r-4r_3l_I-l== 13F-nVE7I -1-
THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRHINFIELD.
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).
���U I F;? r--- C -o �Em- F -'IF 1 0 ��r-A I---- -'-=. 3: ZFEE�- -1 - 121 C:l (:1 9:3 n L_ L_ 0:3���
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.
�I.-A C2 a', -.:2 _-H 1 P-4 _�_- Fml _T, T Co P-4 _1=- n r__� I=- ���Lj I F.: F= r -A
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 H PRIVATE WELL OR 150 TO 200 FEET FROM H PUBLIC WELL DEPENDING
UPON THE TYPE OF PUBLIC WELL
MINIMUM DISTANCE FROM A PRIVATE WELL TO H PRIVATE SEWER LINE IS 25 FEET HND
TO H COMMUNITY SEWER LINE IS 75 FEET.
OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE
AVAILABLE TO INSURE PROPER INSTALLATION.
����4 2: -1- f=_ 0�4 F:" I F-! r-- E=_ 9::-. I= r-1 lE_-3E-T_ FR .2- -1 �-==I 0 __lL
I CERTIFY THAT
1: I HM FHMILI8R WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET
FORTH BY THE MUNICIPALITY OF ANCHORAGE.
2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES.
]: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE
RESIDENCE IS REMODELED TO INCLUDE MORE THAN ] BEDROOMS.
APPLICANT DALE ISEWBURG ^ �
� /��)~~�I
ISSUED BY� ��� --~___-~DHTE_��__��_������� Y4. 0
~
i ;..aw i
825 "L" STREET
Of
ANCHORAGE, ALASKA 9950'
(907) 264-4111
GEORGE M. SULLIVAN,
MAYOR
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
December 31, 1980
Dale Isenbury
% Post Office Box 911
Eagle River, Alaska 99577
Permit # 800615
Subject: Lot 2 Block 2 Preuss Subdivision #1
A permit issued by this department for well and/or sewer
system has expired as of this date.
Permits are issued on a calendar year basis, as stated on
the permit, by authority of Municipal Ordinance.
If you have drilled the well, a well log should be sent
to this department to document the installation date.
If an engineer inspected the installation of the on-site
sewer system, please have them.send us the as-builts for
our files.
If there are any further questions, please call this
office at 264-4720. l
Sincerely,
Les N. Buchholz, R.S.
Senior Environmental cialist
^ DEPARTMENT r- HEALTH AND ENYlMBNMEN}HL ' `U|E[Tl8N
825STREET/ ANCHORAGE, HK. 9S,1
' 264-4720
C) P -A —"H. I -V 9= r-:- L,J F: F;;:� F:�'E7_ F27V'l I -T'
PERMIT800615 >
APPLICANT DALE ISENBNC/0 PO BOX 911 E.R
�
LOCATION E. R.
LEGAL L2B2 PREUSS #1 LOT SIZE 22000 SQUARE FEET
TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH
MAXIMUM NUMBER OF BEDROOMS = ] SOIL RATING (SQ FT/BR)= 225
THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS:
C., r__ F:> _r I -A - -0 L_E"P,80-Ff-l� ��'5 F_ -A EE F-' -r 1-4 -�t
THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRHINFIELD.
THE DEPTH OF H TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE
GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET).
THERE IS NO SET WIDTH FOR TRENCHES.
THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE
AND THE BOTTOM OF THE EXCAVATION (IN FEET).
����I Fi."EE r -a !-=-. RE F-4 _T 3: 9::, 7' n PA K ��1 2f, r=- :lL 0��K-28 C-3 F-1 I L_ CH r-4�
PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE
INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE
NUMBER OF RESIDENCES THAT THE WELL WILL SERVE.
--- -F�41ZW < -2 > I "!F. F- E_ r-- -F I Cl " 0=-. F4 F2 F= FR! E: 0 U I FZ* I=- CA �~~
BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS
DEPARTMENT WILL BE SUBJECT TO PROSECUTION.
MINIMUM DISTANCE BETWEEN Ff WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS
100 FEET FOR H PRIVATE WELL OR 150 TO 200 FEET FROM H PUBLIC WELL DEPENDING
UPON THE TYPE OF PUBLIC NELL
MINIMUM DISTANCE FROM H PRIVATE WELL TO A PRIVATE SEWER LINE IS 25 FEET AND
TO H COMMUNITY SEWER LINE IS 75 FEET.
OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE
AVAILABLE TO INSURE PROPER INSTALLATION.
��F-"lr-1 31 'T' �=XF:, I :a-1 nlL -<:?I E:� PEI
I CERTIFY THAT
1: I HM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET
FORTH BY THE MUNICIPALITY OF ANCHORAGE.
2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES.
]: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE
RESIDENCE IS REMODELED TO INCLUDE MORE THAN
SIGNEDA,
APPLICANT DALE DHLE INBUR�
�
Y4. 0
�
ISSUED BY d
�GRE'A' ER ANCHORAGE AREA BOR'�uJGH
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ®N -SITE SEWAGE DISPOSAL SYSTEM �i
NAME d6h/ �� 't%A�� " MAILING ADDRESS /?�j ��� PHONE 6OOe `f%� �i�S5S4N;2-
LOCATION LEGAL DESCRIPTION /0 T Z 1 1,- LU6 & z P.ek'e S 5 slo
SEPTIC TANK:
DISTANCE NUMBER OF
FROM WELL MANUFACTURER —MATERIAL _1 �SI/�S COMPARTMENTS
INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY +70c> GALLONS.
SEEPAGE PIT:
NUMBER OF PITSpp DIAMETER OR WIDTH_, LENGTH/1-3, DEPTH
LINING MATERIAL f, Vie' CRIB SIZE: DIAMETERDEPTH DISTANCE FROM: WELL
�y TOTAL EFFECTIVE )
BUILDING FOUNDATION_, NEAREST LOT LINE Q i ABSORPTION AREA (WALL AREA � ) SQ. FT.
ADDITIONAL ABSORPTION
WELL:
TYPE
BUILDING
FOUNDATION
CESSPOOL
APPROVED_
CONSTRUCTION
NEAREST
LOT LINE
OTHER SOURCES
1=�G� e,) C�'//
DEPTH DISTANCE FROM:
NEAREST SEPTIC SEEPAGE
SEWER LINE -,TANK -,SYSTEM .
DISAPPROVED REMA
DISTANCES: DIAGRAM OF SYSTEM
FJ
INSTALLED BY:
1�
y f4'?
PIPE MATERIAL:��
lZ<< pyU (`_r r/(I'(-
LOT SLOPE:
REMARKS.
_Tii S lJ
DATE i9� S�/ s APPROVED
G.A.A.B.
r
Z 1"-7-7 f"
OWNER OF LAND ........................ ------
ADDRESS........................................................... ............... -------------- ......
WELL SITE ...... y
DATE -STARTED ......................................... ------------
DATE -ENDED ................ ----_----------- ---------------------
KIND OF FORMATION:
DEPTHOF WELL ......
- 3 "
3. ..............c ...............3
...................
STATIC LEVEL OF NATER FT. ......
3.00
........................ .
DRAW DOWN FT.
-------------_-----------------------
------------_--------__...........GALS.PER
-1
GALS. PERHR. ----------
90C> ..........................
. ...................
KIND OF CASING -------------
---------- -----------_-
......... ..............
FROM. 0 ....... _FT. TO -------- ? --------------
FROM ... ......
_.FT. TO ...... ------- XT --j--- ------ - -------
FROM_ .... 3 ...........FT. TO-----+ ---- FT. --,f ------ 3 ...... A ... 0 ----------
tz
Z_ /1 4,1 () �
FROM ---/-S ........... FT. TO -----I 5 ---------FT.. e- --------------- FROM ---------------------FT.
�Z
0 4- &�I_IUFPROM ------------------------
FROM ..... ...... FT. TO.... 7.S ---------- FT._� ..... ------------- _ " .-
'g -
FROM....... ...... FT. TO ---- -------- J ------X -----6 alluFROM------------------------FT.
FROM.... ...... FT. TO ---_]7 ..... ........... FROM ------------------------FT.
FROM .... -----..FT. TO_J4.,S ......FT. a 6 QA FROM ........................FT.
FT. TO -33-6 ------- FT...Y
TO ...... .................FT.------------------
FT. TO--------------------- - XT -----------
TO --_------------------- FT ...............................
TO--------- --------------FT.---------------_-----_-----
TO ----- .................. FT ....... .......................
FROM ----l;) _% -------
FT. TO.--
-1
FROM--------------- ........
FT. TO ........................
FT .........
.....................
MISCL. INFORMATION:
/g,"/? ot-,qu I= I
DRILLER'S NAME ..../ fS-
0
GRE/ PERM II rvu.
DEPARTMENT OF ENVIRONMENTAL QUALITY
3330 "C" STREET ANCHORAGE, ALASKA 99503 Al'�c.) CD.IJ��_
TELEPHONE 274-4561
APPLICATION AND PERMIT mEss
SEWAGE DISPOSAL SYSTEM ��t � t�q
PHONE
'Z) 0A1
2/n� ���41)) MAILING ADDRESS
NAME OF. APPLICANT
INSTALLATION LOCATION
DESCRIPTION -!J% 2
OTHER
LEGAL DRAIN FIELD
SEEPAGE PIT
INSTALLATION OF: SEPTIC TANK
TYPE AND SIZE OF FACILITY TO BE SERVED
7p BE INSTALLED BY G '�
FINANCED THROUGH / Jo /y J NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST
SOIL TEST RESULTS %J
COMPLETION DATE ANTICIPATED
24
IQUAL TCE QY AUTHORITY WILL SUBOF ANY SYSTEM ECT TO PR SECIUTIONT FINAL INSPECTION BY THE
FINAL INSPECTION:
DEPARTMENT OF ENVIRONMENTAL
TYPE
-L' TYPE SEEPAGE AREA SIZE
SEPTIC TANK SIZE nIAGRAM OF SYSTEM
MINIMUM DISTANCES, REQUIREMENTS
FOUNDATION TO SEPTIC TANK
ZQ J DETAIN FIELD —�.
FOUNDATION TO SEEPAGE PIT ----�–
SEPTIC TANK TO SEEPAGE PIT WALL
s
J 26 J DRAIN FIELD
SEPTIC TANK
SEEPAGE PIT ��'
TO NEAREST LOT LINE. / 0 ,712 /s-0/a� / SEEPAGE PIT V0
WELL TO SEPTIC TANK
ALSO CONSIDER AREA WELLS.
DRAIN FIELD
SEEPAGE PIT
WATER MAIN TO SEPTIC TANK ---
DRAIN FIELD 7-e
DRAIN FIELD
SEPTIC TANK, —`-/ SEEPAGE PIT
TO RIVER, LAKE, STREAM.
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION 5 FEET INTO UNDISTURBED SOIL.
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT
FITTED WITH AIRTIGHT REMOVABLE CAPS.
C/'v/4�t)4E
GRAVEL BACKFILL 2—
CONFORM
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION.
G.A.A.B.
OR
LICENSED DESIGNER
Z Lam' /2.L7
1 CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 2B-68 AND THAT THE ACI.
DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE.
AL I
cl/// APPLICANT'S SIGNATURE
DATE
FORM NO. EQ -016
. - --FAIJIBANKS
JUNEAU
CONSULTANTS, INC- .
TELEPHONE 907-279.0403 -
TELEX 090-35419
,.o
•
P.O. HOX 8087 ANCHORAGE, ALASKA 99503
2A9 EAST 51ST AVENUE - - - -
- R & M NO. 562107
September 11, 1975
Don Zimmerman
P. 0. Box 596 -
Eagle River
Alaska 99577
og Report for Sanitary System
RE: Test Hole and Soil Lss Subdivision
Lot 2, Block52, Prue/
Dear Mr. Zimmerman:
We are submitting
herewith the test boring. results and our cOMMsttsationrar
our request of 8-28-75 and those procedures
ing soil .conditions encountered at the subject site. This roves ig
was performed in accordance with y 1975, by Mr. Rolf Strickland of the
outlined in a letter dated July
De Depart
of Environmental Quality.
Greater Anchorage Area Borough P
ut down within the Lot 2 area for the purpose of
A single test.hole was P proposed sanitary
defining general subsurface soil conditions for the p P
0 feet below ground sur -
system. Excavation was accomplished with a tractor -mounted backhoe d
the test hole was extendedto a total test hole has been included in
face. The final log prepared
Drawing A-01•
Ground water was not encountered in the, test hole. you. Should
appreciate being given this opportunity to be of service to
We app with regard to the above, please do not hesitate to
you have any questions
contact us.
Very truly yours,
R & M CONSULTANTS, INC.
James W. Rooney
Vice President
JWR/WED/ja
xc: GAAB
_
TH-1
i,
8-28-75
0.0'
o
ORGANICS _ _ ---
0.5'
o .
SILT SOME SAND & GRAVEL (ML)
ae: '
1.5'
r
SANDY GRAVEL TRACE
SILT (GW) 0
3.0'
o::: ;
SILTY SANDY GRAVEL
w/MANY
COBBLES (Gil)
UO:
o..
12.0' T.D.
NO WATER TABLE
Log represents
area of
test hole on
Subdivision
Lot 2, Block 2,
Pruess
Don Zimmerman Property
Log of Test Hole
ALASKAInc. JUNEAU
��'��K�
Anchorage, Alaska
- -
- ANCHORAGE FAIR9ANKS
ANCHORAGE
-
-CHKD
WED
PROJ. NO. 562107 DW NO. A-01DATE
111=3'
OWN BY WED
BY
9-11-75 SCALE
Municipality of Anchorage ^
Development Services Department :'•�".'aJ~'.
Building Safety Division =
On -Site Water and Wastewater Program
- 4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.org/onsite
(907)343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcell.D. 05b'Jlip -0 COSA# No 501 -
Expiration Date:
1. GENERAL INFORMATION
Complete legal description
Location (site address)
Current Property owner(s)
Mailing address
Lending agency
Mailing address
.. .. Mai -0• 1 1j;
Day phone
Real Estate Agent doQ e Russo Day phone rn 88- ;3QJ R
Mailing Address 1 7-c1 D C• F nj mr nt e_ DR Lac E?_no 46lizA-AC 9rz k v
Unless otherwise requested, COSA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS:_
3. TYPE OF WATER SUPPLY:
_ (
TYPE OF WASTEWATER DISPOSAL:
Individual Well
t✓J
Individual On-site
LTJ
Individual Water Storage
❑
Individual Holding tank
❑
Community Class Well
❑
Community On-site
❑
Public Water System
❑
Public Sewer
❑
The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of On -Site Systems
Approval (COSA) based only upon the representations given In paragraph 4 by an independent professional civil
engineer registered In the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer of
title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water
supply system. DSD also issues COSAs upon request to homeowners. Certificates of On -Site Systems Approval
are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued
with new water sample results. (Certificates may be reissued for a period of up to one year with valid water
samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system.
The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work.
4. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation,
based on procedures outlined in the Certificate of Onsite Systems Approval Guidelines for this application,
shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate
for the number of bedrooms and type of structure indicated herein. I further verify that based on the Information
obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water
supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes,
ordinances, and regulations in effect at the time of installation.
Name of Firm Eagle River Engineering Services
Address Eagle River. AK nocr.
Engineer's Printed Name Chl'iS4l) 1Q r jKjff
S. DSD SIGNATURE
V Approved for bedrooms.
Disapproved.
Phone6-PH-51q5
Date
Conditional approval for • bedrooms, with the following stipulations:
Attachments:
COSA Checklist X
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
Arsenic Advisory
Maintenance Agreements
Supplemental Engineer's Report
Other
By: .- Original Certificate Date: 101-31101,
(Rev.,,)05)
Municipality of Anchorage
Development Services Department E.
Building Safety Division
On -Site Water & Wastewater Program '" `•
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.org/onsite
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST
Legal Description:I"RCLA5S # I Z-0 Z J?JoGlc Z Parcel ID: 6.f16-5qa-07
A. WELL DATA
Well typePIUJAi r; If A. B, or C provide PWSID #
Date completed JJjyi Sanitary seal PN) 9�
Total depth 31kft. Cased to 19 -12 -ft.
FROM WELL LOG
Date of test 10 1/1 /15 %5
Static water level 300 ft.
Well production 15, g.p.m.
WATER SAMPLE RESULTS:
Coliform �colonies/100mL Nitrate mg/L
Arsenic: X mgA Date of sample: 2wp t
B. SEPTIC/HOLe tG TANK DATA
Tank Type/Material 5 r=_ pT1G AnERZ
Well Log O1) VC
Wires properly protected &N) Yl -r3
Casing height (above ground) I a in.
AT INSPECTION
Tho 2200 G
29 5' ft.
V 5.14 g.p.m.
Other bacteria 0 colonies/100 mL
Collected by. e MkLES 04L249,D%1;
Dateinstalled 9//91ZoOG
Tank size (&aQ gal. Number of Compartments Z CleanoutsO/N) 1�£ Z
Foundation cleanout &t) -ye-3 Depression over tank (YoN a High water alarm L'N) y873
Date of pumping Pumper
C. ABSORPTION FIELD DATA
Date installed �6 Soil rating (g.p.dJft2 or 2 ) O. *0 System type �bt b9AZAf2D
Length 59 ft. Width 5 ft. Gravel below pipe_ ft.
Total depth Z ft. Eff. absorption area$ �3 ft2 Monitoring tube [f5 Depression over field V 0
Date of adequacy test N�ii ItlbTJ Results (Pass/Fatty Oq s S For bedrooms
Fluid depth in absorption field before test -Oin. Water addedPA gal. New depth-4YA in.
Elapsed Time: t0 -min. Final fluid depth SIA: in. Absorption rate >= 600 g.p.d.
Any rejuvenation treatment (past 12 mo.) (YIN & type) Al If yes, give date A//,¢
D. LIFT STATION
Date installed 9//9 lzoo 6 Size in gallons 1 ScsD Manhole/Access&) Ile -5
'Pump on' level at 149 in. 'Pump off" level at zfD in. High water alarm level at L/ i in.
Datum Tv P of B k;P J Cycles tested NCt,.! Meets alar & circuit requirements? /e SS
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
t
Septic tank/lift station on lot +- l o--)
Absorption field on lot +Ivo r
r
Public sewer main
i- foo
/
Sewer /septic service line 1-7-5
Animal containment areas f, /vo r
On adjacent lots + r cro r
On adjacent lots +100 r
Public sewer manhole/cleanout
r
Holding tank 1' % S
Manure/animal excrete storage areas 1 I vo
SEPARATION DISTANCES FROM SEPTIC/HeL M G TANK ON LOT TO:
r
Building foundation + S r Property line 't' S Absorption field / S
Water main +(0 Water service line +10 r Surface water f -/VV
/
t
Wells on adjacent lots t(oo
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line i' Iy r Building foundation 410 r Water main /v /
Water Service line 1O r Surface water i-/ r1O r Driveway, parking/vehicle storage i L 5
r
Curtain drain 1 -S -O Wells on adjacent lots -� 100
F. COMMENTS
5.7 c P. 7-4v"4 d- D R
G. ENGINEER'S CERTIFICATION
1 certify that I have determined through field inspections and t
review of Municipal records that the above systems are in
conformance with MOA COSA guidelines in effect on this date.
I HRISTOPHER R
Engineer's Printed Name e-wUsyPrl En P, L.lccli> , C
Date /0 /0 6
COSA Fee $ T :36
Date of Payment %3 D
Receipt Number -33
(Rev. 11105)
Waiver Fee $
Date of Payment
Receipt Number
SCS ReLM
1063605001
All Dates/Times are Alaska Standard Time
Client Name
Eagle River Engineering
Printed Date rime
07/122006 8:02
Project Name/N
Preuss #I Lot 2 Block 2
Collected Date rime
07/052006 10:30
Client Sample ID
Preuss 81 Lot 2 Block 2
Received Dale/rime
07/052006 11:37
Matrix
Drinking Water
Technical Director
Stephen C. Ede
Sample Remarks:
Allowable Prep Analysis
Patameter Results POL Units Method Container ID Limits Date Date Init
Metals by
ICP/MS
Arsenic
Watara Department
Nitmte-N
Microbiolocy
Laboratory
Total Colirorm
Me
0
0
5.00 ug/L EP200.8
0.100 mg/L EPA 353.2
C (<10) 07/07/06 07/08106 Ml l
B (<10)
coV100mL SM209222B A (<I)
07105/06 ALR
07/05106 TLF
5. LEGAL DE CRIPTION
DATE RECEIVED
. INSPECTION APPOINTMENTS
TIMETIME
&F,13EDROOMS
TIME
Ell One ❑ Four ❑ Other
DATE
DATE
DATE
(Y Three ❑ Six
7. WATER SUPPLY
[jI] INDIVIDUAL*
1 n.
INSPECTOR
INSPECTOR
INSPECTOV ^^ �
�t�h
MUNICIPALITY OF ANCHORA '
MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH &
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTI JMVIRONMENTAL PROTECTION
825 L Street - Anchorage, Alaska 99501
•
QC+� 1 1980
ENVIRONMENTAL SANITATION DIVISION
Telephone 264-4720 D t I r
I I 1
REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWE
DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing.
1. PRQPERTYOWNER
IPJ
PHONE
MA NG ADDR SS
PROP RTY R SI DENT (If different from above) -PHONE
2, BUYER
PHONE
J\ _
MAI LING ADDRESS
3. LENDING INSTITUTION ,l��y.- / y
PHOjN/E5-
MAILING ADDRESS
4. REALTOR/AG T
;
PHONE
�N
MAILING ADDRESS
5. LEGAL DE CRIPTION
STREET L CSA ION f
�
✓✓d//y// e3 C
&F,13EDROOMS
6. TYPE OF RESIDENCE 7
Ell One ❑ Four ❑ Other
,.;�(
9— SINGLE FAMILY
❑ Two ❑ Five
❑ MULTIPLE FAMILY
(Y Three ❑ Six
7. WATER SUPPLY
[jI] 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
S
INDIVIDUAL/ON-SITE**
/ 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)
�01w
72-010 (Rev. 6/79)
THIS SIDE FOR OFFICIAL USE ONLY
1. TYPE OF RESIDENCE
❑ SINGLE FAMILY
❑ MULTIPLE FAMILY
NUMBER OF BEDROOMS
❑ ONE
❑ TWO
❑ THREE ❑ FIVE ❑ OTHER
❑ FOUR ❑ SIX
2. WATER SUPPLY
❑ INDIVIDUAL
❑ COMMUNITY
❑ PUBLIC UTILITY
Connection Verified
PERMIT NUMBER
DEPTH OF WELL
DATE DRILLED
LOG RECEIVED
3. SEWAGE DISPOSAL SYSTEM
❑INDIVIDUAL/ON -SITE
❑PUBLIC UTILITY
Connection Verified
PERMIT NUMBER
DATE INSTALLED
INSTALLER
E71 Septic Tank or ❑ Holding Tank
Size: 4�Ou If Tank is homemade
give dimensions:
SOILS RATING
TYPE OF TANK
MANUFACTURER
TOTAL ABSORPTION AREA
MATERIAL
I
4. DISTANCES
WELL T0:
Septic/Holding Tank
Absorption Area
Sewer Line
Nearest Lot Line
Absorption Area to nearest Lot Line
-
5. COMMENTS
0APPROVED FOR 3 BEDROOMS
❑ CONDITIONAL APPROVAL (letter must accompany certificate)
❑ DISAPPROVED
DATE
72-010 (Rev. 6/79)
J 1\
DAVID A. SLENKAMP
ROBERT A. SHAFER
I MUNIrIperwr eF NCmOVAUk:
MECHANICAL ENGINEER DEPT. OF HEAVMI L&ENG I NEER
694-9055 ENVIRONMENTAL PPOTftt1W
October 291, 1980' OCT 2 2 i980
RECEIVED
Dale and Linda Isenburg
c/o Totem Realty
ATTENTION: Audrey Mason
P.O. Box 911
Eagle River, Alaska 99577
Dear Mr. Isenburg,
Reference: Lot 2; Block 2; Pruess Addition1
At the request of Totem Realty a sewer system adequacy test was
performed on the system located on the referenced property.
The septic tank was pumped and verified to have a capacity of
1000 gallons. The seepage pit was full of water and had to be
pumped. Approximately 1000 gallons of water was removed and
then recharged into the crib. At the completion of a 24 hour
period only approximately 55 gallons of water had percolated from
the system.
It can be concluded from this test that the septic tank is adequate;
however, I regret to inform you that the seepage pit does not
meet Municipality standards. The absorption area can be upgraded
with the addition of a trench. You may obtain a permit for this
work from the Municipality of Anchorage, Department of Health and
Enviornmental Protection, 825 L. Street or if you wish us to
continue to serve you in this matter, please do not hesitate to
contact us.
Sincerely,
BERT A. A' R, P.E.
RAS/ss
cc. -Municipality of Anchorage
Department of Health and Enviornmental Protection
First National Bank of Anchorage
SRB 196X EAGLE RIVER, ALASKA
GREATER ANCHORAGE AREA BOROUGH �wJ(
Department of Environmental Quality eq,
33 0 "C" Street, Anchorage, Alaska 99503 274-4561
Date Received II -0—r) r—)
Time of Inspection
Date of Inspectionj/ --�
REQUEST FOR APPROVAL OF
INDIVIDUAL SEWER & WATER FACILITIES
FOR
1. Approval requested by: -(1sN
Mailing Address:
2. Property Owner: Phone:
Mailing Address: �nel I�iY�a(o_ (LL21 �q(n nrd 2�i,�A
3. Legal Description: Q6C-k a —P nna_ionr)
4. Location: (,'1_,_-L �C,e'X�Lo IC��ki) (LCC .
5. Type of facility to be inspected �,,�,,(� iron �o, No. of bedrooms oh A ,o
6. Well Data:
A. Type Li ')A -k , �[ A , . Cj 9 B. Depth %%lo, 'I"
C. Construction ST2m/ 9L) �m�fi'/i//�(� D. Bacterial Analysis
7. Sewage Disposal System: LO u -
A. Installed ��q`a. B. Installer S
C. Septic Tank: I. Size 1-00e 2. Manufacturer S a,oySe 7-
�.lifSri �
D. Seepage Pit: 1. Absorption Area 4/D 2. Material /,q f `
E. Disposal Field: Total length of lines
8. Distances:
A. Well to: Septic tank Absorption area Sewer Lines ,
Nearest lot line Other contamination
B. Foundation to septic tank 1�� Absorption area
C. Absorption area to nearest lot line
EQ -034 (1/74) Page 1 of two pages
Pane 2 of two pages - Rec st for Approval of Individual S �r & Water Facilities
Legal Description , I o nn "A -t- I , Z'k nv
Comments
i /J
Approved , �� Disapproved Date (�
Appi val,Valid for one year from date signed
Greater Anchorage Area Borough, Department of Environmental Quality
DIAGRAM OF SYSTEM
1 cerL1Ty Lnac Lne Inrormatiun w nuaineu in L-11 la rcyucao IUi UFF1VV", w W, u
accurate representation of the subject sewer and water facilities and these facilities
are operating satisfactorily.
SIGNED
EQ -034 (1/74)
Date
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF ENVIRONMENTAL QUALITY
3330 "C" Street, Anchorage, Alaska 99503 — 274-4561
REQUEST FOR APPROVAL OF
INDIVIDUAL SEWER and WATER FACILITIES
1. Type of Inspection:
CMRRO
VA FHA
CONV
2. Property Owner: �C
/)
/OSI! ZZ22
91-122a/7
Mailing Address:
(j � �y
Day Phone
�" w
- y
3. Name of Buyer.
Mailing Address:
Day Phone
4. Name of Lending Institution:
Mailing Address:
onUl/i.�{
c� �
e
ZZV64-1 Phone
5. Name of Realtor or Agent:
%'ll�%�E'/
/��,1T4j9
Mailing Address:
s�/(J�jf/--i�l�
/�i /tet/aa Phone
6. Legal Description::y4,/f//L-/C 67
/
Location: ///le'
7. Type of Facility to be inspected:
8. Water Supply
Type of Supply: Public Utility
If Individual, number of dwellings presently served
If Individual, depth of well
9. Sewage Disposal System
Type of System: Public Utility
If Individual, date of installation / Z-2
EQ -037 (1/74)
No. Bdrms. S
_ individual
Individual (on-site) wel
1