HomeMy WebLinkAboutFISCHER BLK 1 LT 3B1Fischer
Block 1
Lot 3B-1
#015-292-25
MAWS
�4'I gG
• ( Municipality of Anchorage `°
ti _ On-Site Water and Wastewater Program s
G�I El Y
(907) 343-7904
Certificate of On-Site Systems Approval
Lr
Parcel I.D. 015-292-25 Expiration Date: J
1. GENERAL INFORMATION:
Complete legal description FISCHER; BLOCK 1, LOT 3B-1
Location (site address) 5140 Spruce Creek Circle*Anchorage,AK 99516
Current Property owner(s) Cameron &Patricia Libby Day phone 885-9860
Mailing address
Real Estate Agent Day phone
2. TYPE OF DWELLING:
® Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 3
4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL:
Individual Well ® Individual
Individual Water Storage ❑ Holding Tank ❑
Community Class Well ❑ Community ❑
Public Water System ❑ Public Sewer ❑
WaiverNariance request for: Distance:
Received by: Date:
COSA to be released to the engineer,unless otherwise requested by the engineer.
COSA Fee $ 555 Waiver Fee $
Date of Payment 112/111 Date of Payment
Receipt Number 034(86 Receipt Number
COSA# 8 Ptq t612-3 Waiver#
5. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation,
based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines for this application,
shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate
for the number of bedrooms and type of structure indicated herein. I further verify that based on the information
obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water
supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes,
ordinances, and regulations in effect at the time of installation.
Name of Firm: Garness Engineering Group. Ltd (GEG) Phone: 907-337-6179
Address: 3701 East Tudor Road, Suite 101-Anchorage,Alaska 99507
Engineer's Printed Name: Jeffrey A. Garness Date:
In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system v OFA 4' '%
in accordance with the guidelines and regulations established by the Municipality of Anchorage and ',=;'' ,..•••..•...• .4 ,-
industry practices. The reported results describe the condition of the system/s on the date/s of the G i J/ •`� �,
evaluation. Separation distances were measured to readily identifiable features. Hidden defects or �, .-� ;f -.-7Uf
encroachments may exist that were not identified during the evaluation. The operational life of all wells �j *'. Vq
and septic systems depend upon a variety of variables, including but not limited to, soil conditions, g , , , , `f)
groundwater levels (that may fluctuate during the year), quality of construction (materials and
workmanship),and the water usage of the family utilizing the system/s. These conditions can vary,and .
are outside the control of GEG. Satisfactory test results do not guarantee future performance of the 'J f y' , Corness.:
system/s;therefore, GEG makes no warranty (express or implied) regarding the future performance of �O� "./�C- •�" • QJ 4O
the well or septic system. GEG makes no representation whether an alternative well or septic system l' r J!' (F•4--
can
O
can be installed on the property in the event either of the current systems fail to perform adequately in rt-s,. .'L .1. /1• . c
the future. The content of this report is for the sole benefit of the person/party that retained GEG to ll��proress+or&'
perform the evaluation. Reliance upon the information provided in this report by any other person or ��DOO�o=
party (including subsequent property purchasers) is not authorized, nor will it confer any legal right
whatsoever.
#AECC884
6. DSD SIGNATURE0t "r ~"e
System #1 Approved for 3 bedrooms ‘-,
1 ON-SITE
System #2 Approved for bedrooms WATER AND m
Disapproved v WASTEWATER z"
O=
Conditional approval for bedrooms, with the following sti.I'tioP�OGRAM
II �p . p
1. i S e 4 icC�ov✓l �E is �� ielti/S v r`"'ANTSER�_G �
KWAli it-e aJ elk 1/442.1 .S.90+1.c 4044k I S 2 0 tet,/eal/'S
k,-...., .4 __A.,....—____ Original Certificate Date: 2^( —IV
The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On-Site Systems Approval (COSA) based only
upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The
Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work.
7. ATTACHMENTS:
COSA Checklist Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other t ''..' ) c)
.g.ee ik , .0 -, Veiltil.ftdi
COSA blue sheet 10.10-12.doc I
COSA Checklist
Legal Description: FISCHER; BLOCK 1, LOT 3B-1 Parcel ID: 015-292-25
If more than 1 septic system on lot: COSA Checklist# 1 of 1 Structure served by this system 1
A. WELL DATA
❑Well log is filed with Onsite (or attached) Well production at time of test 6.8+ gpm
Date drilled 1974(7) Water storage tank volume N/A gallons
Total depth *234.1+ ft Well disinfected for coliform test? ❑ Yes ❑■ No
Cased to UNK ft 0 Coliform bacteria is Negative
0 Sanitary seal is functioning correctly Nitrate 2.19 mg/L ❑ Nitrate less than MRL(ND)
0 Wires are properly protected Arsenic ug/L 0 Arsenic less than MRL (ND)
Casing height(above ground) 12+ in. Collected by GEG, Ltd.
Date of flow test for COSA 1/8/19 Date of Sample 1/8/19
Static water level at beginning of test 229.2 ft.
Comments *PER GEG INSPECTION
B. TANK DATA C. LIFT STATION
Age of tank(s) 27 years ❑ Required maintenance completed
Tank type/material STEEL Age of lift station years
Standpipes/foundation cleanout per record drawing Lift station material
Date of pumping 5/14/18 Comments: 52 INCHES OF LIQUID IN TANK ON
1/8/19
D. ABSORPTION FIELD DATA
Which system tested (date installed) 1".'3'°° Adequacy test date 1/8/19
0 ALL standpipes present per record drawing Results 0 Pass For 3 bedrooms
Total measured depth from grade 6.7+ ft(max) Fluid depth prior to test 28 in
Measured depth to pipe invert from grade 2.5+ ft(min) Water added 621 gal
❑ N/A—pressurized field New depth 36 in
0 Monitor tubes go to bottom of drainfield. If not, state Elapsed time 120 min
depth into effective
Final fluid depth 31 in
❑ Code-required soil cover over field 450+
❑ System presoaked Absorption rate gpd
(Required if vacant for greater than 30 days prior to Any rejuvenation treatment(past 12 months) NONE
date of test) If yes, enter date -
Gallons introduced gallons
Comments/Deficiencies: 1974 CRIB WAS DRY UPON ARRIVAL AND REMAINED DRY THROUGHOUT TEST
A- Fn-7)---1 0 tom; a
COSA Checklist yellow sheet
411P
E. SEPARATION DISTANCES
From Private Well on Lot to: (Please enter distances if less than required or if community well)
Septic Tank/Lift Station on Lot> 100' Community Sewer Manhole/Cleanout> 100'
El Yes if No ft E Yes if No ft
Neighboring Tank> 100' Z Yes if No ft Private Sewer/Septic Line > 25' 0 Yes if No ft
Absorption Field on Lot> 100' 0✓ Yes if No *50+ ft Holding Tank> 100' 0 Yes if No ft
Neighboring Absorption Fields > 100' **** Animal Containment> 50' 0 Yes if No ft
El Yes if No ft
Manure/Animal Excreta Storage > 100'
Community Sewer Main > 75' E Yes if No ft 0 Yes if No ft
From Septic/Holding Tank on Lot to: (Please enter distances if less than required)
Building Foundations > 10' 0 Yes if No 5/i- ft Surface Water> 100' E Yes if No ft
Property Line > 5' ✓EYes if No ft Driveway/Parking > 0' 0/ Yes if No, comment
Absorption Field > 5' g Yes if No ft Wells on Adjacent Lots:
Water Main > 10' 0./ Yes if No ft Private Wells > 100' ✓0 Yes if No ft
Water Service Line > 10' O✓ Yes if No ft Community Wells > 200' Z Yes if No ft
From Absorption Field on Lot to: (Please enter distances if less than required)
Building Foundation > 10' 0✓ Yes if No ft Driveway/Parking > 0' O✓ Yes if No, comment
Property Line > 10' 0 Yes if No --r+ ft Wells on Adjacent Lots:
Water Main > 10' 0✓ Yes if No ft Private Wells > 100' 0✓ Yes if No ft
Water Service Line> 10' ✓0 Yes if No ft Community Wells > 200' Z Yes if No ft
Surface Water> 100' 0✓ Yes if No ft
F. ENGINEER'S COMMENTS
*501+ TO DRAINFIELD SERVED BY CAT II SYSTEM ON FISCHER; BLOCK 1„
LOT 3B-2 **WR#000081 ***MET CODE AT TIME OF INSTALLATION
****NO RECORDS AVAILABLE FOR T12N R3W SEC 15 LOT 7 - NO SEPTIC OBSERVED
G. ENGINEER'S CERTIFICATION o� 0-''...A / '
I certify that 1 have determined through field inspections and review O ,O ,:.4 ''.� 0
of Municipal records that the above systems are in conformance with * 4'i T /1'\ '•.7*00
MOA COSA guidelines in effect on this date.
d/) .Jef• iA. ' 11-3-71Gorness.• Q�/
QN • 'C795z • c49.--
0
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OS •.
�40'-eaA_ � �o� oo
COSA Checklist yellow sheet %�� o f es s10a��
#AECC884 0000
MUNICIPALITY OF ANCHORAGE
r--.----
DEVELOPMENT SERVICES DEPARTMENT 907-343-7904
On-Site Water and Wastewater Section `/� Fax: 343-7997
__Ic.:
www.muni.org/onsite
Septic Tank Advisory
Certificate of On-Site Systems Approval # 0SC191023
Subdivision: Fischer Block:1, Lot: 3B-1
The septic tank for this property is 27 years old. The average life for a steel septic
tank is 20 years. Typical replacement costs range from $6,000 to $9,000.
This advisory must be attached to all copies of the subject Certificate of On-Site
Systems Approval.
This is an example of what the metal of a 30 year old steel tank MAY look like.
W
4ilite;1/2.- .„1„._.
f
41,7 ' ' .
••ate+ .td r • s 4 4f w. . r *'r f, to,
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_ .,_ . ...i._,.....t.,,;.. ,,..... : .__,... ..., , ,...,.. _ , . 7 r.,;;,..i.„
. .,,...„ . ,„;.. ..._„. .,0., . ........ 4 ::. ' :4(ti • -; --, ,. : 4 •
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Mailing Address:P.O.Box 196650*Anchorage,Alaska 99519-6650*www.muni.org
Municipality of Anchorage Page 1 of 2
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: 343-4744
On -Site Wastewater Disposal System and/or Well Inspection Report
Permit Number. SW000417 PID Number. 015-292-25
Name
KATHI BUHER Wastewater System: 0 New ■ Upgrade
Address:
5140 SPRUCE CREEK CR. ANCH. AK, 99516
ABSORPTION FIELD
Phone:
(907) 345-1299
No. of Bedrooms:
3
0Deep Trench ■Shallow Trench OBed ClMound 00ther
LEGAL DESCRIPTION
�' "°°"° 1.2
'°`°' °'°t" "" °"°`"' g
GPD/Sq.
n n
Lot,Block: Subdivision:
36-1 1 FISCHER
Depth to p" bottom emm "Ind 9
Garel 4pth bwuvlh Npe
3'
n 4' n
Township: —
Range: —
Section: _
fn ended •bore Od" grade
Gvnl emgm:
0 — 1
n 38 In.
WELL: 0 New 0 Upgrade-.
crard ekN:
5
Nunes of Ines: Debnce sd..m Shea
1 —
abeeeka`on Prhab. Ae.0 : Told caved To:
Tobi dworpuon wee
n n
Pipe matwilk
R n
380 so.
n I D 3034/ F-810
arses: Dob Me& Stile Wabr lank
ewlaur:
OWNER INSTALL
oil. 10%9/00 10/13/00
it.
—
Tlel�Pump
SoAk
GaYq WIgM Abore Gan`:
aPM
n
n
TANK
SEPARATION
DISTANCES
0Septic 13Holding S.T.E.P.
To
Septic
Absorption
Lift
Holding
ble/Prhde
Mwnroctwen r\G
aapadq b veYwre
From
Tank
Field
Station
Tank
Seew Urwe\
Well
100'+
100•+
—
_
Y5'+
N,.N. of ewrowummlw
Water
Water
100'+
100 +
—
—
—
LIFT STATION
Lot
Une
5'+
*1'+
—
—
—
sue ti 9oftm
Mwwlacbaer
Foundation
5'
10'+
—
_
_
M W,* d: unp ok
Nigh oder abrin ak
Curtain
chainNONE
roin
KNOWN
pump Mak.
aec4led loepedlww Wormed M
Remarks:
BENCH MARK
locale, end Deerapti.:
*WAIVER GRANTED WITH ISSUANCE OF PERM.
FRONT DOOR THRESHOLD.
A..n»d aewliere
100.00 rt
sMoellsen MAL
0
Inspections performed by AWWC, INC. Dates: 1st 10/s/2000
�r y�0
_
.... : .. .............
2nd10/9/2000
3rd 10/13/2000
............. D
4th 10/17/2000
Department Health
p re ass; D7�
7853
�QO�
of and Human Se Icesproval
J'
�,p°°'pror.eelDoa`�o�
Reviewed and approved by: Date: - 0-•
�040p0000�
In -013 .. 0/91) Ma 25
PERMTrSWO NUMBER: AS -BUILT DRAWING PARCEL 2 NUMBER:
SW000417 015-292-25
— SPRUCE CREEK CIRCLE—
[SEPTIC
AR�
i
DOffOM OF --/'
?BENCH - 66.4 (A0.)
FINAL Gf to
-94.9-97.1
ORIGINAL CRAJ7E
-94.6-96.4
- lm f OF rim
- 92.41(AVG.)
---------
THj1
�r
ALASIU WATER -& WASTTR'ATTR
CONSULTANTS, INC.
'REPARED FOR: PHONE NUMBER:
KATHI BUHER (907) 346-1299
.EGAL DESCRIPTION:
FISCHER SUBDIVISION: LOT 38-1, BLOCK 1
WE OF WORK:
AS—BUILT OF SEPTIC UPGRADE
1
L
F ------i
I CRIB I
I I
j
- I
L --
--
now oIVERTER (FD)
EXISTING THREE
BEDROOM HOUSE
K.D.W.
LE:
1"=20'
E NUMBER:
2 OF 2
TANK
A
B
ST1
5.6
10.9
ST2
14.1
11.9
C01
16.6
13.2
— FD
19.7
15.6
CO2
20.0
15.5
MT1
—
—
0O3
-
-
FINAL Gf to
-94.9-97.1
ORIGINAL CRAJ7E
-94.6-96.4
- lm f OF rim
- 92.41(AVG.)
---------
THj1
�r
ALASIU WATER -& WASTTR'ATTR
CONSULTANTS, INC.
'REPARED FOR: PHONE NUMBER:
KATHI BUHER (907) 346-1299
.EGAL DESCRIPTION:
FISCHER SUBDIVISION: LOT 38-1, BLOCK 1
WE OF WORK:
AS—BUILT OF SEPTIC UPGRADE
1
L
F ------i
I CRIB I
I I
j
- I
L --
--
now oIVERTER (FD)
EXISTING THREE
BEDROOM HOUSE
K.D.W.
LE:
1"=20'
E NUMBER:
2 OF 2
TANK
Permit Number: SW000417
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Services
On -Site Services Program
825 L Street, Room 502
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 3434744
ONSITE WASTEWATER DISPOSAL SYSTEM PERMIT
Upgrade
1o/9/oaC-)ll.'3(f�-
loll 3loa_-)yp,_1
Date Issued: Oct 04, 2000
Expiration Date: Oct 04, 2001
Parcel ID: 015-292-25
Legal Description: FISCHER BLK 1 LT 3131
Design Engineer: 0041 AK Water & Wastewater Consultant Site Address: 005140 SPRUCE CREEK CIR
Owner Name: KATHI BUHER Lot Size: 11634 SO. FT.
Owner Address: 5140 SPRUCE CREEK CIRCLE Total Bedrooms: 3 Permit Bedrooms: 3
ANCHORAGE . AK 99516-6624
This permit is for the construction of.
Disposal Field Q Septic Tank Holding Tank ❑ Privy Private Well ❑ Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72 ) and Drinking Water Regulations (18AAC80 ).
3. The engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-4744 ( 24 hours ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
5. The following special provisions.
MAXIMUM DEPTH OF THE ABSORPTION FIELD SHALL BE 8 FEET FROM ORIGINAL GRADE.
Received By:
Issued By:
Date: /6—l^C`X`�
Date: _�t� —¢ -cc)
ALASKA WATER & WASTEWATER
CONSULTANTS, INC. �� u+
September 18, 2000
Municipality of Anchorage
Department of Health & Human Services
Division of Environmental Services
On -Site Services Section
P.O. Box 196650
Anchorage, Alaska 99519-6650
Ref: Septic System Upgrade for Lot 3B-1, Block 1, Fischer Subdivision
To whom it may concern:
The existing 3 bedroom house is served by a private well and septic system. The existing septic
system is in a state of failure and needs to be replaced. A test hole was excavated on the north
end of the property. The proposed septic system will be designed around the 30 foot radius of
the test hole. We are proposing that a 1000 gallon septic tank and a five foot wide drainfield be
installed. Comments regarding the proposed design are summarized as follows:
1. SOILS: See the attached log which shows the soil classifications, groundwater monitoring,
and the percolation test results. It is our opinion that due to the overall appearance of the soils, an
application rate of 1.2 gallons/day/f12 should be used.
2. TRENCH DESIGN:
a. Percolation Rate: <1 minutes/inch
b. Allowable Application Rate: 1.2 gallons/day/f12
e. Number of Bedrooms: 3
d. Design Flow: 450 gallons per day
e. Minimum Absorption Area: 375 ft2
f. Total Depth: 9.0 feet (max.)
g. Effective Depth: 4 feet
h. Width: 5 feet
i. Reduction Factor: 0.5
i. Minimum Length: 38 feet long
j Effective absorption area = 380 fit
3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed
upgrade.
6901 Debarr Road, Suite 2B * Anchorage, AK 99504
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwe.com
4. TOPOGRAPHY: As can be seen on the attached topography site plan, the average
topography of this property is a 5 to 10 percent running from approximately north west to south
east; in short, there are no slope concerns. The trench is to be installed parallel to slope contours.
5. WAIVERS: Due to the lack of useable area available for this septic system upgrade we
are requesting waivers of separation distances: 1 foot from the north lot line and 5 feet from the
west lot line.
We are unaware of any adverse impacts this installation would have on adjacent wells or septic
systems. If you have any questions, please contact us at 337-6179. Thank you for your
assistance.
P.E., M.S.
NOTE. Attached is a site plan drawing, a design drawing, a topography site plan, a soils log,
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 * Website: akwwc.com
- - - - - - - - - - I
1 ----------
II j 1
FIS
LOT
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I I I /W \ FISCHER 1;10 LOT W. BK 1
LOT 3A2. Bitj(1 i
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\\ I IHER
ISCHERS/D
L00388,
AOT385,
BK 1 i
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FISCHER S/4"' I I
LOT 4C2,/BK 7 I I
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ER S/D
LOT 387, BK t ,
E -'EXISTING SEPTIC SYSTEM
ARS--
DAV DOR S/O
--------- LOT 2.
TM
\ \ PROPOSED SEPTIC
\ ' SYSTEM UPGRADE.
FISCHER S/D
LOT 383, BK CHER S/D \ \
LOT 3B2, BK 1 \ \ I
I
\ /
--------' '��-'---'----�L�_-------
LOUDERMILK S/D
LOT 7,
9/11/00
DRAWN BY.
ALASKA NVATKR & WASTE NVATER J.W.M. <L
CONSULTANTS, INC. Ste`
6901 DERARR ROAD. SUTE 29 • ANCHORAGE. AK "504SOA • PHONE (907).7]7-0179' FAX 907)33"20 1„ — loo, 4.'•••
PREPARED FOR PHONE NUMBER: PAGE NUMBER:
KATHI BUHER (907) 346-1299 1 OF 2
LEGAL DESCRIPTION:
FISCHER SUBDIVISION: LOT 38-1, BLOCK 1,
TYPE OF WORK: 1
SITE PLAN FOR SEPTIC SYSTEM UPGRADE.
A.
-7!
PROPOSED NEW DRAINFIELD:
EXCAVATE A TRENCH THAT 6
9.0 FEET DEEP (MAXIMUM). BY
5 FEET WIDE. 9Y 38 FEET
LONG. ADD 4 FEET OF CLEAN
WASHED DRAINROCK.
V LOT UNE SEPARATION.
5' LOT UNE SEPARATION.
EPTIC g ---5
ADCA _
EXISTING DRAINFIELD TO BE
USED AS A RESERVE SITE.
A r ---i
° INSTALL F}OW DNERTER.
INSTALL DOISLE COS
PROPOSED NEW 1000
GALLON SEPTIC rK
\ \ EXISTING 1000 GALLON
SEPTIC TANK TO BE
\ COMPLETELY i DONED.
\ \ I
\ I
1 1
I
I I I
I
!00 ,� I
w� R'O,0S R'0,65
/ / I
9/18/200
t+'e:�—..�-man__.. _.�__al.... DRAWN BY:
ALASKA «'ATKR & «TASTE«'ATKR SCALE' J.W.M.
CONSULTANTS, INC. 0 30�
6901 DEBARR ROAD, SLATE ?9 • ANCHORAGE. AX 99304 • P40NE 907)337-0179 • FAX (907)336-3246
PREPARED FOR: PHONE NUMBER: PACE NUMBER:
KATHI BUHER (907) 346-1299 2 OF 2
LEGAL DESCRIPTION:
FISCHER SUBDIVISION; LOT 3B-1, BLOCK 1
TYPE OF WORK:
DESIGN DRAWING FOR SEPTIC SYSTEM UPGRADE.
i
EXISTING DRAINFIELD TO BE
USED AS A RESERVE SITE.
A r ---i
° INSTALL F}OW DNERTER.
INSTALL DOISLE COS
PROPOSED NEW 1000
GALLON SEPTIC rK
\ \ EXISTING 1000 GALLON
SEPTIC TANK TO BE
\ COMPLETELY i DONED.
\ \ I
\ I
1 1
I
I I I
I
!00 ,� I
w� R'O,0S R'0,65
/ / I
9/18/200
t+'e:�—..�-man__.. _.�__al.... DRAWN BY:
ALASKA «'ATKR & «TASTE«'ATKR SCALE' J.W.M.
CONSULTANTS, INC. 0 30�
6901 DEBARR ROAD, SLATE ?9 • ANCHORAGE. AX 99304 • P40NE 907)337-0179 • FAX (907)336-3246
PREPARED FOR: PHONE NUMBER: PACE NUMBER:
KATHI BUHER (907) 346-1299 2 OF 2
LEGAL DESCRIPTION:
FISCHER SUBDIVISION; LOT 3B-1, BLOCK 1
TYPE OF WORK:
DESIGN DRAWING FOR SEPTIC SYSTEM UPGRADE.
ALASKA WATER & WASTEWATER CONSULTANTS, INC.
690PDEBAHONEE (RR ROAD.
337561 9 - FAX (90) 338-32469504
SOIL LOG - PERCOLATION TEST
LEGAL DESCRIPTION: FISCHER SUBDIVISION; LOT 38-1, BLOCK 1
PERFORMED FOR: KATHI BUHER
DATE PERFORMED: 8/31/2000
DE_ TEST HOLE #1
(feet ORGANICS
1 d,F
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
COMMENTS:
PERFORMED
THIS WAS PI
DATE:
S;r1
GW/Sw
ML
ra
DEPTH TO DATE
GROUNDWATER
DRY 8/31/00
DRY 9/7/00
DATE READING CLOCK NET TIME WATER LEVEL
TIME (MINUTES) READING
�
111111111
••
111.11
MOO
rzo*
Hum
%//%
o
fill,iIIJ
DEPTH TO DATE
GROUNDWATER
DRY 8/31/00
DRY 9/7/00
DATE READING CLOCK NET TIME WATER LEVEL
TIME (MINUTES) READING
NET DROP
(INCHES)
9/7/00
SOILS ABSORBED WATER AS FAST AS IT WAS ADDED.
PERCOLATION RATE <1(MIN./INCCHH�)
TEST RUN BETWEEN 5.5 FT. ANu1
i WATER do WASTEWATER I.
IN ACCORDANCE WITH ALL
PERC. HOLE DIA. 6" (INCHES)
. CERTIFY THAT
GUIDELINES IN EFFECT ON THIS
Oct 09 00 09:28a ALLEN 6 KnTHI BUHER (9071 346 - 1299 P.1
Jeffrey Garness, President
Alaska Water & Wastewater Consultants, Inc.
6901 Debarr Road; Suite 213
Anchorage; Alaska 99504
October 9, 2000
RE: Drain Field Installation, Fischer Subdivision, Block 1, Lot 3B1
Dear Mr. Garness,
This letter is to inform you that I. Allen Buher, as the property owner intend to install the
proposed drain field.
I have 25 years construction experience. My experience includes and a wide range of both
residential and commercial experience as well as new construction and remodeling.
I read plans and materials specifications, work with architects and engineers, and have
operated many types of heavy equipment including backhoes.
I am currently a journeyman carpenter with Carpenters Local 1291 and am employed by
Unit Company. My supervisor is Bob Collison. Mr. Collison can attest to my skills and
ability to perform this installation.
I can be reached at 346-1299 should you have any questions or need additional
information.
Sincerely,
t, o`er -1�.
Allen B. Buher
�s TAlunicipality of Anchorage
i Department of Health and Human Services
825 "L" Street
Rick Mys P.O. Box 196650 Anchorage, Alaska 99519-6650
Mayorr
http://www.ci.anchorage.ak.us
October 6, 2000
Jeffrey Garness
Alaska Water & Wastewater Consultants, Inc.
6901 Debarr Road, Suite 2-B
Anchorage, AK 99504
Subject: Waiver Request for Fischer, Lot 313-1, Block 1
Waiver Request #WR000081
Parcel ID #015-292-25
SW000417
Dear Mr. Garness:
Your request for a waiver of the required 10 feet horizontal separation from the
on-site wastewater disposal system to property line has been approved. The approved
separation distance is 1.0 foot.
This waiver approval applies to the existing on-site wastewater disposal system to
property line separation only. Any future upgrade to the on-site wastewater disposal
system will require all separation distances be met or another approval from this
department.
If there are any further concerns or questions regarding this waiver, please call our office
at 343-4744.
Sincerely,
..a�7
Daniel J. Roth
Civil Engineer
On -Site Water Quality Program
MUNICIPALITY OF ANCHORAGE
Department of Health & Human Services
OnSlte Services
Waiver Review Worksheet
WR#: WR000081 PID#: 015.292-25 HAM
Date Received: September 25, 2000
Legal Description: Fischer, Lot 3B-1, Block 1
Engineer. Alaska Water & Wastewater Consultants, Inc.
6901 Debarr Road, Suite 2-B, Anchorage. AK 99504
Permit#: SW000417
Applicant: Kather Buher
..........
Waiver Requested: 1 foot waiver from north lot line to septic system and 5 foot waiver from
septic system to west lot -line.
Criteria: 1. Geology Points:
A. Water Table
B. Soil Sorption
C. Permeability
D. Water Table Gradient
E. Horizontal Separation
2. Special Conditions:
3. Other.
Total:
..........
Waiver is Granted: Waiver Is not Granted:
List Conditions or Reasons for above: f ff" (r iAiere's Aj/ r -AVS O L &TE R
OF 1'uSTIFittdPrlVti
Date: IO - 3 - 00
Rec#: 06290 Amount $115.00
By: A4N
..........
Name of Reviewer
Date Paid: 9125/00
J Municipality of Anchorage Page —/—of
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 9 Anchorage, Alaska 99519-6650 • Telephone: 343-4744
On -Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: SIrC/9ZOIZls PIDNumber: OSS—Z9Z—Zrt—
Name:
Wastewater System: ❑ New ❑ Upgrade
Address: 23WAIr- 0.95Z.3
ABSORPTION FIELD
Phone: �� — ��JJ
J
No. of BeQLooms:
S
❑Deep Trench ❑Shallow Trench ❑Bed ❑ Mou ❑ Olher
LEGAL DESCRIPTION
Soil Rating:
Total Depthlro nginal grade:
cpoi Ft
Lot: Block: bdivleron:
Depth to pipe bottom from onginal grade:
Grav epth beneath pipe
es
FI
Ft
Township:
Range:
Section:
Fill added above original grade:
Gravel length:
41, Ft
FI
WELL: ❑New ❑Upgrade
Gravel depth:
Numberoflines:
0,stancebetween liM
Ft
fl
Classification (Private, A,B.C): Total D
Cased To:
Total sheorptio rea-
Pipe material:
Ft.
Ft.
SO Ft
Driller. Date Drilled:
Static Water Level:
Ins[9I
Date installed:
Ft.
Yield-
Pump set at:
Casing Height Above Ground:
TANK
GPM
Ft.
Ft.
SEPARATION
DISTANCES
(septic 0Holding ❑S.T.E.P.
To
Septic
Abaolption
Ga
Holding
ubiiWrivats
Manufacturer
Capacity in gallons:
From
Tank
Field
Station
Tank
Senor Linea
AMC
Well
r0S' a
/)D�
a'-
�,
Material•L
J
Number of Compartments:
Surface
—
-
—
—
—
LIFT STATION
Water
Lot3
�
�2
-
��a
Size In gallons:
Manufacturer.
Line
Foundation
4as,
f
Z,3
�
—
"Pump on- level at: Pu level at:
High water alarm at:
Curtain
Pump Make nl Electrical Inspections performed by:
Drain
I --
I —
—
—
Remarks: es
BENCH MARK
71e-- IAI=W 729A& JW.1TAL
Location sed Description:
Assumed Elavation�_r
EN2WERWAAEAL
OFA, -4
PSE
Inspections performed by: GlSLEE Dates: 1 st 4 YZ
2nd
7604
Department of Health and Human Services approval
b" Fm Z 9
AEopROFFS
~`�
Reviewed and approved by: – tom" Date:
--
7i-017(1/91) MOA 25
Permit No. 5M5201Z�o
Page Z of L
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744
On -Site Wastewater Disposal System and/or Well Inspection Report
Legal Description: 410r3,81 BLOCK I F15 WCAl° PID No.: GV$ —291—ZS
APPROX/HATE
806£ OFSLE�fXE
L
4-1A( PVC _
ZINC NEW /,250-6
JrPric r29NK
e O
I
rYP. of L.
I
NEW 44AI
CALILIV IRON
uNE ---��
NEW
4tIN ctrAmowr
TOM.WROS MAJ&
esri�vo�e-o
ar z.5%
72-019 A (2/91( MOA 25
PLAN
F.4 / CNG/• - LG9NOur
TYI a/ Z.
NEW SEPT/C
T%iNK I
250 -GAL
PROFILE
-45'ELBoWs
n . ._3-&DRoOM,
HousE
ANEW JWE£P If�
CLEONOLT
Municipality of Anchorage
Department of Health and Human Services
Tom Fink, 825 "L" Street
Mayor P.O. Box 196650 Anchorage, Alaska 99519-6650
343-4744
June 11, 1993
Allen B. & Kathi W. Buher
PO Box 230384
Anchorage, Alaska 99523-0384
Subject: Lot 3B1 Block 1 Fischer Subdivision
Permit #SW920126, PID #015-292-25
The subject permit, issued June 5, 1992 by this office for a
single family well and/or on-site wastewater system, has
expired as of June 5, 1993.
A new permit must be obtained from this office for a well
and/or on-site wastewater system NOT installed by the
expiration date.
If you have drilled the well, a well log must be sent to
this office for documentation of the installation and to
close the permit.
If a licensed Professional Engineer has inspected the
installation of the on-site wastewater system, the original
as -built inspection report must be sent to this office for
review, approval and documentation. All inspection reports
must be submitted within 30 days of construction completion.
When applying for a new permit, the fees are: $200.00 for an
on-site wastewater permit; $75.00 for a well permit and
$275.00 for a combined on-site wastewater and well permit.
If you have any questions, please call this office at 343-4744.
Sincerely,
Daniel J. Roth
Acting Program Manager
On-site Services
cc: Steven C. Henslee, SKLH Consultants
PO Box 110261 99511
PAGE 1 OF 1
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT
PERMIT NUMBER:SW920126
DESIGN ENGINEER:SKLH CONSULTANTS
OWNER NAME:BUHER ALLEN B & KATHI W
OWNER ADDRESS:P. 0. BOX 230384
ANCHORAGE, ALASKA 99523
PARCEL ID:01529225
LEGAL DESCRIPTION: FISCHER BLK 1 LT 3B1
LOT SIZE: 11634 (SQ. FT.)
NUMBER OF BEDROOMS: 3 THIS PERMIT: 3
THIS PERMIT IS FOR THE CONTRUCTION OF:
SEPTIC TANK SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
DATE ISSUED: 6/05/92
EXPIRATION DATE: 6/05/93
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 FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
1. INSTALL TWO (2) CLEANOUTS BETWEEN NEW SEPTIC TANK AND
EXISTING SEEPAGE PIT.
2. PUMP AND PROPERLY ABANDON OLD SEPTIC TANK.
RECEIVED BY
ISSUED BY
ver �r� a\�L'r-N ow, coe�
DATE:
DATE: G, S -9y
4 June 1992
SKLH CONSULTANTS
P.O. Box 110261
Anchorage, AK 99511
MEMORANDUM TO FILE
To: Dept of Health and Human Services
On -Site Services
Fm: Steve Henslee, P.E.
Sub: MOA Permit Applicaiton for the Replacement of an Existing 1000 -
gal Septic Tank.
While excavating the existing sewer line due to a blockage, it was
discovered the existing 1000 -gallon tank, which has been in place for
18 years, is substantially corroded and in need of replacement.
The homeowner proposes replacing the existing 1000 -gallon septic tank
with a new 1250 -gallon septic tank manufactured by Anchorage Tank and
Welding, and, in addition, replacing the existing sewer line between
the tank and seepage pit.
All proposed work, new materials and clean -outs, and separation
distances shall be in accordance with the provisions of AMC Chapter
15.65 currently in affect at this time.
Attahcment: Plot Plan Fischer Subdivision Lot 3B1 Block 1
345-6947
FIA
C T PLAN
FISCHCR Sumv. LoT3B1 BLK1
(EXIST. 5EPTIC TANK REPLACE.)
LOT 355 LDT35io LOTZB7
\ LEACN FIELD
LOT 364 / -_ .__ SPRUCE CREEK CIRCLE
Lr ck FcLD N.Tuec
SEE: K074
LOT 3B3 LOT352 3 5D
/ IIOUS
/r
LOT 3B1
/I ( wcu_ WELL
25'
104.TN AVE.
\_ UNDEVELOPED.,
Iz
J
/ Y
N
N74< Lv+CN FICw
. 'TUBE
,FFEc
NCE
6'
i
I
so
a
0
W
W
Q
so' :z
7
NOTES: --.
1. NO SURFACE WATER WITHIW.100' OFTNE DdST543TEM.
L. No PUC?LIC WATER WELL DISCOVERED WITHIN 200' OF THCEXIST• SYSTEM_
3. EXISTING TANK TO BE REPLACED WITH A 1250 -GAL SEPTIC TANK
MANU FACTURED BY ANCHORAGE TxwK AND WELDING, ORIEMrATID0
OF."V4 HAY"DIFFER SLLGHTLY.TO.MEET SEPARATIOLI FROM FOUNDATION,
ATTACHMENT Til MOA PERMIT DATED 6'4-92. I
RECEIVED�j,
/ROBERT SHAFER. ROGER SH FER.P.EE
.! ! CIVILENGINEERS
E/` a fp (90716942979
A Municipality OT Nllcty� Aej 12 1992W 4- # „/1% FAX 694 1211
Dept. Health & Human SerVlces v�
HEALON AUTHORITY
APPROVALS O
Roger E. Holl, Attorney At Law O
PETERSON TOWER
SEWERS WATER n _
510 "L" Strtreetet , Suite 310
Anchors e, Alaska 99501
MAIN EXTENSIONS 9 D/ to � I
' REFERENCE: Lot 3B1; Block 1; Fischer Subdivision
SEWERS WATER Dear Mr. Holl,
a /T�
INSPECTION NNJ1
Thank you for letting us respond to Allen and Kathryn Baker's claim.
From the report by SKLH Consultants (I'm assuming Steve Henslee is the
ENGINEERING STUDIES author, since I did not receive Page 3 of 3 with your letter) it
AND REPORTS appears the deficiencies found at the above address include some
corrosion damage to the septic tank and sludge blockage within the
sewer lines.
WELLINSPECTION We were not contracted to inspect either of these items, nor were we
&FLOW TEST required to do so in order to obtain the Municipal Health Certificate
dated November 5, 1991.
The only feasible way to determine theintegrit'�q, a buried septic
SITE PLANS tank is to uncover it for inspection. If-H9ltt�-has a method for
determining septic tank integrity without excavation, we would be
grateful to know the secret. I suspect the Municpal Health Department
would be equally interested so they could incorporate the inspection
into their Health Authority Approval requirements.
ROAD DESIGN
The extent of our testing was an Absorption Capacity Test (adequacy
test) performed on the leachfield. The only way to detect sewer line
blockage while performing an adequacy test is to add water to the
SOIL TEST system through the septic tank. We consider this to be poor practice
and advise against it for the following reasons:
1. If a large quantity of water is added rapidly into the septic
PERCOLATION tank, as would be needed for adequacy testing, there is a risk
TEST of churning the septic tank contents to the point of allowing
solids to discharge into the leachfield. The addition of
solids from a septic tank into a leachfield is the primary
cause of leachfield failure. Therefore/ in an attempt to test
STRUCTURAL& for line blockage you could be damaging the leachfield.
MECHANICAL
INSPECTIONS
ON SITE
WASTE WATER
DISPOSALSYSTEM
DESIGN 17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577
Page Two
Lot 3B1; Block 1; Fischer Subdivision
2. You could add water through the septic tank at a slower rate, but the
time it would take for an adequacy test would make it cost prohibitive.
Also, the results could be deceiving. There could be a partial
blockage within the sewer pipe which would allow water to pass slowly.
Therefo& if water is added slowly without adverse effect, you might
conclude there is no problem when there might actually be a partial
blockage.
There is something about the SKLH report that has me confused. They performed
an adequacy test on the system. They describe a procedure which was identical
to ours. They collected data from the seepage pit as did we. They added water
"directly into the pit" as did we. Their results were consistent with ours.
All this was done without performance of any function which would have detected
any blockage within the sewer lines. Arca yet, they state at the bottom of Page
Two, "I am unable to identify any reasonable scenarios which might explain why a
blockage of such magnitude would not have been evident during an adequacy test."
I started to contact SKLH to ask if I was somehow confused or was their letter
contradictory. However, I refrained for two reasons. The first being, that
when I contacted Steve Henslee on June 16, 1992 to discuss some rumors I'd heard
about problems on this property he said he was not at liberty to discuss the
property with me. The second reason is that if Mc. Henslee was interested in
any sort of professional courtesy communications, he would have contacted me
prior to completing his report.
n At any rate, the deficiencies found on the referenced property are not the type
f' which would be detected by typical inspections and testing performed to obtain a
' Health Certificate. If the situation was as poor as indicated in the—HS(F�S�f1
nlv�report, I suspect the previous owners would have experienced periodic "flooding"
of the home prior to the Buher's purchase. I recommend you inspect the Seller's
1 Disclosure Statement (if one exists) arca contact the sellers, if you haven't
done so already.
Near the conclusion of your October 8, 1992 letter you requested that we forward
the name of our Errors and Omissions insurer or bond holder to you.
Unfortunately we do not have Errors and omnissions insurace or a bond holder.
Iyou have any questions or wish to further discuss the referenced property,
please feel free to contact me.
Sincerely,
601
ROGER J. SHAFER P.E.
P.S. We understand a 125� allon septic tank was installed as opposed to the
1 smaller and cheaperc-ceptable size of 1000 gallons. Should this cost
difference be subtracted from your $4,045.01 damage claim?
RJS/tv
ROBERT SHAFER.
FER.
P.E
ROGER SHAFER, P.E.
CIVILENGINEERS
694 1 ADEQUACY TEST FORM fAX694121
it
.
LEGAL DESCRIPTION: L3 [3 ( 15c#er' SD
HEALTH AUTHORITY
APPROVALS
SEWER& WATER
MAINE [TENSIONS
SEWER &WATER
INSPECTION
E NGINE E RING STUDIES
AND REPORTS
WEILINSPECh...
E FLOW TEST
S -TF PIANS
ROAD DESIGN
SOILTEST
PERCOLATION
TEST
STRUCTURALS
MECHANICAL
INSPECTIONS
ON SITE
WASTE WATER
DISPOSALSYSTEM
DESIGN
APPLICANT:
DATE OF TEST: /115-75-11
NUMBER OF BEDROOMS: 3
SEPTIC TANK SIZE: `Od0 ?vv-if��
TYPE OF ABSORPTION SYSTEM: PI T
TIME
METER
READING
TOTAL VOL.
(Cal.)
LI ID LEV L
COMMENTS
S.T.
M.T.
DM.T.
1:a5
131272
q4.1
It,
26F21
f8'zN
'f r/1•T
/700
13/5-/o
(099
(,"
31EI
4y���A
o'C-r
W-26
i
RESULTS:
-TA55 3
17094 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577
• LAW OFFICES
ROGER E. HOLL
PETERSON TOWER
510 L STREET, SUITE 310
ANCHORAGE, ALASKA 99501
(907)272.5547
October 6, 1992
S & S Engineering
17034 Eagle River Loop Rd. No. 204
Eagle River, Alaska 99577
Dear Sir:
FAX (907) 272-9705
I represent Allen and Kathryn Buher with respect to the
purchase of their home at 5140 Spruce Creek Circle. The septic
system was approved for a three bedroom home by your engineering
firm on November 5, 1991. 1 am enclosing a copy of the
Certificate of Health Authority Approval for Single Family
Dwelling. The paper work indicates an inspection October 25,
1991.
It is a position by the Buhers that the test performed by
your engineering firm was done negligently and did not reflect
the status of the septic system prior to purchase. As a result
of the septic system being defective (rather than being in good
working order) the Buhers experienced flooding in their home on a
regular basis. At the time of the inspection the septic system
was in need of repair or replacement. An engineers report dated
June 9, 1992 from SKLH Consultants details the problem which
indicate that the system needed extensive repair.
As a result of the negligent inspection by your engineering
firm, the Buhers were damaged to the extent of $4,045.01 plus
attorneys fees and costs incurred.
The purpose of this letter is to formally make a claim apon
your firm for that amount and attorneys fees.
If you have a bond or are insured by an errors and omissions
policy,, I request that you forward the name of that insurer or
bond holder to myself in writing at the address listed on this
letterhead.
I expect to receive a response within 10 days.
Yr truly,
(/ 71e�
Roger E. Holl
Attorney at Law
Enclosure
SKLH CONSULTANTS
• P.O. Box 110261
Anchorage, AK 99511
(907) 34S-6947
9 June 92
Mr. Allen Buher
P.O. Box 230384
Anchorage, AK SS523
Ref: Lot 3B1 Block Fischer Subdivision
WO #001 -?2
Dear Mr. Buher:
At your request I am writing .n* -s 'letter to report my observa-
tions and findings-^ncerning the :r, -site wastewater disposal System
.-or your property referencea accve.
jNS-_E'TICN QF =Y__ -:NC =-vT-=M
On a June SZE you askec •ne t- 4:S" the excavation cf the exiS:ing
septic tank
and :ne ex:st ing sewer _.rte running between ' ne tank and
the ieachfield. %':: was r:eces=_ary :_ excavate the lime anc tank =ue to
the problem of =sewage "_act:;;.- .ne basement of
During my visit, the line was 'f=ont t= be ccrncletely _locked a,i:a
back slud_e. The sludge _:mcleter_y fitted the lime where it c:r:r+ected
t hf`ald and at the midccinz �f the line, wh:c.'" . was de -er-
mined by cutting the line in half. Slutce was also present at tiie tank
outlet. Apparently, the sludge .filled the entire length of the line
which is approximately 22 feet in leng.h. In addition, n e existing
tank was found to be substantially c:'rroded and in dire reed of re-
placement. The manhole lids had several corrosion holes, the baffle
separating the first and second camoe.rtments was lose, and there was
some evidence of leakage at the tank outlet. Based upon what was found
it was determined that both the existing line and the existing 1000-
gallor+ tank needed to be replaced. The tank and line was replaced in
their entirety on 5 June 1??2.
ADEQUACY TEST OF THE EXISTING SScPAGE PIT
Due to the problems you have been having with the septic systemand the relatively short time you have owned the house, you also au-
thorized me to perform an adequacy test on the existing seepage pit to
determine its performance.
-
I began the adequacy test on
the morning of 5 June 1992. Prior to
performing the test, I measured 1.3
feet of standing
water in the
seepage pit which leaves 4.7 feet
of free absorption
area as the pit
is six (6) feet in total depth.
After recording the
initial water. y
level, 663 gallons of water were
introduced directly
into the pit, '
depth
whereupon the water level in the
pit rose by 1.5 feet
to a total
of 2.8 feet.
.`.Pif.aV4Y�lt]I. �Yr!1(\w w...rt la..ary-Y .n .w.— .+.hw••—.w.••�+f.'!�. •—�..
Y
Allen Buher
9 June 1992
WO# 001-92 Page 2 of 3
As the purpose of the adequacy test is to determine the quantity
of water absorbed in a 24-hour period, the water, level in the pit was
measured approximately 24 hours later on 6 June 1992. The water level
was found to have dropped 1.1 feet for a final depth of 1.7 feet. A
drop of 1.1 feet corresponds to approximately 532 gallons absorbed.
The required absorption rate for a 3 -bedroom house in a 24-hour period
is 450 gallons. Based upon the results of the adequacy test, it is my
professional opinion that the existing seepage pit meets the perfor-
mance requirements established by the Municipality of Anchorage.
OBSERVATIONS AND CONCLUSIONS
As previously mentioned the existing septic tank was in need of
replacement due to internal c=-rrosion. A cursory inspection of the ex-
terior of the tank showed that the exterior was in relatively good
condition considering that it had been buried for approximately 1B
years. The corrosion present in the tank's interior is relatively con-
sistent with expectations, as the interior of the tank, especially the
area above the water level, can be very corrosive. However, the corro-
sion may also have been accelerated by not pumping the tank at regular
intervals as there was 1 to 2 inches of sludge adhering to the tank
walls and the tank baffle.
Finally, in regards to the testing done on the system last Octo-
ber 1991, there is no information available for roe to draw any opin-
ions concerning -the testing used to evaluate the functionality of the
system or whether there was any evidence of a possible problem with
the system prior to your purchase. However, I era also unable to iden-
tify any reasonable scenarios which might explain why a blockage of
such magnitude would not have been evident during an adequacy test.
After inspecting the excavated sewer line and observing that the
IS
line was completely filled with sludge over its entire length, it is
Jt1v1
my professional opinion that the sludge is the consequence of not
pumping the existing septic tank ror a numcer of years. Normally, it
once every two (2)
is recommended a septic tank snouid be pumped
Based on the quantity cf sludge found in the line, the sludge
years.
probably accumulated over a period of time substantially loncer than
two (2) years. Therefore, it's=recable the sludge was present at the
time you bought the property. I a.:so suspect that the presence of so
much slud_e would have beer, evi=enced by problems with the septic sys-
tem for some time. As you =:r=eased the property in tJ:•vember 1??1,
approximately 6 months ago, .t is logical to assume that there were
problems with t`�e system pri_r to your purchase.
As previously mentioned the existing septic tank was in need of
replacement due to internal c=-rrosion. A cursory inspection of the ex-
terior of the tank showed that the exterior was in relatively good
condition considering that it had been buried for approximately 1B
years. The corrosion present in the tank's interior is relatively con-
sistent with expectations, as the interior of the tank, especially the
area above the water level, can be very corrosive. However, the corro-
sion may also have been accelerated by not pumping the tank at regular
intervals as there was 1 to 2 inches of sludge adhering to the tank
walls and the tank baffle.
Finally, in regards to the testing done on the system last Octo-
ber 1991, there is no information available for roe to draw any opin-
ions concerning -the testing used to evaluate the functionality of the
system or whether there was any evidence of a possible problem with
the system prior to your purchase. However, I era also unable to iden-
tify any reasonable scenarios which might explain why a blockage of
such magnitude would not have been evident during an adequacy test.
GRE/ '`ER ANCHORAGE AREA BOP`JGH
VII�Y/ Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
NAME FC,0E1?S0,1/ reAltr MAILING ADDRESS /AO/ E. $3 Av PHONE
LOCATION S10'"SC CZ05 enecCE LEGAL DESCRIPTION. Lor 3/3i. $k/ F/SCHERc/D
SEPTIC TANK:
DISTANCE I NUMBER OF
FROM WELL 102 MANUFACTURER STACK MATERIAL LlLf�/P.t"o Ar COMPARTMENTS '1
INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH I IQUID CAPACITY /#." GALLONS.
SEEPAGE PIT:
NUMBER OF PITS / DIAMETER OR WIDTHLf LENGTH -a/ DEPTH /o
LINING MATERIAL t614" CRIB SIZE: DIAMETER —DEPTH / DISTANCE FROM: WELL 114
TOTAL EFFECTIVE
BUILDING FOUNDATION %� �, NEAREST LOT LINE 2c ABSORPTION AREA (WALL AREA) 3 SQ. FT.
ADDITIONAL ABSORPTION
WELL:
. v(. r •I/
TYPE _'`/10/0- CONSTRUCTION 6'Q),01tt¢0 DEPTH
DISTANCE FROM:
BUILDING NEAREST / NEAREST SEPTIC / SEEPAGE /
FOUNDATION LOT LINE 10 SEWER LINE TANK /Ov , SYSTEM
CESSPOOL , OTHERSOURCES
APPROVED DISAPPROVED REMARKS
DISTANCES:
INSTALLED BY: Gultic2 rxekO•
PIPE MATERIAL: tAsr 7-,".t/
LOT SLOPE:
REMARKS:
Fo,m No. EQ -031
0
DIAGRAM OF SYSTEM
'74'
DATE 7'3-7/ APPROVED
G.A.A.B.
or,�
tom,
GREATER ANCHORAGE AREA BOROUGH
DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT NO.
3330 ••C'• STREET ANCHORAGE, ALASKA 99503
TELEPHONE 274.4301 . /
/JE Gll &A/57-
-
SEWAGE DISPOSAL SYSTEM — APPLICATION AND PERMIT
�ELJ70Al YEOEA2SOA/ `AIST do Ic• Saco 'ONE "�''O
NAME OF APPLICANT-----ttt �p � n -MAILING ADDRESS PHONE
INSTALLATION LOCATION SP,eucE CC.E�.�, �rPGLE /�L/A/GCOL
LEGAL DESCRIPTION 3 /G
INSTALLATION OF: SEPTIC TANK SEEPAGE PIT DRAIN FIELD OTHER
TYPE AND SIZE OF FACILITY TO BE SERVED �� y .1seA/c> C.E A- `>
FINANCED THROUGH TO BE INSTALLED BY L/ e- e xr pe.
SOIL TEST RESULTS "`^� �' a'J 2-�/r / NOTEI THIS PERMIT IS NOT VALID WITHOUT SOIL TEST
COMPLETION DATE ANTICIPATED 7a
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL TION BY THE
DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION.
SEPTIC TANK SIZE / TYPE SEEPAGE AREA SIZE TYPE
MINIMUM DISTANCES. REQUIREMENTS DIAGRAM OF SYSTEM
FOUNDATION TO SEPTIC TANK
FOUNDATION TO SEEPAGE PIT 2'o DRAIN FIELD
SEPTIC TANK TO SEEPAGE PIT WALL /s /
SEPTIC TANK SEEPAGE PIT 7-0 DRAIN FIELD
TO NEAREST LOT LINE. eAePWO 'LOT [IA/E
�y{.�� 0� /
•WELL TO SEPTIC TANK %• SEEPAGE PIT /" /
DRAIN FIELD /� ALSO CONSIDER AREA WELLS. ev
WATER MAIN TO SEPTIC TANK SEEPAGE PIT
DRAIN FIELD
VOA / O0/
SEPTIC TANK, � SEEPAGE PIT l� DRAIN FIELD /
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.
GRAVEL BACKFILL
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION.
G.A.A.B.
OR
LICENSED DESIGNER
1 CERTIFY THAT 1 AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 20.06 AND THAT THE ABOVE
DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE.
DATE d APPLICANT'S SIGNATURE
FORM NO. EO -010
"One tett is worth a thousand opfnfons"
• t♦e!* TUDOR ROAD. ANCNORAD[. ALAenA09 307 • Teler"ewe 133•6472 '
Performed Forl Eldon Pedderson Date Performed 4-11-74 '
Lceal Cescrintion: Lot ,3601ock_ .SubdiviSion-,lsf�er
This Form Renorts Soils Log Yes Percolation Test_
f)eath
1
Overburden
20
i Q
e
Dense ine•;to Medium site .3einiy
Grhyel) 8raded GP -GW 85
n.
1. i:.•.
01
1.
mom
7
e C?
/
3ilt &\GraveL Mix R i•J)
ME
Bottom of leaL Pit -4P
Was
Ground Water Encountered? no
If
Yes. At what Depth?
.J'
0
e
r
0
p, 4-1
'i
d
Readinq Date t Grnss Time Net Time Depth to 1120• Net Dron'
t
1
Percolation Rate Hinute
Prorosed Insta atfhn: Seenaoe Pit YP:: Drain Field
Deoth of Inlet Depth To Bottom Of Pit Or Trench
C01-1NENTS: $4 an. rt, dre;nnary urt•u rF,lpirod per badroum
No bedrock or waLor Lab•le Lo minus 12 1•L.
test Performed By
Jim Macl Data Certified gy: Construction To:
--tt 1/ Drf.o. —
mom
ME
z�
f.
r
0
p, 4-1
'i
d
Readinq Date t Grnss Time Net Time Depth to 1120• Net Dron'
t
1
Percolation Rate Hinute
Prorosed Insta atfhn: Seenaoe Pit YP:: Drain Field
Deoth of Inlet Depth To Bottom Of Pit Or Trench
C01-1NENTS: $4 an. rt, dre;nnary urt•u rF,lpirod per badroum
No bedrock or waLor Lab•le Lo minus 12 1•L.
test Performed By
Jim Macl Data Certified gy: Construction To:
--tt 1/ Drf.o. —
Municipality of Anchorage
u� Development Services Department":
Building Safety Division .. .
On -Site Water & Wastewater Program
4700 South Bragaw SL
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
CERTIFICATE OF HEALTH AUTHORITY APPROVAL
^ FOR A SINGLE FAMILY DWELLING
Parcel I.D. 615'' 9qA-A5- HAA# 650 -my
1. GENERAL INFORMATION Expiration Date: I 1— q — 0 S
Complete legal description nSCHER SUBDIVISION: BLOCK 1. LOT 3B-1.
Location (site address or directions) 5140 SPRUCE CREEK CR. • ANCHORAGE. AK 99516
Current Property owner(s)
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing address
KATHY & ALLEN BUHER Dayphone 346-1110
5140 SPRUCE CREEK CR. + ANCHORAGE. AK 99516
Day phone
VALESA LINNEAN W/ REMAX PROPERTIES Day phone
110 W. 38TH SURE 100 * ANCHORAGE, AK 99503
Unless otherwise requested, HAA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 3
257-0195
3. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Individual Well
Individual On-site
o
Individual Water Storage
❑
Individual Holding tank
❑
Community Class Well
❑
Community On-site
❑
Public Water System
❑
Public Sewer
❑
The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority
Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil
engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer
of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or
water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority
Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may
be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid
water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water
system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's
work.
4. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seat affixed hereto and as of the validation date shown below, I verify that my
investigation, based on procedures outlined in the Health Authority Approval Guidelines for this application,
shows that the onsite 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 riles 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 Finn
GARNESS
ENGINEERING
GROUP, Ltd.
Address 3701
E. TUDOR
ROAD, SUITE
101 • ANCHORAGE, AK 99507
Engineer's Printed Name JEFFREY A. GARNESS, P.E.
Engineer's Comments:
In conducting this evaluation, GEG, Ltd. attempted to provide a thorough,
conscientious engineering analysis of the system In accordance with ADEC and MOA
DSD Guidelines B Regulations. The reported results described the performance of the
system under the conditions encountered at the time of the test, and separation
distances measured to readily Identifiable features. The operational life of all wells and
septic systems depend on the local soils condition, groundwater levels that may
fluctuate during the year, and the water usage of the family being served by the system.
These conditions are outside the control of the evaluator of the system. Satisfactory test
results do not guarantee future performance of the system, nor do they guarantee that
there are no hidden defects or encroachments. GEG, Ltd. can therefore not provide
any warranty or future estimate of how long the system will continue to meet the
operational requirements of the ADEC or MOA DSD. The content of this report Is for
the sole benefit of the owner listed above. Any reliance upon or use of this report by any
other person or party Is not authorized, nor will it confer any legal right whatsoever.
5. DSD SIGNATURE
✓ Approved for 3 bedrooms.
Disapproved.
Conditional approval for
Attachments:
HAA Checklist
Septic System Advisory
Well Flow Advisory
Phone 337-6179
Date -6116-Ar
bedrooms, with the following stipulations:
Maintenance Agreements
Supplemental Engineer's Report
Other
ON-SITE • '�c=
WATERANNU : m_
WASTEWATER .
PROGRAM
By: r� //k _ i �• Original Certificate Date:
(R@v.1201)
Municipality of Anchorage
.4 .
• Development Services Department
Building Safety Division
On-Ske Water & Wastewater Program s `
47W South Bragaw St.
P.O. Box 19WW Anchorage, AK 995196650
www.d.andnorsge.ek.us
(907)343.7904
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: FISCHER SUBDIVISION: BLOCK 1, LOT 38-1. Parcel ID: OI F- 612 -a5-
A. WELL DATA
Well type PRIVATE If A, B, or C provide PWSID# N/A
Date completed ^1974 Sanitary seal (YM) YES
Total depth 253+ ft. Cased to 40+ ft.
FROM WELL LOG
Date of test _
Static water level ft.
Well
Weil production —
g -p.m -
WATER SAMPLE RESULTS:
Coliform N colonies/100 ml. Nitrate Q,91 mg./L.
Well Log (YIN) NO
Wires property protected (YIN) YES
Casing height (above ground) 18+ In.
AT INSPECTION
8/3/2005
253 ft.
3.85 9—
p.m-
Other bacteria "& colonies/100 ml.
Arsenic: N/A mgJL. Date of sample: 8/3/2005 Collected by: GEG, LtD.
B. SEPTICIHOLDING TANK DATA
rr.
Tank Type/Material STEEL Data installed
Tank size 1000 gal. Number of Compartments 2 Cleanouts (YIN) YES
Foundation deanout (Y/N) YES Depression over tank (YIN) NO High water alarm (Y/N) N/A
Date of pumping 8/3/2005 Pumper McDONALD'S PUMPING
C. ABSORPTION FIELD DATA P13 DZIMMEEEM
10/9-13/2D00 t� C.
Date Installed 7/31]904A75o rating .p.d. r(�1.2 124 System "SHALLOW TRENCH/CRIB
Length 38/18 ft. Width 5/12 ft. Gravel below pipe 4/6 ft.
Total depth 08/10 ft. Eff. absorption area 360/ ft' Monitoring tube YES Depression over field NO
Date of adequacy test 8/3/2005 Results (Pass/Fall) PASS For **3 bedrooms
Fluid depth in absorption field before test19 in. Water added 527 gal. New depth 24.5 in.
Elapsed Time: 137 min. Final fluid depth 20.5 in. Absorption rate >= 450+ g,p.d,
Any rejuvenation treatment (past 12 mo.) (YIN & type) NONE KNOWN If yes, give date —
**TESTED SHALLOW TRENCH ONLY
D. LIFT STATION
Date installed
"Pump on" level at _in.
E. SEPARATION DISTANCES
Size In gallons
High water alarm level at in.
Cycles tested Meats alar & circuit requirements?
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tankilift station on lot 100'+
Absorption field on lot 100'+
Public sewer main N/A
On adjacent lots 100'+
On adjacent lots 100'+
Public sewer manhole/deanout N/A
Sewer /septic service line 25'+ Holding tank N/A
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 50+ Property line 5'+ Absorption field 5'+
Water main N/A Water service line 10'+ Surface water 100'+
Wells on adjacent kits 100'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line •1'+ Building foundation 10'+ Water main N/A
Water service line 10'+ Surface water 100'+ Driveway, parking/vehide storage 5'+
Curtain drain NONE KNOWN Wells on adjacent lots 100'+
F. COMMENTS
G. ENGINEER'S CERTIFICATION
I certify that I have determined through field inspections and t !'A—
Engineers
'r
review of Municipal records that the above systems are inFIT
conformance with MOA HAA guidelines In effect on this date.
Printed ame JEFFREY A. GARNESS
Date ali—
HAA Fee E "go
Date of Payment q'\�?
Receipt Number G-7242
(Rev 12!01)
Walver Fee $
Date of Payment
Receipt Number
- - --_SPRUCEpRcEKa{Rp-4E -----------
L£OENO
NOT(:
NO (A11MCNTS APPCAN ON THIO LOI ON /LAT NO. >P 190
8 NEWER VENT
AND LS NOT TO BE
*`.... 49.......... y°.
SHANdA. HOLT
�`- LT14 ;
`G
EASEMENTS OF RECORD. OTHER THAN THOSE SHOWN ON THE RECORDED PLAT. ARE NOT SHOWN HEREON.IUNlti munw
NDTF. ANY FENCELINES SHOWN ARE LOCATED APPROXIMATELY AND ARE NOT TO BE USED TO DETERMINE PROPERTY LINES
I's ilu. E1
AS4WILT SURVEY ( NO CORNERS SET THIS DATE 1
SCALE: t• • 20'
I HAVE PERFORMED A
DN Of THE FOLLOWIN
381. BLOCK 1, FISCHER SUB.
RAGE RECORDING DISTRICT, ALASKA AND THAT
IBLE IMPROVEMENTS SITUATED THEREON ARE
THE PROPERTY LINES AS NOTED AND NO VISIBLE
LCHMENTS EXIST EXCEPT AS NOTED.
AT ANCHORAGE. ALASXA THIS 21ST__
JUNE 2001
AND SURVFINZ'-1726. FS43 69
08-12-05;16:03 ;
- &a, -
SCS RcLM
1054914001
Cllcat Name
Garocss Engineering Group, Ltd.
Project Nems/#
Fischer Lot 3B•1, Block I
Client Sample rD
Fischer Lot 3B-1, Block I
Matrix
Drinking Watcr
PWSID 0
Sample Remarks:
;907 561 5301 # 2/ 4
All Datos/rlmes aro Alaska Standard Time
Printed Date/rime
08/12/2005 12:58
Collected Date/Time
08/03/2005 9:40
Received Daterrime
08/032005 12:50
Technical Director
Stephen C. Ede
Allowable Prep Analysis
Pnrotncter "'WU POL Units Medved container Limits Date Date Ink
Waters Department
Nitrate -N 0.810
N.icrobiology Laboratory
Total Coliform 0
0.100 mS/L EPA 300.0 B (�10) OSIO3105 JEM
cOVIOOmL S161209222B A (<el) 08/03/05 TLF
MUNICIPALITY OF ANCHORAGE
• DEPARTMENT OF HEALTH & HUMAN SERVICES �y
Division of Environmental Services
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. # /� ' .7-F } —25' HAA #
1. GENERAL INFORMATION
Complete legal description
30I
Logi, BCock 1; F.Lache.t Subdiviaion;
Location (site address or directions) 5140 Spruce Ctee-k Citete
Property owner Theodore. Lammott b Cattton Thotp Day phone
Mailinq r Anchckaae. Ataska
Lending agency CITY AJORTrAnF Attn• �{eid abet' Day phone
Agent Yvonne F.Lnteu JACOBS d JACOBS Day phone ^943-09"32
- -Address P 0 Box 221070 Anchorage, Ab 99592
Unless otherwise requested, HAA will be held for pickup.
.2. NUMBER OF BEDROOMS: 3
3. TYPE OF WATER SUPPLY:
Individual well XX
Community well
Public water
NOTE: If community well system, provide written confirmation from State ADEC attest -
Ing to the legality and status of system.
4. TYPE OF WASTEWATER DISPOSAL:
Individual on-site XX
Holding tank
Community on-site
Public sewer
NOTE: If community wastewater system, provide written confirmation from State AOEC
attesting to the legality and status of system.
72-025(Aw.1/91) Front MOA921
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 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 further verity 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 S 8 S ENGINEERING Phone
17034 Eag:e River Loop Road No. 204
Address F3ml. Il or PIastca 99577
Engineer's signature
6. DHHS SIGNATURE
Approved for «1 C" bedrooms.
Disapproved. --
O-
r
,h• •+c�J
*:49*H ....:
' pOt;EA J. uAfEP. P.E .�
PROFES
19F`C t is r s
/S.• � air
�r
Conditional approval for bedrooms, with the following stipulations:
Additional Comments
M
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 purchasers of homes
and their lending institutions in order to 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.
72.= ({1M. 1191) e.a MOA 921
Municipality of Anchorage ARL
Department of Health & Human Services dEEM
• HEALTH AUTHORITY APPROVAL CHECKLIST GMS
33/
Legal Description: _4,f 4. r, fr �rFti-�c� A Parcel I.D.
A. WELL DATA
Well type Aiet€�J4If A, B, or C, attach ADEC letter. ADEC water system number
Log present (Y/N) A) Date completed r I15� Driller 0 K
i
Total depth Z b 0 Cased to y O t Casing height
Sanitary seal (Y/N) r• Wires properly protected (Y/N) y
Date of test
Static water level
Well flow
Pump level
FROM WELL LOG
SEPARATION DISTANCES FROM WELL TO:
'f qf3• ( ; On adjacent lots ( CO
Absorption field on lot 2 Z ; On adjacent lots .100 �4
Public sewer main 4
� A Public sewer manhole/cleanout tJ JA
- r
Sewer service line' /0 r Petroleumtank /Jove_ lfiJowA)
X le.7Ai�eP nppfD�Jtd $-8•P�b
WATER SAMPLE RESULTS:
Colifor A el t14 Nitrate �TQ ,401 4 60,46-11 Other bacteria
Date of sample: h - Z Z - r!) Collected by: J& n1ti
AT INSPECTION
/ O - 2S }� �ipAUTY OF ANCHORAGE
.Z 3oWiRONMENTALSERVICES DIVISION
g.p.m• 2 Mp �O 1991
RECEIVED
Septic/holding tank on lot
B. SEPTIC/HOLDING TANK DATA
Date installed 'r - -}`4 Tank size J ODd Q&+/ Compartments
Cleanouts (Y/N) I Foundation cleanout (Y/N), Depression (Y/N) L)
High water alarm (Y/N) _�. 1A Alarm tested (Y/N)
Date of pumping It) - 2 3 = Y) Pumper t FY n C _rP Q I C.0 !t$
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO:
Well(s) on lot B b , On adjacent lots 1 00 t Foundation f
Topropertyline fO t Absorption field - ZZ Water main/service line
Surface water/drainage 100 •f
72-026 (Rev. 7/91) Front CONTINUED ON BACK PAGE
C. LIFT STATION
Date Installed
Size in gallons
Vent(Y/N)
p on" level at —"
Manufacturer
Manhole/Access (Y/N)
"Pump off" level at
High water alarm level
Meets MOA electrical codes (Y/N)
SEPARATION DISTANCE FROM LIFT STA N TO:
Well on lot On adjacen is
D. ABSORPTION FIELD DATA
Cycles tested
Surface water
Date installed Soil rating04
J � /B�System type 'SPnT`
Length 13 Width / 2 I Gravel thicknessTotal depth / O
.ey 41a' `j �'p
Total absorption area O Cteanouts present (Y/N) If
Depression over field (Y/N) N J Date of adequacy test / n –
Results (pass/fail), n A S Sfor � bedrooms
Peroxide treatment (past 12 months) (Y/N) If yes, give date
SEPARATION DISTANCE FROM ABSORPTION FIELD TO:
Well on lot Z Z r
j On (moo + Property line—/ a r'F
To building foundation 7 J To existing or abandoned system on lot -wJnNG to.�1J
Onadjacentlots O f Cutbank BTW —Water main/service line" to +
' r
Surface water ( F]n Y Driveway, parking/vehicle storage area ZD f
Curtaindrain t�.Ilr+
E. ENGINEER'S CERTIFICATION
I certify that I have checked, verified, or conformed to all MOA and HAA guidelines In effect on the date of this Inspection.
r� OF At. lk\
tq\
SBSENGINEERING i �+�•'•�••�•.s,���)
Signature 17034 Eagle RiverLoop Road No. 204 j h~' �•• 9
Eagle River, Alaska 99577 00* :490" •; k
Engineer's Name •• '••,•••
Date �� N�—e' �I RM RJ. AFENP.E.
W
0�
HAA Fee $ % 70
Date of Payment
Receipt Number -.13/
72-M (Rev. 3/91) Back MOA 21
Waiver Fee: $ —
Date of Payment
Receipt Number
•(��%%PROFESS((
L
i
i
CHEMICAL & GEOLOGICAL LABORATORY
A DIVISION OF COMMERCIAL TESTING & ENGINEERING CO.
5633 8 STREET ANCHORAGE. ALASKA 99518 TELEPHONE (907) 562.2343 FAX: (907) 561-5301
14ILISI3 REPORT BY SIMPLE for NCREorderi 39576
Date Report Printed: OCT 25 91 1 15:59
Client Sample ID:L3 31 FISCHER S/D - Client Nemo :S G S ENGINEERING
PN31D :Ul Client Icct :SNSENOP
Collected OCT 22 91 8 14:00 his. BPO B PO B NONE RECEI71D
Received OCT 23 91 1 15:30 hre. Req B
Preserved with :IS REQUIRED Ordered By
lnalyels Completed :OCT 2S 91 Send Reports to:
Laboratory Supe visor TEPEINN 'C. EDE 1)S G S ENGINEERING
Released By : �C 2)
....................................................................................................................................
Chomlab Ref B: 915684 Lab Smpl ID: 5
Parameter Iested
-------------------
NITRITI-N
i�
0
D
Sample ROUTINE SIMPLE COLLECTED Bi: R.D.J.
Remarks:
Matrix: MITER
Result Units method
-----------------------------------
0.45 mq/1, EPA 353.2
Illowable
Limits
---------------
10
..............................................................................................................
1 Trete Performed See Special Instructions Above 0A -Unavailable
ND- None Detected " See Sample Remarks lbove
NA. Not lnalyzed Lidera Than, GT-Grester Than
r�Q'SC S Member of the SGS Group (Socidl6 GAndrale de Surveillance)
id
r }
i
j MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
DIVISION OF ENVIRONMENTAL HEALTH
CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL
OF ON-SITE SEWER AND WATER FACILITY
264-4720
Application Date % /f 0 18 G
1. GENERAL INFORMATION
(a) Legal Description (include lot, block, subdivision, section, township, range)
Z' 1) Bilk Fi r sin 51r -;Z AI e 3 w
Location (address or directions)
Si 4C) .5 � �-' C-.,-
(b)
s (b) Applicant Name L ll; —Telephone: Home 3't6 -J843 Business AR('S
Applicant Address
(c) Applicant is (check one): Lending Institution ❑ ; Owner/builder E) ;Buyer ❑ ;Other ❑ (explain);
(d) Lending Institution�� Telephone
Address
'$ (e) Real Estate Company and Agent
Address
Telephone ) !+I
(f) Mail the HAA to the following address:
c-_ . // 346-�p43
2. TYPE OF RESIDENCE
Single -Family Multi -Family ❑ Other
Number of Bedrooms
3. WATER SUPPLY
Individual Well 0 Community ❑ Public ❑
Note: If community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
4. SEWAGE DISPOSAL
Onsite ff 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.
Page 1 of 2 72-025 111,84)
(^
5. ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health
Authority Approval 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 Municipal and State codes, ordinances, and regulations in effect on
the date of this inspection.
Name of Firm altu.) e e.no — ,fir_ Telephone
Address 7/A-7 S Nw
Date —2
WATER WELL NOTE: This Health Authority Approval inspection merely
certifies that the subject water well produced 150 gallons per
bedroom per day and that certified laboratory tests showed no
presence of coliform bacteria in a sample of that water. No warantee
or certification is expressed or implied concerning the long term Cjf 1-'14,4 R -s
adequacy or safety of the water supply. o •"••��'•.;ii�• 0
:;!0^
ON-SITE SEWAGE DISPOSAL SYSTEM NOTE: This Health Authority Approval C")• OT
inspection merely certifies that the subject on-site sewage disposal �••• 4h u//�'I- '=t'��• j
system accepted at least 150 gallons of water per bedroom per day p •.••s i:tr;.•'il
as determined by methods approved by the Municipality of Anchorage f% i t1 -1L HAWrHCRNC ; 7
Department of Health and Human Services. No warantee or �ry.n` CE -4369 4J
certification 1s expressed or implied concerning the long term Q,�tii;......••,4;^v
adequacy of the on-site sewage disposal system. Construction data
reported on buried system components is from MOA files and was
not verified during this inspection.
DHEP APPROVAL�
Approved for bedrooms by 1 L1�
Approved Disapprov Condition I _
Terms of Conditional Approval
CAUTION
Date ?//�/�`3
The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority
Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional
engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending
institutions in order to satisfy certain federal and state requirements. Employees of DHEP 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.
Page 2 of 2
72-0:5 01,94)
A. WELL DATA
MUNICIPALITY OF ANCHORAGE (MOA)
HEALTH AUTHORITY APPROVAL (HAA)
CHECKLIST - FEBRUARY 1964
2644720
MUNICIPALITY OF ANCHORAG:
DEPT. OF HEALTH &
ENVIRONMENTAL PROTECTION
AL 141986
Co�s�� RECEIVED
Legal Description:
54
L -31i -I; 515- T12.AJ re30
Well Classification IiP1I/.OTG If A. B, C. D.EC. Approved (YIN)
Well Log Present (YIN) W— Date Completed UNif 0AW_ Yield i % �A
Total Depth a:6 ' Cased to > yD Depth of Grouting
Static Water Level f Pump Set At �A(XN1L�Ju
Of
Casing Height Above Ground ZZ Sanitary Seal on Casing (YIN)
Electrical Wiring in Conduit (YIN) Y:f5 Depression Around Wellhead (YIN)
Separation Distances from Well:
To Septic/Holding Tank on Lot 98.1., ; On Adjoining Lots > 700
` f
To Nearest Edge of Absorption Field on Lot 12 2 ; On Adjoining Lots Loo
To Nearest Public Sewer Line To Nearest Public Sewer
CleanouVManholef�/� To Nearest Sewer Service Line on Lot
Water Sample Collected by %%i'.06AN ; Date 2-7`'-74 /
Water Sample Test Results
Comments
B. SEPTIC/HOLDING TANK DATA
Date Installed 7-9* '47"1 Size 6- No. of Compartments
Standpipes (YIN) V= Air -tight Caps (YIN) VA25 Foundation Cleanout (YIN) Yes
Depression over Tank (YIN) (/,'02 Date Last Pumped el -?-G - 8r!
Pumping/Maintenance Contract on File (YIN)W14 ; forNIq
f
Holding Tank High -Water Alarm (YIN) _ Temporary Holding Tank Permit (YIN) -e"
Separation Distances from Septic/Holding Tank:
To Water -Supply Well 98,G To Building Foundation
S• f
f ,
To Property Line �� To Disposal Field %%
To Water Main/Service Line ;� f ; To Stream. Pond, Lake. or Major Drainage
Course
Comments
Pagel of 2
72-026t 1184)
1-.
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata 121' O•Std Type of System Design we~ Rr •
Date Installed
Length of Field
Width of Field
Depth of Field G
Gravel Bed Thickness
Square Feet o1 Absorption Area 390
Standpipes Present (YIN) ASS
Depression over Field (YIN) 410
Date of Last Adequacy Test 7 -9 -Jr6
Results of Last Adequacy Test —aZ
3 3arw.
Separation Distance from Absorption Field:
To Water -Supply Well X2.2 • To Property Line 10
To Building Foundation/ 078 To Existing or Abandoned System on
Lot -A&. e- On Adjoining Lots .Y
To Water Main/Service Line -ti '~
To Cutbank (if present)
To Stream/Pond/Lake/or Major Drainage Course _
To Driveway, Parking Area, or Vehicle Storage Area
Comments
D. LIFT STATION
N/A
Date Installed
Size in Gallons
"Pump On" Level at
High Water Alarm Level at
Tested for
Electrical Codes (YIN) —
Comments
V/ -
Dimensions
Manhole/Access (YIN)
"Pump Off" Level at
•• Check Permitted Bedroom Rating Against HAA Request ••
Vent (YIN)
Pumping Cycles during Adequacy Test. Meets MOA
Icertify tha es c ,ver' d, or conformed to all MOA and HAA guidelines in effect on the date of this inspection.
Signed Date 7 19 ARL
CompanyMOA No.
Receipt No. 3�4a = � Qf
..... r
Date of Payment
Amount: S - 4J O�P 9 a
Page 2 of 2
72-026 (11,84)
CE -4359
rte • •.......•••v''d�v
C®cuo
Arkunicipality
of
\ P.O. BOX6650
� \\1
ANCHORAGE, ALASKA 99502-0650
�f (907) 264-4111
Anchorage \\/ TONYKNOY,LES.
AIAYOR
DEPARTMENT OF HEALTH 8 HUMAN SERVICES
August 8, 1986
Neil Hawthorne
NHawthorne—Engineering
7127 Old Seward Highway
Anchorage, Alaska 99502
Subject: Lot 3B1 Block 1 Fischer Subdivision
Waiver Request, WR86-103
Dear Mr. Hawthorne:
Your request for a waiver of the 100 foot separation distance required
between the septic tank and well on the subject property has been
granted. This distance has been waived to 98 feet.
Sincerely,
c+
Steph(ve/n S. Morris
Civil Engineer
On—site Services
SSM/ljw
NHAWTHORNE-ENGINEERING
7127 OLD SEWARO HIGHWAY
ANCHORAGE. ALASKA 99502
1 ) 907-34447 t 1
Moi -/ �NNs
L St
9 So l
ee: Z- t 3 gt k A-ee S /p
ear S-fe✓e j
7•rowl 'Ll% Y<- �Calocr•r yls --o
-t-L 1.eares C 5 or 'LLt•c 4c. k ex- Lces5 CL.4
/49 f t L✓t -tAa i n -i. ke5
Lo o 44{
�l«s� 1e J I." -e- ho & --1 _;1
YC�UIrt a �.le✓er rec�ues L� Ir;
Ju►y ¢,,9s� �/�
Plee's f ccnSSI)er 1itiS p, re aeit -(C?
WA1 ✓tr v 'f -t 1,e m Lo✓l se�c�✓� fi•. � d � s 1 c e,
A
5. LEGAL DESCRIPTION
DAIE RECEIVED
_
INSPECTION APPOINTMENTS
6. TYPE OF RESIDENCE
TIME
TIME
TIME -
ct_A.ASt-CU �e
DATE _
❑ MULTIPLE FAMILY
DATE
_
DATE
q - �ot -�sv a Q l
INSPECTOR
INDIVIDUAL'
INSPECT
INSPECTOR
p� ,-
�
since June 1975. For wells drilled prior to that date, give well
MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH &
PROTECTION
\
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTMARONMENTAL
825 L Street • Anchorage, Alaska 99501
• 1
SEP 16 1980
ENVIRONMENTAL SANITATION DIVISION
Telephone 264.4720 RECEIVED
REQUEST
FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES
DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten 001 days for processing.
1. PROPERTYOWNER
PHONE
MAILING ADDRESS
PROPERTY RESIDENT Of different from above)
PHONE
<
!.=
2. BUYER
PHUNL
MAILING ADDRESS
3. L DING INSTITUTION
PHONE
Z7C1
MA,LLINGOAD
VL
4., LTOR/AGENT
PHONE
i
MAILING ADDRESS
S L
5. LEGAL DESCRIPTION
STREET LOCATION
1
6. TYPE OF RESIDENCE
NUMBER OFs EDRO9MS
❑ One Four ❑ Other
SINGLE FAMILY
❑ Two Five
❑ MULTIPLE FAMILY
Three ❑ Six
7. WATER SUPPLY
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.)
S. SEWAGE DISPOSAL SYSTEM
P< INDIVIDUAL/ON-SITE"
YEAR ON-SITE SYSTEM WAS INSTALLED.
❑ PUBLICUTILITY
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
72.O10(Rw. 6/79)
72010 (Rev. 6/79)
THIS SIDE FOR OFFICIAL USE ONLY
1. TYPE OF RESIDENCE
❑ SINGLE FAMILY
❑ MULTIPLE FAMILY
NUMBER OF BEDROOMS
❑ ONE
❑ TWQ.
PERMIT NUMBER
❑ —1. 'EE ❑ FIVE ❑ OTHER
SIX
--�
2. WATER SUPPLY
Cl INDIVIDUAL
Cl COMMUNITY
Cl PUBLIC UTILITY
Connection Verified
DEPTH OF WELL
DATE DRILLED
LOG RECEIVED
3. SEWAGE DISPOSAL SYSTEM
❑INDIVIDUAL/ON-SITE
❑PUBLIC UTILITY
Connection Verified
PERMIT NUMBER
DATEINSTALLED
INSTALLER
❑Septic Tank or ❑Holding Tank
Size: ) OU O If Tank is homemade
give dimensions:
SOILS RATING
TYPE OF TANK
MANUFACTURER
TOTAL ABSORPTION AREA
MATERIAL
r ' Y
4. DISTANCES
WELLTO:
Septic/Holding Tank
Absorption Area
Sewer Line
Nearest Lot Line
Absorption Area to nearest Lot Line
5. COMMENTS
PROVED FOR BEDROOMS
❑ VONDITIONAL APPROVAL (letter must accompany certificate)
UUUyYYY/DISAPPROVED
DATE
BY
72010 (Rev. 6/79)
R&M CONSULTANTS, INC. 5024 CORDOVA . BOY 6067 . ANCHORAGE. ALASKA 99502 . GH 907 279 0489 . TLX 09025290
ENGINEER• '
R.ANNERE
EVRVEYORE
September 29, 1980 R&M No. 051001-74
Mr. George Williams
Star Route A 1717 L
Anchorage, Alaska 99507
Re: Adequacy Test on Existing Sanitary Sewer System; Consisting of a
Septic Tank with a Seepage Pit, Lot 3B 1, Block 1, Fisher Subdivision,
Anchorage, Alaska
Dear Mr. Williams:
Per Cher Brown's request of September 16, 1980, Dan Cooper of R&M
Consultants conducted a test of the sanitary sewer system on the above
described property.
The test indicates acceptance rates determined under conditions at the time
tested. Actual system performance over long periods of time depend on
factors which cannot be evaluated by this test thus our office cannot
warrant the suitability or fitness of the system for either an extended period
of time or for user demand in excess of the expected flow noted herein.
Factors affecting system performance include:
Actual use demand on the system;
Fluctuations in groundwater levels;
Physical conditions of the septic tank, leach field, trench or
seepage pit and soil.
It should be noted that while a septic tank and leach field disposal system is
one of the most reliable methods of sewage treatment and disposal it is
nearly certain that the leach field or seepage pit will fail sometime during
the useful life of the structure. Studies indicate leach fields, trenchs and
pits have a life expectancy of ten to twelve years under optimum conditions.
All septic systems have a finite hydraulic loading capacity which can be
expected to decrease with time.
Because the house on the lot is occupied, we assume that the seepage pit
was at its normal degree of saturation. During this test the liquid levels in
the septic tank and seepage pit were monitored as water was added to the
system. The measurements are summarized in the following table:
ANCHORAGE IAIREANKE JUNEAU
Mr. George Williams^
September 29, 1980
Page 2
rm
DATA & CALCULATIONS FOR SEEPAGE PIT TEST
SUBJECT: Three Bedroom = 450 GPD Required Flow
1. TIME OF PUMPER ARRIVAL: 1:45 p.m. September 23, 1980
DATE: September 24, 1980
6. 6.8' 1:30 7.5' 1:25
Effluent acceptance rate based on specfic capacity =
(7.5 feet - 7.1 feet) (12 inches/foot) (32.5 gallons/inch) = 156 gallons
From: September 23, 1980 To: September 24, 1980
2:30 p.m. 1:25 p.m.
1440 min./day x 156 gallons
1375 min.
7. 6.2' 2:06 7.1' 2:05
= 22 hr. 55 min. = 1375 min.
163 Gallons Per Day
160
SEPTIC
TIME
SEEPAGE
TIME
GALLONS
GALLONS
GALLONS TIME
TANK
PIT
REMOVED
REMOVED
ADDED
LEVEL
LEVEL
FROM TANK
FROM PIT
TO PIT
2.
3.85'
1:40
7.0'
1:35
1500
3.
4.0'
2:02
10.9'
2:00
1500
4.
4.15'
2:18
7.1'
2:21
5.
7.4'
2:32
7.1'
2:30
1000
DATE: September 24, 1980
6. 6.8' 1:30 7.5' 1:25
Effluent acceptance rate based on specfic capacity =
(7.5 feet - 7.1 feet) (12 inches/foot) (32.5 gallons/inch) = 156 gallons
From: September 23, 1980 To: September 24, 1980
2:30 p.m. 1:25 p.m.
1440 min./day x 156 gallons
1375 min.
7. 6.2' 2:06 7.1' 2:05
= 22 hr. 55 min. = 1375 min.
163 Gallons Per Day
160
Mr. George Williams'
September 29, 1980
Page 3
r"
SEPTIC TIME SEEPAGE TIME CUMULATIVE TIME METER
TANK PIT GALLONS ADDED READING
LEVEL LEVEL TO SEEPAGE PIT
6.2'
2:06
7.5'
2:05
0
2:08
6.2'
2:30
6.7'
2:28
150
2:30
6.2'
2:44
6.4'
2:43
250
2:43
6.2'
2:54
6.2'
2:51
300
2:51
6.2'
3:03
5.8'
2:59
350
2:58
6.15'
3:07
5.2'
3:05
400
3:05
6.15'
3:14
4.6'
3:12
450
3:12
6.15'
3:21
4.4'
3:20
500
3:20
DATE: September 25, 1980
5.35'
1:38
7.85'
1:40
0
1:40
5.35'
1:58
7.5'
1:56
85
1:56
5.35'
2:15
7.3'
2:13
150
2:12
5.35'
2:23
7.25'
2:21
200
2:20
5.35'
2:28
7.1'
2:27
250
2:27
5.35'
2:35
6.95'
2:35
300
2:34
5.35'
2:43
6.85'
2:41
350
2:41
5.35'
2:49
6.65'
2:48
400
2:48
5.35'
2:57
6.6
2:56
450
2:55
5.35'
3:05
6.5
3:03
500
3:03
Date: September 26, 1980
THIRD DAY - Seepage Pit Level 7.85'.
The meter used during the test was a Rockwell 5/8" standard water meter
which had previously been calibrated by R&M Consultants, Inc.
Mr. George Williams'
September 29, 1980
Page 4
The total daily load for the three bedroom residence is four -hundred fifty
(450) gallons; surge capacity is three -hundred sixty (360) gallons.
The Municipality requires the system to accept a surge capacity of 80% of the
total daily load at a rate of ten (10) gallons per minute and to accept the
total daily load plus fifty (50) gallons in twenty-four (24) hours. Systems
must accept the above loads on two consecutive days.
Failure Criteria is as follows:
1. Water rises excessively in the system at or before 80% of total load
added.
2. Effluent overflows system.
3. Water level does not return to within one inch of initial static level.
During both days of testing, the system accepted five -hundred (500) gallons
of water and returned to the original static level by the next day.
We can therefore conclude that the system is disposing of effluent at an
adequate rate for a three bedroom residence.
We have appreciated this opportunity to be of service to you. Please contact
us if you have any questions concerning this test or if we can be of
additional service.
Very truly yours,
R&M CONSULTANTS, INC.
Richard S. Giessel
Senior Engineer
RSG/at/jq
GREATER ANCHORAGE AREA BOROUGH
Department of Environmental Quality
3330 "C" Street, Anchorage, Alaska 99503 274-4561
Date Received May 17, 1976
Time of Inspection
9:30 a.m.
Date of Inspection 5-19-76 Wed.
REQUEST FOR APPROVAL OF Les
INDIVIDUAL SEWER & WATER FACILITIES
FOR
V.A.
1. Approval requested by: Alaska Mutual Savings Bank 8 Fran Brown
Mailing Address: 601 West 5th Avenue
Phone: 274-3561
2. Property Owner: Thomas F. & Mary K. Larson Phone: 344-6489
Mailing Address: Star Route A Box 1717L, 99507
3. Legal Description: Lot 3B1 Block 1 Fischer Subdivision
4. Location• Spruce Creek Circle
5. Type of facility to be inspected Single Family No. of bedrooms 2
6. Well Data: Individual
A. Type B. Depth Approx. 260'
C. Construction D. Bacterial Analysis
7. Sewage Disposal System: On—site system
A. Installed 1974 B. Installer
C. Septic Tank: 1. Size 2. Manufacturer
D. Seepage Pit: 1. Absorption Area
E. Disposal Field: Total length of lines
8. ,'Di§tances:
A. Well -to: Septic tank , Absorption area Sewer Lines
Nearest lot line Other contamination
B. Foundation to septic tank Absorption area
C. Absorption area to nearest lot line
2. Material
EQ -034 (1/74) Page 1 of two pages
MUNICIPALITY OF ANCHORAGE A4UN1C;pSL!TY CF n"lCNC??O=
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION UEPi. 0, N=%111H
2510 East Tudor Road, Anchorage, Alaska 99504 276.2221 ENVR1_NN.EN:,4L f iC;LCTION
REQUEST FOR APPROVAL OF
INDIVIDUAL SEWER and WATER FACILITIES
x RECEIVED_
1. Type of Inspection:" // CMRO VA �FHA CONN
2. Property Owner: —d o,," f e� /►/ark k ./ men/
Mailing Address:SRA -Sma.17/71 g19.f0 Day Phone: •?yy-6<1 b'
3. Name of Buyer: 6?,2V /✓I c- E AW11 %
Mailing Address:.. -f? 71 Al J�gle,/.A fir. Day Phone: 2%7- 6!Z
4. Name of Lending Institution:�J�/s /"/ ¢ �✓ ^nr �� �L ^ �r'"'�
Mailing Address: Karl 1A),' r�Ae -, A~k Phone: 2%y 3SX/
Z,lLP/
5.. Name of Realtor or Agent: 44. - L -✓, - 92,1 — ���
Mailing Address: 264a 'New gkx Phone:
6. Legal
Location:A. l7r"r.0-— '
oar Teal
7. Type of Facility to be Inspected: <;Als r �^+ %�`� No. Bdrms. A
8. Water Supply
Type of Supply: Public Utility—individual 4�t'
If Individual, number of dwellings presently served /
i
If Individual, depth of well
9. Sewage Disposal System
Type of System: Public Utility Individual (on-site)
If Individual, date of installation
72-003(3/76)
q�
A
'�a�w-a rSw '.Y ^"l.�- 5�••--fit
Page 2 of two pages - Rest for Approval of Individual :^er & Water Facilities
Legal Description
Comments
Lot 3B1 Block 1 Fischer Subdivision
Disapproved
Date
'Approval;Valid for one year from date signed
Greater Anchorage Area Borough. Department of Environmental Quality
DIAGRAM OF SYSTEM
I certify that the information contained in this request for approval to be a true and
accurate representation of the subject sewer and water facilities and these facilities
are operating satisfactorily.
SIGNED
EQ -034 (1/74)
Date
UM�
GREATER ANCHORAGE AREA4DIURec'
G
Department of Environmenty
3330 "C" Street, Anchorage, Alask274-4561
ved May
I �
l �� �,�• Time of Inspecti0
Date of Ins ect' n
ID'`l�° �o JSE
OVAL OF
J �i� INTER FACILITIES1. Approval requested by Valda r &—
Mailing Address 3380 C Street Phone: 279-7611
2. Property Owner Thomas Larson Phane:344-6489
Mailing A ress: Route A Box
3. Le 1 Desc iption: Lot 3B1 Block 1 Fi c ubdi ision
4. Lo tion: Spruce Creek Circle
5. Ty f fa ility to be inspected Single
6. Wel Data: indiviylne-1
A. pe
C. Construction
7. Sewage Disposal System: C
A. Installed
C. Septic Tank: 1.e
D. Seepage Pit: b
E. Disposal Fie d: T tal 1
8. Distances:
�r
B. Depth 280'
D. Bacteria Analysis
ite system.
B. Install
2.%Man
on Area Mate
01"0) lines
A. 1 t : Septic tank
Nearest 1 line Other
B. oundation t septic tank
C. A sorption area to nearest lot line
bMorption area
contamination
, Absorption area
Lines _,
EQ -034 (1/74) Page 1 of two pages
Page 2 of two pages - Re ''fit for Approval of Individual .'7�,r & Water Facilities
Legal Description Lot 3B1 Block 1 Fischer Subdivison
Comments
Approved Disapproved Date
Approval,Valid for one year from date signed
Greater Anchorage Area Borough, Department of Environmental Quality
DIAGRAM OF SYSTEM
i certlTy tnat the 1nTOMOVIV" W11"I[ICU M Uma . -11 ---• -- -- - ---- --
accurate representation of the subject sewer and water facilities and these facilities
are operating satisfactorily.
SIGNED
EQ -034 (1/74)
Date
GREATER ANCHORAGE AREA BOROUGH
Department of Environmental Quality
3330 "C" Street, Anchorage, Alaska 99503 274-4561
5. Type of facility to be inspected/jt42�6 - "11ue , No. of bedrooms
6. Well Data:
A. Type S'"nAIt/ B. Depth .�Z 7r
C. Construction dov
D. Bacterial Analysis
7. Sewage Disposal System:
A. Installed -7 B. Installer
C. Septic Tank: 1. .Size /Dnn 2. Manufacturer
D. Seepage Pit. 1. Absorption Area 36 O II 2. Material
E. Disposal Field: Total length of lines
8. Distances:
r ,
A. Well to: Septic tank /Go , Absorption area /r 9 Sewer Lines
Nearest lot line /D r Other contamination _
B. Foundation to septic tank 5 Absorption area -2S
C. Absorption area to nearest lot line 2 r
EQ -034 (1/74) . Page 1 of two pages
Date Received
Time of Inspection
Date of Inspection
REQUEST FOR
APPROVAL OF
INDIVIDUAL SEWER
& WATER FACILITIES
FOR
C7 /i�ccfuaP 1�Cc����•
1.
1.
Approval requested
r.T(T•'.'
by: /' Lia1s 61r�Zr • • • �
Mailing Address:,
o x /'J
/8 X C?9S67 Phone:
2.
Property Owner:
Phone:
Mailing Address
3.
Legal Description:
L 3
4.
i
Location:
5. Type of facility to be inspected/jt42�6 - "11ue , No. of bedrooms
6. Well Data:
A. Type S'"nAIt/ B. Depth .�Z 7r
C. Construction dov
D. Bacterial Analysis
7. Sewage Disposal System:
A. Installed -7 B. Installer
C. Septic Tank: 1. .Size /Dnn 2. Manufacturer
D. Seepage Pit. 1. Absorption Area 36 O II 2. Material
E. Disposal Field: Total length of lines
8. Distances:
r ,
A. Well to: Septic tank /Go , Absorption area /r 9 Sewer Lines
Nearest lot line /D r Other contamination _
B. Foundation to septic tank 5 Absorption area -2S
C. Absorption area to nearest lot line 2 r
EQ -034 (1/74) . Page 1 of two pages
rl
,. MUNICIPALITY OF AI'CHOPAGE
MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH &
DEPARTMENT OF ENVIRONMENTAL QUA LITYnkOnMWNTAL rGCTECTION
—3330 Winchora e I ska 99503 — 274-4561 t- ' ".4Y 4 1976
REQUEST FOR APPROVAL OF E C E I V E D -
INDIVIDUAL SEWER and WATER FACILITI S
1.
Type of Inspection: CMRO
VA
FHA
CONV
2.
Property Owner: e� �F �«
Mailing Address: ���� �7�%
Day Phone
'' 44/4
3.
Name of Buyer: ` %fir
Mailing Address:
Day Phone
4.
Name of Lending Institution: �/
/
�`�
Mailing Address:
Phone
5.
Name of Realtor or Agent:
Mailing Address:
-
Phone
6. Legal Description:
Location: S5
lYlfl �Cy D 71�NeA� r iii ray s�sv ��:puce <� ���c V/ L/ e, & .
7. Type of Facility to be inspected: No. Bdrms.
8. Water Supply
i
Type of Supply: Public Utility Individual
If Individual, number of dwellings presently served
If Individual, depth of well
9. Sewage Disposal System
Type of System: Public Utility Individual (on-site)
If Individual, date of installation
EQ -037 onO
Pa9g 2,of two pages - Re's t for Approval of Individual j?r'& Water Facilities
4.eVT Discription
Comments
Approved Jtntca, Disapproved Date , �to 7y�
Approval ,,Valid for one year from date signed
Greater Anchorage Area Borough, Department of Environmental Quality
DIAGRAM OF SYSTEM
I certify that the information contained in this request Tor approval w ve a ue and
accurate representation of the subject sewer and water facilities and these facilities
are operating satisfactorily.
SIGNED Date
EQ -034 (1/74)
