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HomeMy WebLinkAboutTHOMSON LT 7Thomson
Lot 7
#067-041-07
Municipality of Anchorage
On -Site YVater and Waste%later Program - (907) 343-7904 Page Of
ON-SITEITUASTELAM, TER INMRPECTION REPORT
Permit N umber: OSPI61243 PID Number: 067-0411-07
Y rIUJ�_-UL. L_j Nt-,W !M UfJqfdUt�
Name:
Daniel and Barbara
® ABSORPTION FIELD
,[Address E] Deep Trench El Shallow Trench gMBed [IMound 1
1,7025 lemens Circle Eagle River, AK 99577
Eli Other
_Numbero
,Phone "on a2'f7Bdrom, Soil Rating Total depth from original grade
I133 GPDISF! Ftj
IDepth to pipe invert. from original grade Gravel depth beneath pipe
Subdivision Block Lot 0, Ft.
1 -4 3 Ft. .5
Thomson 7 iq, I
11 1 added above original grade Gravel length I
Fownship Range 'section 1 1 Ft.j 38 F L
Gravel width Beds: Number of Lines Distance between lines
11 N' IJI*, 1 PNft,=* Ft. I Ftj
Toi Septic Total absorption area 'Number of trenches Dist. between trenches
I Absorption Lift Station Holding Sew I I
Tank I Fil
ed I Tank L2ine t
From 570 F Ft..
Well ' A
ITANK EW:. Septic [21 S.T.E.P. [I Holding [I Other
NA >1 00 1; NNA >25'
jManufac�turer Capacity
NA Asting Gala
Surface Water NA >1 00' NA 1 -
Lot Line 1 NA I >10' NA NIA I
ILIFT STATION
Foundation NA >11U 1 NA NA
Manufacturer Capacity
Curtain Drain None Noted
Pump on level at (Pump off level at High vivater alarm
rzcrrrarnarx!3uflu auz:;QrP'1I(xj UUU aria p1ping
in. _qompletely_L(�rniqved from site. Contaminat�d in.1 in. I
Material replaced with MOA approved sand. jPump i� ake and model Electrical Inspections performed by
ATankto
UERIAL House to tank Lar
Installer drainfield
Rm ce Martin Grainfield F81 0
rp�_7
Inspector W . Roberts BENCH MARK (Assumed elevation) 00.0 it
_j
Inspection 10/4/16 nd 11-ocation and description
da 2
Conditional Approval:Date AW 0.
A"
-i
49
q__ '0
4381-E
11-23-2Q
ppilroved Date )013 r tit
Tnspe"On _po'
Municipality of Anchorage Page 2 of 3
DEVEOPMENT SERVICES DEPARTMENT PID NO: 067-041-07
4700 South Bragaw Street Anchorage, AK 99519-6655 - 343-7904 Permit Number: OSP161243
THOMSON SUBDIVISION
LOT 7
NOTE: tO
Existing Septic Tank Verified Suitable for
Continued Use. Old Absorption Bed and
Contaminated Material Removed From Site.
si 14Y 22Z
S2 15.T 275
0 2CO2 17.1' 41H
2CO3 48.a 64.r
ID
TRACT A -3—A
Existing Well CHARLICE SUB.
Existing Well
FCO
S1 OTHI
S2 2C01
Drawing not completed
�qv from Surveyor As Built.
Locations are not exact.
Al
MICHAEL E. ANDERSON
No. CE -4391
LEGEND
S1 — Septic Vent
C3 — Clean Out
M1 — Monitor Tube
`
TH — Test Hole
S&S TH.—S&S EnQn -
�
. |�Mc�e
Municipality of Anchorage
DEVEOPIrIENT SERVICES DEPARTMENT
4700 Bmore Road Anchorage, AK. 99519-6655 - 343-7904
On -Site Wastewater Disposal System or Well Inspection Report
Permit Number: OSPI61243
M
Gallon
Septic Tank
EXISTING
Page 3 of 3
PID No067-041-07
M
MUM
D R C-11), -1c I L E AC'::')" B LT
No Scale
49th
M
No, CE -4381
< 2v
4v
'4i�,OUFESSVT'�5'V
On -Site Wastewater Disposal System Permit
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water & Wastewater Program
4700 Elmore Road, PO Box 196650
Anchorage, AK 99519-6650
Telephone: (907) 343-7904
Permit Number: OSP161243
Tax Code Number: 06704107000
Work Type: Septic Upgrade
Permit Effective Dates: September 01, 2016 to September 01, 2017
Design Engineer: ANDERSON ENGINEERING
Subdivision: THOMSON
Site Legal Address: THOMSON LT 7 G:0363
Owner/Address: BRANDVOLD BARBARA S & DANIEL J
7025 CLEMENS CIR EAGLE RIVER AK 995779611
Site Mailing Address: 7025 CLEMENS CIR, Eagle River
This permit is for the construction of:
Lot Size in Sq Ft:
Total Bedrooms:
,p C 11
pal tnient
42626
Y Disposal Field N Septic Tank N Holding Tank N Privy N Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services
Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either:
A. Open and Close on the same day.
B. Covered, sealed, and heated to prevent freezing.
Special Provisions: An additional perk test is required prior to construction.
Received
Issued By:
Date:
Date: / ��
Municipality ®i Anchorage
P.O. Box 196650 0 4700 Elmore Road
Anchorage. Alaska 99519-6650 0 (907) 343-7904 s Fax (907) 343-7g97
Development Services Division
On -Site Water and Wastewater Program
* * * * VARIANCE/WAIVER REVIEW * * * *
Waiver#: OSV161105 COSA#: Permit#:OSP161243
PID#: 067-041-07
Legal Description: Thomson Lot 7
Engineer: Anderson Engineering
Applicant: Daniel and Barbara Brandvold
Your request for a waiver of the required 50 feet horizontal separation from the absorption field
to the excessive slope has been approved. The approved separation distance is 20.0 feet.
This waiver approval applies to the proposed absorption field only. Any future upgrade to the
on-site wastewater disposal system will require all separation distances be met or another
approval from this department.
❑ The affected adjacent property owner(s) have been given a 7 day notice regarding this
waiver.
❑ Notarized letter(s) of nonobjection have been received from the owner(s) of the affected
adjacent property.
® Adjacent properties are not affected by this waiver.
..............................................................................1
Waiver is Granted: X Waiver is not Granted:
Date: [� Approved by:
Name of Reviewer
............................................................ ................1
**** VARIANCE/WAIVER REVIEW ****
MUNICIPALITY OF
Community Development Department
Development Services Division ct
On -Site Water & Wastewater Program
ANCHORAGERUSH!
RUSH!
ON-SITE SEWER/WELL PERMIT APPLICATIOfi
a 40f-^J2y6 2015
Parcell.D. 067-041 07 Viz;
Property owner(s) Daniel & Barbara Brandvold Day phone MA5-0L _
Mailing address 7025 Clemens Circle Eagle River, AK 99577
Site address Same
Legal description (Sub'd., Block & Lot) Thomson, Lot 7
Legal description (Township, Range & Section)
Lot Size 42,626 Sq. Ft.
APPLICATION IS FOR:
(® all that apply)
Absorption Field
❑X
Septic Tank
❑
Holding Tank
❑
Privy
❑
Private Well
❑
Water Storage
❑
Number of Bedrooms Three
APPLICATION IS AN:
TYPE OF DWELLING:
Initial ❑
Single Family (SF) ❑x
(w/wo ADU)
Upgrade NDuplex
(D) F-1Renewal
F1
Multiple Dwellings ❑
(SF and/or D)
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
(Signature of property owner or authorized agent)
M�fid /5
Permit/Rush Fees: $.zi.d03c/%% Waiver Fees: Z
Date of Payment: SP— ?—If _46 Date of Payment: 5
Receipt Number: O yd 0 3 G Receipt Number: C) J G
Permit No. U���6/Z7�2 Waiver No. OS V
Permit App_` 1�._c.
ANDERSON ENGINEERING
P.O. BOX 240773
ANCHORAGE, AK 99524
522-7773 677-7766 (FAX)
August 26, 2016
Municipality of Anchorage
Development Services Department
On -Site Water and Wastewater Program
4700 Elmore Road
Anchorage, AK 99519-6650
Subject: Lot 7, Thomson Subdivision
Septic System Design and Permit Application
Impacts to Adjacent Properties
Dear Onsite Services Engineer:
The septic system on Lot 7, Thomson Subdivision has failed and must be replaced.
We are therefore requesting a permit be issued for the reconstruction of the septic
system to accommodate the three-bedroom home on the lot. The attached Site Plan
and backup documentation identify the location and configuration of the existing and
proposed septic systems. The existing Septic Tank will be exposed and inspected and
verified suitable for reuse. If it is found to be defective it will be replaced with a new
1,000 gallon tank. No conflicts exist between the proposed septic system and the wells
and septic systems on this or adjacent lots. Drainage arrows are shown indicating the
current drainage patterns. The drainage patterns will be maintained after construction.
The surface area of the lot which is available for the septic system upgrade is limited by
the steep slopes in the back of the lot and the placement of the well. The only suitable
place is the same location as the existing absorption bed. The existing bed will be
demolished including all pipe, drainfield rock and contaminated soil. The materials will
be either hauled from the site of buried on the property more than 100' from the existing
wells in the area. The excavated area will then be backfilled with MOA approved
coarse sand. The new absorption bed will be constructed atop the sandat the
same elevation as the existing bed. &+ le/ A5,4
The test holes placed on the lot in the past and the test hole recently placed all
indicated gravel with sand with some silt (GW/GM). Groundwater was found in the
original test hole placed in 1990 at 8'. No groundwater was found in the recent test
hole and none has developed in the past monitoring period. The subdivision has
developed since the original test hole was placed and drainage improvements have
been made. This may account for the lack of groundwater in the area. The percolation
rate in the accepting soils was determined to be 4.8 minutes per inch. We have
designed the new absorption bed with an application rate of .8 gallons per day per
square foot. We are proposing to place a 38' long by 15' wide absorption bed with a .5'
Lot 7, Thomson
August 25, 2016
Page Two
effective depth. The total depth of the bed will be the same as the existing bed. The
distribution line will be 3.5' below the surface or at the same elevation as the existing
bed. A minimum of 3' of cover will be placed over the absorption bed and 4' over the
septic tank.
The ground surface on the lot slopes to the southwest in the area of the absorption
trench at a grade of 5%. A cut slope begins 20' from the edge of the bed and slopes at
a 2:1 to the dry ditch below. A slope waiver is included with this permit application.
The bed will be placed in the same location parallel to the contours of the ground where
it has functioned well for 26 years.
If the system is constructed in accordance with our design the following statements
apply:
1. The system, if constructed as designed, will have no adverse impact on the wells
in the area or those to be constructed in the future.
2. The system, if constructed as designed, will have no adverse impact on existing
septic systems in the area or those to be constructed in the future.
3. The system, if constructed as designed, will have no adverse impact on reserve
space, either surface or subsurface, on any lots located in the area.
4. The system, if constructed as designed, will have no adverse impact on drainage
patterns in the area. The current drainage pattern will be maintained.
Sincerely,
Michael E. Anderson, P.E.
Attachments
49
�.....5. ...ry......... a
..
I ♦
%�.. ................ ..................
q..T•
♦♦ MICHAEL E. ANDERSON.'
♦�� '.. Dln rr-a3ni _S i
THOMSON SUBDIVISION
LOT 7
17,955 S.F.
�I
LEGEND Iml
Verify Integrity of Existing Septic Tank for I o
Continued Use. Remove Old Absorption
Bed and Contaminated Material in its h
Entirety. Replace all Contamination to 4' Mme°
Below Grade. Construct new 15' Wide x B
38' Lang Absorption Bed. Al3
LOT 6
- ---------- =ry I m o
----------
10
o
Ib
TRACT A -3—A
CHARLICE SUB.
Existing Well i '�
' ® No Conflicts with
Existing Well ', Well on This Tract.
\®
Well is >150' from
Thr1ee Bedroom Lot Line.
Home i
"s v
' i rco
Sv
CO sv zco
NOTE:
No Surface Water
Within 100' of the
Tei°`O\ i Proposed Septic
System.
�; ' .
S 49th LEGEND
........ �........... . ...,:.. s
0 t� % LOT SV — Septic Vent
....... I...'::.`....s.............:` :a--"� CO — Clean Out
MICHAEL E. ANDERSON.: R�a NO Conflicts with \ MT — Monitor Tube
♦ C 4 TH — Test Hole
♦ J :, No. CE -4381 ?tip Well on This Lot. g
•����Fp z f,: «'�F��� SITE PLAN S&S TH — Tet Holeneering
S44 1AYA ES`��••• SCALE 1" = 50'
LOT 7, THOMSON SUBDIVISION
DESIGN FACTORS: SYSTEM REQUIREMENTS
Three Bedroom Home Shallow Bed System
Perc. Rate: 1-5 Min./Inch Verify Existing 1,000 Gallon Septic Tank
Application Rate: .8 GPD/SF 4' Total Depth Drainfield Rock
.5' Effective Depth
3 Bedrooms X150 SF/Bedroom/.8 GPD/SF(Application Rate) = 562.5 SF Absorption Area
562.5 SF/15 LF (Width) = 37.5 LF Bed Length
THEREFORE: Remove the Existing Bed Including Piping and All Contaminated Soil. Backfill
with Clean Coarse Sand to the 4' Level Below Existing Ground orto the Same Depth as the
Existing Bed. Construct a 38' Long x 15' Wide Absorption Bed as Detailed Below. Distribution
Line to be Placed at 3.5' Below the Existing Ground Surface or at the Same Depth as the
Existing Bed. Place 3' of Cover Over Distribution Line. Place Topsoil and Revegetate
Exposed Surfaces. Maintain 100' From Existing Well on Lot.
Place Topsoil and Revegetate Exposed Surface and Slopes
Natural Backfill
3.0'
Geotextile Fabric
5' O O O
.
5' Drainfield Rock
Remove All Contaminated Soil to In Situ SP Material Below 4" PVC
Replace with MOA Approved Clean Coarse Sand
Limits of Contamination to be Determined in Field
Underlying SP
NOTE: New Absorption Bed to be Constructed at Same Depth as the Existing Bed.
2.5'
5'
5'
TYPICAL BED SECTION
(NO SCALE)
NOTE: Grade Area Surrounding Bed to Drain Away.
Minimum 6' Separation From Bedrock. i
Minimum 4' Separation From Groundwater. i
Minimum 100' Separation From Wells in the Area.
Minimum 100' Separation From Surface Water or Streams.
Minimum 10' Separation From Water Service Line.
2.5'
ANDERSON ENGINEERING
P.O. BOX 240773
ANCHORAGE, AK 99524
522-7773 677-7766 FAX
August 29, 2016
Municipality of Anchorage
Development Services Department
On -Site Water and Wastewater Program
4700 South Bragaw Street
Anchorage, AK 99519-6650
Subject: Lot 7, Thomson Subdivision
Absorption Bed to Slope Waiver
Dear Onsite Services Engineer:
Lot 7, Thomson Subdivision has limited area for construction of a septic system due to
steep slopes to the back of the lot and the placement of the well. The only suitable
area is at the location of the existing absorption bed. The edge of the bed is 20' from a
ditch back slope. This back slope is approximately 2:1 extending down to a dry ditch
along Clemens Circle. We are therefore applying for a waiver allowing placement of the
absorption bed at its current location where it has functioned for 27 years. The existing
absorption bed is in a failed state and no trace of leaking effluent has been noted on
the exposed cut slope since it was constructed. The imaginary 25% slope from the
edge of the bed and 2.5' above the flow line does not daylight.
The soil encountered in the test holes is clean well graded sand (SM/SW) which is very
good for the absorption of septic effluent. Most of the effluent absorption will be down
with little or no migration of effluent to occur toward the steep slope. We hereby
request the waiver be issued allowing the bed to be constructed 20' from a break in
grade greater than 25%.
Sincerely,
Michael E. Anderson, P.E.
L
th „
MICHAEL E. ANDERSON
NO. CE 4381
Attachment
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT
1,700 SOUTH BRAGAW STREET ANCHORAGE, AK 99519-0050
DEPTH
(feet)
I
2
3
4
5
6
7
8
9
IV
II
I
I
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION: LOT 7, THOMSON SUBDIVISION
PERFORMED FOR: ROYCE MARTIN
DATE: 7/15/16 PROJECT No.:
PARCEL ID#: TECHNICIAN: W. ROBERTS
TEST HOLE #
OB/OG
d s.
SILTY GRAVEL WITH SAND
� a
GM
e e
BOH
SLOPE
SEE SITE PLAN
WAS GROUND WATER ENCOUNTERED? NO
IF YES @ WHAT DEPTH? S
DEPTH OF WATER AFTER MONITORING NONE O SEE SITE PLAN
DATE OF MONITORING: 8/1/16 r
DATE
READING
GROSS TIME
(MINUTES)
NET TIME
(MINUTES)
DEPTH TO
WATER
(INCHES)
NET DROP
(INCHES)
7/15
TEST HOLE PRESOAKED PRIOR TO TESTING:
I
10:40
.75"
2
11:10
30
7.00"
6.25"
3
11:11
88"
4
11:40
30
7.13"
6.25"
5
1:41
.75"
6
12:11
30
7.00"
6.25"
PERCOLATION RATE: 4.8 (MIN/INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN: 2.0 FT. and 3.0 FT.
COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST.
TEST PERFORMED BY VETECH ENGINEERING TECHNICAL SERVICE. I, MICHAEL E. ANDERSON CERTIFY THAT
THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS
nATc. 8/26/16
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
" Environmental Health Division 067 -oil -07
825 "L" Street, Anchorage, Alaska 99502, Telephone 2644720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
DISTANCES
TO SEPTIC ABSORPTION
AFROM TANK FIELD WELL
• t
Permit No. No. of Bedrooms WELL 1 CiL
LEGAL DESCRIPTION LOT LINE
Blockwbayyvo.—
f FOUNDATION
ansa. Ssctron
AS -BUILT DIAGRAM (Snow f«aeon of wee, "Put; system, propeny ones. found,
dmewaY. water Dodles etc)
TANKS
<SEPTIC ❑ HOLDING
• . I Cap—ty m gaeons
TYPE OF SYSTEM
❑ TRENCH .�ED ❑ W. DRAIN ❑ OTHER
spin to pPe bottom from y Total depth Iron, apmm gra«
roma grace
a added above Gngma grade I Gravel depth beneath pipe
--'25 FT 145
res Owancs between Imes
S�osp FT ,S
501 Weng Pipe marmot
ZSSO FT L
Dae mnalrod q
s 0
WELLS
PRIVATE ❑ OTHER (Identity)
p \ Tota DePtn Casso to
FT
REMARKS:
a I e'.
Inspections PeAo / d by:
Date: 5— 11--1 o
17034 Eagle River Loop Road No. 204 evtlty pia Ibis inspection wu pedwired wording to all
Eagle River, Alaska
MuNdpal and Stae pllidelim In oiled on this doe:
!Nash Department Approval: Date:
72-013 (3/95) L
•--ENGINEER'S SEAL
H %j - •k
:a w a- ..ai•s�w..i..•
s Nobert A. 3MFa•
a� No. I�J7d • e§�:
l '� .e• i„y
1.1 U IJ 1 L I P A L 1 T Y 0 17 A N C H O R A G E
Department of Health & Human Services
825 L Street, Anchorage, Alaska 99001 343-A=*+
11,7yy /yds/
O N- S I T E S E W E R 8< W E L L F E R M I T
Permit Number: 900089 Stj-.�aL�ao89
Date ISSUed: 05/01/90 Engineer Designed
Owner Name: JOANNE OOONEN
Owner Address: 1101 CORDOVA ST #429
ANCHORAGE, AK 99501
Parcel Id: 067-041-07
Lot Legal: Subdivision:
Section: 23
Lot Size 42626 (sq.ft
Max Dedrooms: This; Permit:
Day Phone:
274-0428
THOMSON Lot: 7 Dlock.: -
Township: 14N Range: IW
or acres)
3 Total
SEPTIC TANK:: Minimum total septic tank
tank must have at least 2 compartments
f e.eL requires insulation over, tank(s).
Capacity: 3
capacity: 1,000 gallons. -Each septic
Depth to top of septic tank(s) < 4.0
WELL: Log must be. submitted to Municipality of Anchorage Department of Health
and Human Services within 30 days of well completion.
INSTALL PER ENGINEERS APPROVED PLANS. NOTIFY DHHS OF ANY DESIGN
CHANGES NECESSARY AND PRIOR TO EACH INSPECTION. VERIFY WATER
LEVELS PRIOR TO C:ONS'TRUCTION. THIS PERMIT IS ISSUED FOR THE
f"LANNED 3 DORM. SINGLE FAMILY DWELLING ONLY AND EXPIRES 12/31/90
I CER (IFY THAI:
I. I am familiar with the requirements for on-site sewers and wells as set
forth by the Municipality of Anchorage (MOA) and the State of Alaska.
2. 1 will install the system in accordance with all MOA codes and regulations,
grid in compliance with the design criteria of this permit.
a'. 1 willadhere to all MOA and State of Alaska requirements for the set back:
distance=, from any existing well, wastewater disposal system or public
sewerage system on this or any adjacent or nearby lot.
4. I understand that this permit is valid for a maximum of 3 bedrooms. I
also ernderstand thaL the capacity of the total system is 3 bedrooms and
any enlargement will require an additional permit.
Eigned:
DATE:
� -------------- --
(Owner ) JOANNE DOONEM=/J ��
- _----------_-_ DALE: '
' �te`vo:�yocn 2!Cµ1.
Municipality of Anchorage •..:.
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 `L" Street, Anchorage, Alaska 99502-0650 Ili 6,
SOILS LOG — PERCOLATION TEST Ia n% ltrs
T r !� :, •orE3,la�,ti
PERFORMED FOR:—DATE PERFORMED:
LEGAL DESCRIPTION: �.o� 'i�-iGY'lSeti_1 Township. Range, Section:
2-
3
n�
5
o iO'
6-
7-
8-
9-
10-
11
78 9 1011
12-
13-
14-
15-
16-
17-
18-
191
213141516171819
20
COMMENTS
Em
ING
SLOPE
WAS WATER
ENCOUNTERED?
IF YES, AT WHAT f
DEPTH) 8
Depth to Water Alter e
Monitoring) � Da1C'1 •'�— e0
PLAN
PERCOLATION RATE (minutesnnch) PERC HOLE DIAMETER
TEST RUN BETWEEN FT AND FT
17034 Eagle River Loop Road No�,2tY✓
PERFORMED BY: —Eagle-Rivet'-Alaska-DDS77 /� Y CERTIFY THAT T IS TES WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDEL /� EFFECT ON THIS DATE. DATE:
72-008 (Rev. 4/65)
,
•i
----
--
PERCOLATION RATE (minutesnnch) PERC HOLE DIAMETER
TEST RUN BETWEEN FT AND FT
17034 Eagle River Loop Road No�,2tY✓
PERFORMED BY: —Eagle-Rivet'-Alaska-DDS77 /� Y CERTIFY THAT T IS TES WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDEL /� EFFECT ON THIS DATE. DATE:
72-008 (Rev. 4/65)
,
•i
� •
T
_
P1LJV4I C I QVIL I TY OF FA Cl+"A FRF C3 EE:
,
DEPARTMENTHEALTH AND ENVIRONMENTAL ¢OTECTION
825 'L' STREET, ANCHORAGE, AK. 99501
26'4-4720
WELL F"EsKPF I T
PERMIT N0. C 830483 �
APPLICANT ROBERT K BOYER 1795 EAGLE RIVER, RD 99577 694-9403
LOCATION! EAGLE RIVER
LEGAL . L7 THOMSON LOT SIZE 999999 SQUARE FEET
MINIMUM DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS
100 FEET FOR A PRIVATE WELL OR 150 TO 200 FEET FROM A PUBLIC WELL DEPENDING
UPON THE TYPE OF PUBLIC WELL.
MINIMUM DISTANCE FROM A PRIVATE WELL TO A PRIVATE SEWER LINE IS 25 FEET AND
TO A COMMUNITY SEWER LINE IS 75 FEET.
WELL LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN 30 DAYS
OF THE WELL COMPLETION.
OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE
AVAILABLE TO INSURE PROPER INSTALLATION.
F-aFRM I T EXF} I FRES~ vECEMEBEFR 1s=lv?
I CERTIFY THAT
1: I AM FAMILIAR, WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET
FORTH BY THE MUNICIPALITY OF ANCHORAGE.
2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES.
SIGNED:
APPLICANT ROBERT K BOYER
ISSUED BY__ __----------DATE----
��J V4.0
Tntifirb 43riiiing �[u-
O0C Co. 00'
SULLIVAN WATER WELLS
P.O. BOX 670272, CHUGIAK, ALASKA 99587 • TELEPHONE 6882759
OWNER OF LAND_cus i-_13'"J'J �3pti1Cn�
ADDRESS //Dl C.,RQ]JA --FP4.)cl fi,,Jcq
LEGAL DESCRIPTION 431' 7 Th/O�+t PJ OBJ
DATE. • Started s f J Ended /
PERMIT NUMBER
DEPTH OF HELL h'7 TC
y''S'-'4-LITIC LEVELOF HATER FT. /S
DRAW DOWN FT
GALS. PER HR 30 D O
KIND OF CASING
KIND OF FORMATION:
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MISCL. INFORMATION:
MAY 304990
RECEIVED
DRILLER'S NAME
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MISCL. INFORMATION:
MAY 304990
RECEIVED
DRILLER'S NAME
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 Elmore Road
P.O. Box 196650
Anchorage, AK 99507
www.muni.org/onsite (907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FOR A SINGLE FAMILY DWELLING
Parceli.D. 067-041-07 COSA# OSC!"a13R�i
Expiration Date:
1. GENERAL INFORMATION
Complete legal description THOMSON LOT 7
Location (site address) 7025 CLEMONS CIRCLE, EAGLE RIVER, AK 99577
Current Property owner(s) ARTHUR & TRINNETTE KOENIG Day phone
Mailing address 7025 CLEMONS CIRCLE,
EAGLE RIVER, AK 99577
Lending agency
Day phone
Mailing address
Real Estate Agent
Day phone
Mailing Address
Unless otherwise requested, COSA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 3
3. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Individual Well ®
Individual On-site
Individual Water Storage ❑
Individual Holding Tank
❑
Community Class Well ❑
Community On-site
❑
Public Water System ❑
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 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 ARCTERRA CONSULTING, INC. Phone 868-3792
Address 20441 PTARMIGAN BLVD., EAGLE RIVER, AK 99577
Engineer's Printed Name KENNETH M. DUFFUS Date 08/28/2012
Engineer's Comments: This investigation was completed in compliance with ADEC and MOA regulations. The
assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow
and absorption rates may change due to subsurface conditions that may not be observed from the surface,
changes inland use, local soil characteristics, groundwater levels that may fluctuate during the year and the
water usage of the family being served by the system. The operational life of all well and septic systems are
subject to these various and dynamic characteristics and are outside the control of the
evaluator of the well and septic system. Therefore,
ArcTerra can not give any estimate of how long a
system will function satisfactory for current or future
occupants or can ArcTerra guarantee that no unseen
encroachments, deficiencies or discrepancies exist.
5. DSD SIG ATURE
Approved for 3 bedrooms.
Disapproved.
Conditional approval for bedrooms, with the following stipulations:
IJVJH %.A1UUK]1bL n Hrsenic Havisory
Septic System Advisory Maintenance Agreements
Well Flow Advisory Supplemental Engineer's Report
Nitrate Advisory Other
By: / Original Certificate Date:
(Rev.,,,�5)/
Municipality of Anchorage
• Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 Elmore Road
P.O. Box 196650
Anchorage, AK 99507
www.muni.org/onsite (907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST
Legal Description: THOMSON LOT 7 Parcel ID: 067-041-07
A. WELL DATA
Well type PRIVATE If A, B, or C provide PWSID #
Date completed 5/1990 Sanitary seal (Y/N) Y
Total depth 101 ft. Cased to 101 ft.
FROM WELL LOG
Date of test 5/1990
Static water level 25 ft.
Well production So 9 -
p.m -WATER SAMPLE RESULTS:
Well Log (Y/N) Y
Wires properly protected (Y/N) Y
Casing height (above ground) 12+ in.
AT INSPECTION
8h6/2012
ft.
7.75 g.p.m.
Coliform NEG colonies/100mL Nitrate 0.471 mg/L
Arsenic: ND mg/I Date of sample: 8/16/12 Collected by: ArcTerra
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material Septic/Steel Date installed 5111L199 Tank size 1000 gal.
Number of Compartments 2 Cleanouts (Y/N) Y Foundation cleanout (YM) Y Depression over tank (Y/N) N
High water alarm (Y/N) N Date of pumping 71712 Pumper JR's
C. ABSORPTION FIELD DATA
Date installed 5 1 990 Soil rating (g.p.d./ft2 or ftz/bdrm) 125 System type Bed
Length 38 ft. Width 15 ft. Gravel below pipe 0.5 ft. Total depth 5 ft. (Measured 8/17/12)
Eff. absorption area 570 ft Monitoring tube Y Depression over field N
Date of adequacy test 8/17/2012 Results (Pass/Fail) Pass For 3 bedrooms
Fluid depth in absorption field before test 0 in. Water added 500 gal. New depth 3 in.
Elapsed Time: 85 min. Final fluid depth 0 in. Absorption rate >= 450+ g.p.d.
Any rejuvenation treatment (past 12 mo.) (Y/N & type) N If yes, give date
D. LIFT STATION
Date installed Size in gallons Manhole/Access (Y/N)
"Pump on" level at in. "Pump off' level at _in. High water alarm level at in.
Cycles tested Meets alarm & circuit requirements?
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot 1001+
Absorption field on lot 100'+
Public sewer main 751+
Sewer /septic service line 251+
Animal containment areas '50'+
On adjacent lots
On adjacent lots
Public sewer manhole/cleanout 1001+
Holding tank 1001+
Manure/animal excrete storage areas lo0r+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 51+ Property line 51+ Absorption field 51+
Water main 101+ Water service line 101+ Surface water 1001+
Wells on adjacent lots 1001+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 101+ Building foundation 101+ Water main
Water Service line 101+ Surface water 1001+ Driveway, parking/vehicle storage 101+
Curtain drain 50'+ (None Known) Wells on adjacent lots 1o0'+
F. COMMENTS
G. ENGINEER'S CERTIFICATION
I certify that I have determined through field inspections and
review of Municipal records that the above systems are in
conformance with MOA COSA guidelines in effect on this date.
Engineer's Printed Name KENNETHM. DUFFUS
Date
COSA Fee $490.00 I
Date of Payment? aal la C
Receipt Number 005N
(Rev. 11 /05)
Waiver Fee $
Date of Payment
Receipt Number
�v
Municipality of Anchora
• -�1 Development Services Depa
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
ge
rtment 1
�G-iSSµanc�
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FO-rR/ A SINGLE FAMILY DWELLING ,t
Parcel I.D.062 -041- 64 COSA# t �1�(, 6Q-I/�
5
1. GENERAL INFORMATION Expiration Date: / - 1 - 01
Complete legal description
Location (site address)
Current Property owner(s)
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing address
THOMSON LOT 7
7025 CLEMONS CIRCLE, EAGLE RNER AK
SHANNON WANGEN Day phone
7025 CLEMONS CIRCLE EAGLE RIVER AK, 99577
Day phone
ED ERICKSON W/ PRUDENTIAL JACK WHITE Day phone 227-5275
16635 CENTERFIELD DRIVE EAGLE RIVER AK, 99577
Unless otherwise requested, COSA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 3
3. TYPE OF WATER SUPPLY:
Individual Well
N
Individual Water Storage
❑
Community Class Well
❑
Public Water System
❑
TYPE OF WASTEWATER DISPOSAL:
Individual On-site
0
Individual Holding tank
❑
Community On-site
❑
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 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 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 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 Firm GARNESS ENGINEERING GROUP, Ltd. Phone
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, LID. attempted to provide a thorough,
conscientious engineering analysis of the system in accordance with ADEC and MOA
DSD Guidelines & Regulations. The reported results described the performance of the
system under the conditions encountered at the time of the lost, 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 fight whatsoever.
5. DSD SIGNATURE
/ Approved for bedrooms.
Disapproved.
337-6179
Date Z 8
Conditional approval for bedrooms, with the fllowing stipulations:
Attachments:
COSA Checklist
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
y Arsenic Advisory
Maintenance Agreements
Supplemental Engineer's Report
Other
By:// // (�. Original Certificate Date:
(RM. 111, 11105')//'
VYr1J I LMAI CR
PROGRAM
Municipality of Anchorage
Development Services Department
Building Safety Division s
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: THOMSON LOT 7 Parcel 0:067-071- 07
A. WELL DATA
Well type PRIVATE If A, B, or C provide PWSID# N/A Well Log (Y/N) YES
Date completed 5/1990 Sanitary seal (Y/N) YES Wires properly protected (Y/N) YES
Total depth 101 ft. Cased to 100.58 ft. Casing height (above ground) 12+ in.
FROM WELL LOG AT INSPECTION
Date of test 5/1990 4/8/2008
Static water level 25 ft. 37 ft.
Well production 50 -9 -P.M. 7.5 -9 -P.M.
WATER SAMPLE RESULTS:
Coliform 0 colonies/100 ml. Nitrate 1.05 mg./L. Other bacteria 0 colonies/100 ml.
Arsenic: ND ug./L. „Date of sample: 9/15/2008 Collected by: GEG Ltd.
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material STEEL Date installed 5/11/1990
Tank size' 1000 gal. Number of Compartments E Cleanouts (Y/N) YES
Foundation cleanout (Y/N) YES Depression over tank (YIN) NO High water alarm (Y/N) N/A
Date of pumping 4/8/2008 Pumper JR'S PUMPING
C. ABSORPTION FIELD DATA BELOW EXISTING GRAM
Date installed 5/11/1990 Soil rating (g.p.d./Wo /ted 125 System type BED
Length 38 ft. Width t5 ft. Gravel below pipe 0.5 ft.
Total depth •4 ft. Eff. absorption area 570 ft' Monitoring tube YES Depression over field NO
Date of adequacy lest 4/8/2008 Results (Pass/Fail) PASS For 3 bedrooms
Fluid depth in absorption field before test DRY in. Water added 757 gal New depth 7 in.
Elapsed Time: 540 min. Final fluid depth DRY in. Absorption rate >= 450+ g.p.d.
Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE KNOWN If yes, give date -
D. LIFT STATION
Date installed Size in gallons Manhole/Access (YIN
"Pump on" level at in. "Pump off' level High water alarm level at in.
Cycles tested Meets alarm & circuit requirements?
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot 100'+ On adjacent lots 100'+
Absorption field on lot 100'+
Public sewer main N/A
Sewer /septic service line 25'+
On adjacent lots 100'+
Public sewer manhole/cleanout N/A
Holding tank
Animal containment areas 50'+ Manure/animal excrete storage areas 100'+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 50+ Property line 50+ Absorption field 5'+
Water main N/A Water service line 10'+ Surface water 100'+
Wells on adjacent lots 100'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 10'+ Building foundation 10'+ Water main N/A
Water service line 10'+ Surface water 100'+ Driveway. parking/vehicle storage 10'+
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
review of Municipal records that the above systems are In
conformance with MOA COSA guidelines In effect on this
date.
Engineer's Printed Name JEFFREY A. GARNESS
Date �112C, 09
COSA Fee S Waiver Fee $
Date of Payment
Receipt Number
(Rev. 11105)
Date of Payment
Receipt Number
Municipality of Anchorage
• Development Services Department
/ Building Safety Division
On -Site Water S Wastewater Program
4700 Bragaw Street
P.O. Box 196650 pp
Anchorage, AK 99519-6650 / (jfG� �,b 1zW
www.muni.org/onsite /
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. U p fl - Dy i - Dq COSA# �
1. GENERAL INFORMATION Expiration Date: 7 J-7- (J R
— I
Complete legal description THOMSON LOT 7
Location (site address) 7025 CLEMONS CIRCLE, EAGLE RIVER AK
Current Property owner(s) SHANNON WANGEN Day phone
Mailing address 7025 CLEMONS CIRCLE, EAGLE RIVER AK, 99577
Lending agency Day phone
Mailing address
Real Estate Agent ED ERICKSON W/ PRUDENTIAL JACK WHITE Day phone 227-5275
Mailing address 16635 CENTERFIELD DRIVE EAGLE RIVER AK 99577
Unless otherwise requested, COSA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 3
3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL:
Individual Well
n
Individual On-site
E
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 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 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 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 8 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 outsido the control of the evaluator of tho 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 bedrooms.
Disapproved.
Phone
337-6179
Date �` 1/5 /08
f �
Conditional approval for bedrooms, with the fllowing stipulations:
Attachments:
COSA Checklist
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
t./
Arsenic Advisory
Maintenance Agreements
Supplemental Engineer's Reort
Other
�ess
o °tlllfftryr/r/
\SY OFgN/ii��
K Qp ••....• cy
o ON-SITE
WATER AND = m"
WASTEWATER
PROGRAM -
--� '�TTT1I1
By: ��—(�1 Original Certificate Date: 4—/ 7— In 0
(R".11105)
I
Municipality of Anchorage
Development Services Department
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: THOMSON LOT 7 Parcel ID:0 G 7-01/1- 07
A. WELL DATA
Well type PWATE If A. B, or C provide PWSID# N/A
Date completed 5/1990 Sanitary seal (YIN) YES
Total depth 101 ft. Cased to 100.58 ft,
FROM WELL LOG
Well Log (YIN) YES
Wires properly protected (YIN) YES
Casing height (above ground) 12+ in.
AT INSPECTION
Date of test 5/1990
4/8/2008
Static water level 25 (t.
37 ft
Well production 50 g,p,m,
7.5 —9 -P.M.
WATER SAMPLE RESULTS:
Coliform colonies/100 ml. Nitrate l .33 mg./L.
Other bacteria_colonies/100 mi.
Arsenic. �O g./L, Date of sample: 4/8/2008
Collected by: GEG Ltd.
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material STEEL
Date installed 5/11/1990
Tank size 1000 gal. Number of Compartments 3
Cleanouts (YIN) YES
Foundation cleanout (YIN) YES Depression over tank (YIN) NO
High water alarm (YIN) N/A
Date of pumping 4/8/2008 Pumper
JR'S PUMPING
C. ABSORPTION FIELD DATA taeiow ExisnNc caAo�
Date installed 5/11 /19901 Soil rating (g.p.d./ft'o t /bdr 125
System type BED
Length 38 ft. Width 15 ft.
Gravel below pipe 0.5 g,
Total depth _oft. Eff. absorption area 570 ' Monitoring tube YES Depression over field NO
ft
Date of adequacy test 4/8/2008 Results (Pass/Fail) PASS For 3 bedrooms
Fluid depth in absorption field before test DRY In, Water added
757 gal. New depth 7 in.
Elapsed Time: 540 min. Final fluid depth DRY in.
Absorption rate >= 450+
P g.p.d.
Any rejuvenation treatment (past 12 mo.) (YIN & type) NONE KNOWN If yes, give date —
D. LIFT STATION
Date installed Size in gallons Manhole/Access(YIN)
"Pump on" level at In. "Pump off" level I I High water alarm level at in.
Cycles tested Meets alarm & circuit requirements?
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot 100'+ On adjacent lots 100'+
Absorption field on lot 100'+
' Public sewer main N/A
On adjacent lots 100'+
Public sewer manhole/cleanout N/A
Sewer /septic service line 25'+ Holding tank N/A
Animal containment areas 50'+ Manure/animal excrete storage areas 100'+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5'+ Property line 50+ Absorption field 5'+
Water main N/A Water service line 10'+ Surface water 100'+
Wells on adjacent lots 100'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 10'+ Building foundation 10'+ Water main N/A
Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+
Curtain drain NONE KNOWN Wells on adjacent lots 100'+
F. COMMENTS
G. ENGINEER'S CERTIFICATION
1 certify that I have determined through field inspections and
review of Municipal records that the above systems are in
conformance with MOA COSA guidelines in effect on this 0
date. J r y ess-
Engineer's Printed Name JEFFREY A. GARNESS CE -795 08
45:1
Date
�oreaa}o� a
COSA Fee S 412, v • U U
Date of Payment—� /6/ (32?
Receipt Number 17084-3
(Rev. 11105)
Waiver Fee $
Date of Payment
Receipt Number
���f/gi✓iE �ONCh�L,.�
Municipality of Anchorage
• Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519.6650
www.ci.anchorage.ak.us
(907) 343-7904
••aea •4rre
Y
t i
s• ar♦
CERTIFICATE OF HEALTH AUTHORITY APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcell.D._ati'/ o7 HAA# 05pl7��
Expiration Date: in
1. GENERAL INFORMATION
Complete legal description 7-w v" _"'PA l -,e r -
Location (site address or directions) e.2 I- EH6C1S Cif,
Current Property owner(s) G1,��. v c L�wrnsLcvi k/..,xav Day phone G9a - 3519
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing Address
77D1' .'i' /•LlNN__�J .,4r. Fermi! .yrs -t A.0 99.Ti�
a
Day phone
'F'e-0mA's Day phone l9y- yreD
Unless otherwise requested, HAA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS:
3. TYPE OF WATER SUPPLY:
Individual Well
Individual Water Storage
Community Class Well
Public Water System
TYPE OF WASTEWATER DISPOSAL:
The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority
Approval (HAA) based only upon the representations given In paragraph 4 by an independent professional civil
engineer registered In the State of Alaska. Certificates of Health Authority Approval are required for the transfer of
title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water
supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are
valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with
new water sample results. (Certificates may be reissued for a period of up to one year with valid water samples.)
Certificates are valid for one year for properties served by Class A or B wells or a public water system. The
Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work.
Individual On-site
0
❑
Individual Holding tank
❑
❑
Community On-site
❑
❑
Public Sewer
❑
The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority
Approval (HAA) based only upon the representations given In paragraph 4 by an independent professional civil
engineer registered In the State of Alaska. Certificates of Health Authority Approval are required for the transfer of
title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water
supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are
valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with
new water sample results. (Certificates may be reissued for a period of up to one year with valid water samples.)
Certificates are valid for one year for properties served by Class A or B wells or a public water system. The
Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work.
4. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal 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 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 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 Firm Z;r,3- e .L?'• ireX55 Phone
Address i/F•J Arai
Engineer's Printed Name 7 Aolmp
S. DSD SIGNATURE
Approved for bedrooms.
Disapproved.
Conditional approval for bedrooms, with the follo)
Date 3 16 1 &5—
ON-SITE • c+
Additional Comments�cpig�m
WASTEWATER
is!
Attachments:
HAA Checklist X Maintenance Agreements
Septic System Advisory Supplemental Engineer's Report
Well Flow Advisory Other
By. �.,/ /! Original Certificate Date:
(Rev. 01102)
Municipality of Anchorage
• Development Services Department
Building Safety Division
On -Site Water & Wastewater Program
4700 South Bragaw St.
P.O. Box 196850 Anchorage, AK 99519-6650
www.ci.enchorage.ak.us
(907)343-7904
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: L dsySe eJ Ar- P�-" Parcel ID: 4V6 7 ®y/ e ?I
A. WELL DATA
Well type
Date completed —[90
Total depth /is:Lft.
Date of test '
Static water Level
Well production
If A, B, or C provide PWSID # _ Well Log6N) 1/"
. Sanitary seal 45%) Wires properly protected *I)yrs
Cased to .Ms's' ft.
FROM WELL LOG
.ff�o
S© g.p.m.
WATER SAMPLE RESULTS:
Coliform _—oolonies/100 ml.
Arsenic: mg./I.
B. �G TANK DATA
Tank TYP154a e -11
Nitrate p /O mg./I.
Date of sample: ,(2 /Q2./Oy
Casing height (above ground) _g?Lin.
AT INSPECTION
9/3 /40 -Y'
l.. / f 9—
p.m-
Other bacteria_( /� 001onies/10g0 ml.
Collected by: b Yig& ..I IV
Date installed jr-- // -7D
Tank size /es y gal. Number of Compartments Z Cleanoutse�ft) V&a
Foundation cleanouttl) -,VRy Depression over tank (Yd),M0 High water alarm (Yo .v/q
Date of pumping IO Pumper TR'3 'Pa'y^vO
C. ABSORPTION FIELD DATA
Date installed -i/- O Soil rating System type :g ed
Length 3 $ ft. Width rs— ft. "AF
below pipe O.T ft.
Total depth 4' Y ft. Eff. absorption area T+so fe Monitoring tube � �Depression over field .v v
Date of adequacy test om/ D /i r Results4ajMVFail) P.r as For 3 bedrooms
Fluid depth in absorption field before test ef in. Water added�'�0 gal. New depth.! 3 in.
Elapsed Time: -YA min. Final fluid depth —A in. Absorption rate >= yrro g.p.d.
Any rejuvenation treatment (past 12 mo.) (Y&U type) AAOR/„f If yes, give date ��A
D. LIFT STATION
Date installed
'Pump on' level at _in.
Datum
E. SEPARATION DISTANCES
Size in gallons
G
'Pump o at _ in.
Cycles tested
MIn—hole/Access (Y/N) _
High water alarm level at
Meets alar & circuit requirements?
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tankilift station on lot //s' ' On adjacent lots t /vat,
Absorption field on lot /m 9 ' On adjacent lots r/04 '
Public sewer main t ;#s' Public sewer manhole/cleanout lir
Sewer /septic service line t A6-1 Holding tank t /od '
SEPARATION DISTANCES FROM TANK ON LOT TO:
Building foundation // Property line '%i , Absorption field 17 -
Water
xWater main t i0' Water service line t i oSurface water tido'
Wells on adjacent lots t .100 '
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line al -I Building foundation oT ' Water main 4 io '
Water Service line ;.-o' Surface water Driveway, parkinplvehide storage'
Curtain drain t" . Wells on adjacent lots tyd-An'
,V06W A&VO& i
F. COMMENTS
G. ENGINEER'S CERTIFICATION `?r
I certify that I have determined through field inspections and
review of Municipal records that the above systems are in
conformance with MOA HAA guidelines in effect on this date. ? CHWTOPH R R
Engineer's Printed Name �.e/.sr ,JV",e .�P, l4AO ,
Date 3/01 4!6—
HAA
/D14o6—
HAA Fee $ A/W /• OD
Date of PaymentO
Receipt Number (pyay-"0
(Rev. 12101) 'rl''f
Waiver Fee $ _
Date of Payment
Receipt Number
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MUNICIPALITY OF ANCHORAGE
• DEPARTMENT OF HEALTH & HUMAN SERVICE$
` 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. # HAA # -ice 9 �Olo tl�l
1. GENERAL INFORMATION
Complete legal description Gcr > T en iro cJ .S..so.ds.o �J
Location (site address or directions) _L 7 Lear. so.v r �.eccr
/i-� -Z--
Property owner ewer 0,e J. b
Day phone Eft — Ho49
Mailing address- Ale- 8.4' - i%rf,2
Lending agency Day phone
Mailing address
Agent Day phone
Address --- �
Unless otherwise requested, HAA will be held for pickup.
2.1 NUMBER OF BEDROOMS -�
3. TYPE OF WATER SUPPLY:
Individual well X
Community well
Public water _. -... ...
• NOTE: If community well system, provide written confirmation from State ADEC
Ing to the legality and status of system
attest -
-77
4 -TYPE OF WASTEWATER DISPOSAL
%7.,
Individual on site
't
T
1
Holding tank
r �; `I -;
t Community on-site
. - � :. � r .;b �
�:,
'illy •• � � \'�
Public sewer.-!.
NOTE • , If community wastewater system; provide written confirmation fro State ADEC,
attesting to the legalityand status of system -e;
m -
_ .
'_'.y 71-073(WvAN1) hart MOA Ill
5. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, l verify that my ?'
investigation of this Health Authority Approval application shows that the on-site water supply
and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms
and type of structure indicated herein. I 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.
Phone Tfb - (02 �3
Name of Firm _
Address
Date
Engineer's signature
OF A/e�l��
Uti CE 8176 i
a_
6. DHHS SIGNATURE \\\�a���•
Approved for bedrooms.
Disapproved.
Conditional approval for bedrooms, with the following stipulations:
Additional Comments
,d.........•.4. -a 9d -
Date
c't'The AiluniCipality of��cthorage Department of Health and Human Services (DHHS) issues Health Authority -
r'�p royal �eNtieafes.based only upon the representations given in paragraph'5 above by an Independent
,''prd(epsiorjal engineer registered in the State of Alaska. The DHHS does this as a courtesyto purchasers of homes .
grid their ending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not
:conduct.1 -.I ... tions or analyze data before a certificate Is Issued.`The'Municipality of Anchorage is not
responsible for errors or omissions in the professional engineers work. t
':riga M.,. w�j bock wwm
Municipality of Anchorage
„rll�1, Department of Health and Human Services
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: Parcel I.D.
A. Well Data
Well type If A. B. or C, attach ADEC letter. ADEC water system number 'J�A
Log present (Y/N) Y Date completed -f� ✓ "?3;F49 Driller
Total depth 0 7 � Cased to /oc Casing height .Z
Sanitary seal (YM) i Wires properly protected (Y/N) i
Date of test
FROM WELL LOG AT INSPECTION
A/ -4Y 0,990
Static water level • z SrFf
Well flow SO —
9 -p.m -Pump levell 1J1A
SEPARATION DISTANCES FROM WELL TO:
.fled /9 �99�
�,LFr
rn
z
o
.�G
.S g.p.m.
!•nr7
ro C
Septiclhotding tank on lot "09 1� Fi ; On adjacent lots
Absorption field on lot / 0 t e ; On adjacent lots
rn C
� o
< S'
H G
/es0
Public sewer main 'UZq Public sewer manhole/cleanout Nl.9
Sewer service line Bo',Fi Petroleum tank 'JI.W
WATER SAMPLE RESULTS:
Coliform 29' Nitrate `�' 9 9 `�4�� Other bacteria
G
Date of sample: %lOrJ /E / foy Collected by: w
B. SEPTIC/HOLDING TANK DATA
Date installed
Ma � ii, /940
Tank size /p 0O �'°� Compartments Z'
Cleanouts (YM) Foundation cleanout (YM) Y Depression (Y/N) ti
High water alarm (YIN) '�/A Alarm tested (YM)
Date of pumping 9 t 9 Pumper
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO:
Well(s) on lot /0f * Fi On adjacent lots i00 +�/ Foundation
To property line S6 • s<< Absorption field /Ai i Water maiNservice line y0 �Ff
Surface water/drainage _ _ _ '�/19
72-M MA'F m CONTINUED ON BACK PAGE
C. LIFT STATION
Date installed Manufacturer
Size in gallons Manhole/Access (Y/N)
Vent (Y/N) 'Pump on" level at
High water alarm level
Meets MOA electrical codes (YIN) P1.4
SEPARATION DISTA M LIFT STATION TO:
'Pump
n lot On adjacent lots Surface water
D. ABSORPTION FIELD DATA
Date installed '440 y / / /990 Soil rating (GPD/Ft) /1.0— System type Bio
Length -IBFi Width /SF}. Gravel thickness �z Total depth
Total absorption area S7o A/ 't Cleanout present (Y/N) Y Depression over field (Y/N) ti
Date of adequacy test ''�Ot! /e / P!W Results (pass/tail) .oArs for Bedrooms
Water level in absorption field before test / ���/ After test Z i
Peroxide treatment (past 12 months) (Y/N) If yes, give date
SEPARATION DISTANCE FROM ABSORPTION FIELD TO:
Well on lot / 0 2 V. Al On adjacent lots /ooI AV Property line Ao--
To building foundation -L I? To existing or abandoned system on lot Al)
On adjacent lots /0O FA Cutbank yo « Water main/service line
Surface water 'J1%1 Driveway, parking/vehicle storage area
Curtain drain A-1' 4
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 Oils inspection.
Signature \ (C II
Engineers Nam ) x T r �I r.. . r-�'t` �
Date It 2i �f�l J�
HAA Fee $ r/n%
Douglas T. Kenley
Civil Engineer
State of Alaska C.E. 8176
HUSTON.XLS
SEPTIC SYSTEM ADEQUACY TEST
Legal Description Les 7 7un.itonJ �✓s
Applicant 4"0-,r ar ✓, A<o ✓r.�7
Date of Test itlo.� �B iy9�
SYSTEM DATA
Tank Volume /000 pg�
Number of Bedrooms
Absorption system sr�
Number -of 8e eerfls /viGA
lo..,J.0 Ao sr
Absorption required (1.5 ely.vow)
TIME FLOW
..
TEST DATA
VOL.COMMENTS
..
MEMO
���crnri�trt��e►p��rm��i■�s
97'"M WMA
System Passed ✓ Sysytem Failed
Comments
Fj
V,
Page 1
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