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HomeMy WebLinkAboutNORTH WOODS PHASE 2 BLK 1 LT 15Northwoods #2
Lot 15
Block 1
#051-811-02
Municipality of Anchorage Page 1 of Z•
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
SW 940/72. PID Number. OS/P//0Z
Permit Number:
Name:
AJOgTtf1/00 AS' _TAic..
Wastewater System: gNew • Upgrade
Address: M-rtchu/l'
ABSORPTION FIELD
-PRe.ae:No.
/4/0CDeep
N07 GE AC..., q96-43
of Bedrooms:
Trench ❑Shallow Trench ❑Bed 0 Mound ❑Other
7
LEGAL DESCRIPTION
Soil Rating:
O. 46—GPD/Sia. R.
Total Depth from original grade:
�'
Lot: Block: Subdivision:Depth
/S_ / /cNo,�-,t7•JoaJs 'Z.
to pipe bottom from original grade:
..? Ft.
Gravel depth beneath pipe
S Ft.
Township:
Range: I
Section:
^—'—"
Fill added above original grade:
�• to i/•/Ft.
Gravel length:
/CC R.
WELL: ❑New ❑Upgrade
Gravel width:
..Ft.
Number of
Distance beteenlines:
Classification (Private, A,B,C): EXIST
C0.41/YJCMJ/TY
Total Depth:
Ft.
Cas o:
Ft.
Total absorption area:
/l?l)0 SQ. Ft.
Pipe material: FP/O ?e77 -F.
/4Sr�+ /"3o3" p.. 1' C.
Driller:
Date Drdlle
Static Water Level:
Ft.
Installer: /
6.D S-7)4,22- CVA -AS r
Date installed:
q - /o -9e/
Yield:
GPM.
Pump Set at: 1Casing Height Above Ground:
� Ft. Ft.
TAN K
SEPARATION DISTANCES
OSeptic 0 Holding 0 S.T.E.P.
To
From
Septic
Tank
Absorption
Field
Litt
Station
Holding
Tank
Public/Private
Sewer Lines
Manufacturer: T
/Jf-0 tr / A -Ad -
Capacity in gallons:
/QOC
WeI
Well'
ZOO '-i-
200
206 +-
ZS t
sr t-
Number of Compartments:
Z
Water
-r
boo',.-
/Cb 'd -
LIFT STATION
Lot
Line
r
/Or-
,
/O 77•-
Size in gallons:
I Manufacturer:
'_^
Foundation
// ,
2/ /
"Pump on" level at:
"P off" level at:
High water alarm at:
Curtain
Drain
E- K.AJC3
WN
Pump Mak odel
I Electrical Inspections performed by:
.UDA.
Remarks:
BENCH MARK
Location and Description:
T$m - TOP c P rOk D4-7760 kuA-L.L 41—
3-7',mow
P cO
Assumed Elevation:
/OO • OO Ft
E L
f. OF �1+.�, kp
��
w2z 4
S & S ENGINEERING
17034 Eagle Rivet U.
Inspections by: Eagle River, /4a IOW Dates. 1st P -/(0'g`''
`ft
•" � f
GG as
performed
2nd P-/� �r y
w„,
mom• ROBERT C. COWAN r
Department of Healt • Hu ervices approval
Reviewed and approved by! % ' Date' a” -
CE -8801
`
i�F:,
�1 111***'...
72-013
72-013 (Rev. 9/91) MOA 25
Permit No.
Page
Page
2
of
2
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 ORTHWOODS SUBD.#2; BLOCK 1, LOT 15 PID No.: 05181102
C01 002
E1NAL.
/ 98.3
NEW
1000 GAL
SEPTIC
TANK
B
ECO.
C01
CO2
CO3
C04
C05
C06
MT1
MT2
18.5„ ,1.0.0.
21.5 17.0
22.5 23.5
20.0 32.0
67.5 83.0
31.5 31.0
72.0 83.0
64.0 80.0
69.5 80.0
X91.3'
98.3'
(C05)
GRADE -
904'
(C05&
C06)
95.0'
(C06&
MT2)
98.3'
(CO3)
96.7'
(C04&
CO .MT1.)
90.4
(CO3&
C04)
85.4' 85.4'
(MT2) (MTI)
.7.H_9'.,..N.O...,WATER.. E.O.IIN.D.....
NEW 1000 GAL
SEPTIC TANK
NEW TRENCHES
T
3 BDRM
:HOUSE
Co
0
C05
SCALE 1" = 40'
72-013 A (1/93) *
DBL
Co
PROPERTY SERVED BY COMMUNITY '€
WATER SYSTEM. NO WELLS WITHIN.
200' OF SEPTIC SYSTEM.
N
ENGIN ER'S SEAL
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
PAGE 1 OF 1
I s/ gla,, al/ kiv
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW940172
DESIGN ENGINEER:S & S ENGINEERING
OWNER NAME:NORTHWOODS INC
OWNER ADDRESS:709 W. INTERNATIONAL AIRPORT RD.
ANCHORAGE, AK 99518-1123
PARCEL ID:05181102
LEGAL DESCRIPTION: NORTH WOODS PHASE II BLK 1 L
T 15
LOT SIZE: 49158 (SQ. FT.)
NUMBER OF BEDROOMS: 3 THIS PERMIT: 3
THIS PERMIT IS FOR THE CONTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
DATE ISSUED: 6/13/94
EXPIRATION DATE: 6/13/95
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 343-4744 (24 HOURS) .
4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL
ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING
WEATHER MUST BE EITHER:
A. OPENED AND CLOSED ON THE SAME DAY
B. COVERED, SEALED AND HEATED TO PREVENT FREEZING
5. THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
RECEIVED BY:
ISSUED BY: CJA-4164 L UM
DATE:
DATE:
,_ Petty/11p
kt3
R/VER, ALN
HEALTH AUTHORITY
APPROVALS
SEWER & WATER
MAIN EXTENSIONS
SEWER & WATER
INSPECTION
ENGINEERING STUDIES
AND REPORTS
WELL INSPECTION
& FLOW TEST
SITE PLANS
ROAD DESIGN
SOIL TEST
PERCOLATION
TEST
STRUCTURAL &
MECHANICAL
INSPECTIONS
ON SITE
WASTE WATER
DISPOSAL SYSTEM
DESIGN
ROBERT SHAFER, P.E.
ROGER SHAFER, P.E.
May 18, 1994
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
825 'L' Street
P.O. Box 196650
Anchorage, Alaska 99519-6650
REFERENCE: Northwoods Subdivision; Lot 15; Block 1
CIVIL ENGINEERS
(907) 694-2979
FAX 694-1211
Request you issue a permit to install a septic system to serve the
proposed three bedroom house on the referenced property.
Test holes were excavated and percolation tests performed. The
approximate locations of the test holes are located on the attached
site plan. The monitoring tubes within the test holes have been
checked and found to be dry.
This property has enough area for a future septic upgrade which can be
seen on the attached site plan.
This property is served by a Community Water System. We do not
anticipate any adverse effects on neighboring properties by the
installation of the proposed septic system.
If you have any questions, or require additional information for your
review, please contact us.
Sincer
LSU/jk
er, P.E.
17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER, ALASKA 99577
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TWOS
ON-SITE WASTEWATER DISPOSAL SYSTEM
CONSTRUCTION PRACTICES
and
MAMUTAL SPECIFICATIONS
REFERENCE: Northwoods Subdivision; Lot 15; Block 1
GENERAL:
1. The scope of this project includes the installation of a 1000 gallon
septic tank and two leachfield trenches to serve the proposed three
bedroom residence located on the referenced property.
2. Construction shall be in accordance with the approved site plan and
design drawings, Municipal permit with any special provisions or
conditions, and all applicable State and Municipal Wastewater Disposal
Regulations.
3. The contractor shall be responsible for obtaining any necessary
underground utility locates.
4. Unless specifically agreed otherwise, the property owner shall be
responsible for final grading areas subsequently depressed from soil
settling. On all leachfield mound systems, the property owner shall be
responsible for ensuring a satisfactory vegetation growth over the
mounded area.
5. Contractors installing wastewater disposal systems must be certified by
the Municipal Health Department for system installations. Owners
installing their own systems must also receive prior approval from the
Municipal Health Department.
SEPTIC TANK INSTALLATION:
1. A septic tank is to be constructed by a certified septic tank
manufacturer. Construction shall include two 4" cleanouts for pumping
access.
2. The septic tank shall be sufficiently bedded to prevent settling or
shifting of the tank.
3. All standpipes on the septic tank shall extend a minimum of 12 inches
above final grade.
4. Septic tanks installed with less than 4' of cover shall be insulated.
Page Two
Northwoods Subdivision; Lot 15; Block 1
May 18, 1994
5. A foundation cleanout shall be installed one to four feet from the
building foundation. In the line between the tank and the leachfield
there shall be two adjacent cleanouts (unless an effluent pumping system
exists within the septic tank). These cleanouts shall be located on
undisturbed soil not more than 10' from the tank. The first cleanout,
in line, shall be to clean toward the leachfield. The second cleanout
shall be to clean toward the septic tank.
6. Final grading over the septic tank shall be such that a positive slope
exists away from the septic tank.
ABSORPTION TRENCH/DRAINFIELD INSTALLATION:
1. Excavate the proposed trench to the dimensions shown on the design. The
bottom of the excavation shall be within 2 inches of level. If the
sidewalls of the excavation become smeared, they must be raked or
scratched (roughed -up) before gravel (sewer rock) placement.
2. Once the gravel is installed, the distribution pipe is to be installed
level with the perforations faced downward. Gravel is then to be placed
over the distribution pipe to provide a minimum of 2 inches of cover
over the pipe.
3. A silt barrier must be installed between the final gravel layer and the
native soil backfill. Ensure the silt barrier covers the entire gravel
surface before placing backfill.
4. Monitor tubes shall be of four (4) inch diameter and installed
approximately in the locations shown on the design. The portion of the
monitoring tube extending through the gravel shall be perforated from
the bottom of the trench to the invert of the distribution pipe. This
is equivalent to the effective depth of the gravel as noted on the
design.
5. Backfill over the final gravel layer must not be less than twenty-four
(24) inches. Insulation must be installed when the backfill depth is
less than thirty-six (36) inches. The finish grade over the trench must
be mounded to prevent the formation of a depression after settling.
MINIMUM MATERIAL SPECIFICATIONS:
1. Any septic tank proposed for installation must be constructed by a
Municipally approved septic tank manufacturer.
Page Three
Northwoods Subdivision; Lot 15; Block 1
May 18, 1994
2. The following pipe materials are approved for use in septic system
installations in the Municipality of Anchorage:
Type of Pipe Perforated Solid
Cast Iron Yes Yes
ASTM D3034 (PVC) Yes Yes
ASTM F810 (HDPE) Yes No
ASTM D2662 (ABS) Yes Yes
Use of a type of pipe other than listed above must be approved by the
inspecting engineer.
3. Insulation shall be at least 2" thick extruded direct burial polystyrene
(Dow Chemical Company Styrofoam HI or equal).
4. Septic tank inlets and outlets shall be fitted with watertight couplings
(Caulder, Fernco, or equal).
5. A permeable nontoxic silt barrier (Typar 3401, Mirafi 140/N, or equal)
must be installed between the final leachfield gravel layer and the
native soil backfill.
6. All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel
with less than 3% passing the #200 sieve.
7. When sand is being used as a filter material, its gradation
specifications must conform to current M.O.A. or D.E.C. requirements.
INSPECTIONS:
Typically there will be a minimum of three (3) inspections required during the
installation of the wastewater disposal system. These inspections will occur as
follows:
1. The first inspection must be conducted after the excavation of ditches,
pits, trenches, or beds and before the installation of any gravel. A
septic tank may be set in place, but may not be backfilled before this
inspection.
2. The second inspection must be conducted after the placement of the silt
barrier, gravel, distribution lines, standpipes, cleanouts, and
insulation, but before the placement of any other backfill.
3. The final inspection is to occur upon final grading of the property.
Page Four
Northwoods Subdivision; Lot 15; Block 1
May 18, 1994
Often there will be more than these 3 inspections required, especially with the
installation of multiple trenches, sand filters, pressurized distribution
systems, etc. Thus, the inspecting engineer is to be contacted at least 24
hours prior to the start of construction. If necessary, a pre -construction
meeting will take place on-site. The inspecting engineer will not coordinate,
direct or control in any way the contractor's activities.
The owner shall contract with the contractor to perform the work outlined in
these specifications and plans and in accordance with the attached M.O.A.
permit. There will be no contractual arrangement existing between the
contractor and S & S Engineering. S & S Engineering shall be the owner's
representative and will inspect the work as stated above to document the
contractor's activities. Final acceptance of the contractor's work rests with
the owner and the M.O.A.
S & S Engineering shall have no liability to the owner or to others for acts or
omissions of the contractor or any other persons performing work on this project
or the failure of the contractor to carry out the work in accordance with these
construction documents. S & S Engineering's inspecting engineer will not be
responsible for the construction means, methods, techniques, sequence,
procedures or the safety precautions incident to this project.
CONTRACTOR/INSTALLER
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG — PERCOLATION TEST
PERFORMED FOR: ( /TE_ TH0'ros e.c:vv 4\iy
LEGAL DESCRIPTION: 1--1�/gf/ 1061271 44/61
0.i
DEPTH
(.FEET)
N
2-
3-
10-
11 -
12-
13-
14-
15-
•
16-
4
17-
18-
19-
20 -
DATE PERFORME
-C/' Township, Range, Section:
GSRNDy &aaust..
COMMENTS 'Cl3ek.'17 tib
S R. S ViAtIgN IEPRIRia
SLOPE
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
NO
S
L
0
- P
E
Depth to Water After / /
Monitoring? ��� Date: 5/6/”
%
SITE PLAN
1'
N
cE312.
TC_
Pfj.)7v
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
7 .r/S pn„
—
S Yy "
'—
%2S
/Omer.
r;3k"
IA„
.LS
/0 ,•
6Yr"
3g„
LIS
to "
6 ata
Vv.':.(1
t0 ^
65/g
�yn
8:6S.? &,*,
10 •-
6'/i
'la"
PERCOLATION RATE "l t) (minutes/inch) PERC HOLE DIAMETER
ND FT
TEST RUN BETWEEN
PERFORMED BY 17034 Eagle River Loop Road No. 204
Eagle River, Alaska 99577
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELI
72-008 (Rev. 4/85)
b
ERTIFY THAT THIS TEST WAS PERFORMED IN
N THIS DATE. DATE:
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG — PERCOLATION TEST
PERFORMED FOR: T-wei wy2 7`y
LEGAL DESCRIPTION. :(�t�/�/ Ak0-1406PS
DEPTH
FEET)
2-
3-
4-
5-
6-
7-
8-
9-
10-
11 -
12-
13-
14-
3
r
9
4
i
f
r
15-
16-
17-
18-
19-
20 -
(ENGINEER $ SEAp
DATE PERFO r ED:
Township, Range, Section:
6ii,k ` 5 77 .sm'Jt) 6.12.8.44%L
pa,sea 1--(opp7a
COMMENTS G-+
S & S ENGINEERING
SLOPE
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
S
L
0
P
E
Depth to Water Alter
Monitoring? DIV Date:
SITE PLAN
1
t-]
N
S/
7�
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
Si6/9Y
Uriazev
?:to?GA
—
3 %y''
_
2.o
lO.uir.
1,(3A°
30
/0 0
e/3/y ''
3/8
yo
/U a
5V"
4
: SG
10 "
St/2'"
348
PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN 5
ND b FT
4,,
PERFORMED a y1�7034 Eagle River Loop Road No. 204
Eagle Liver, Alaska 99577
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELI
72-008 (Rev. 4/85)
CERTIFY THAT THIS TEST WAS PERFORMED IN
T ON THIS DATE. DATE
e
•` �_'-� Municipality of Anchorage
On-Site Water and Wastewater Program
(907) 343-7904
Certificate of On-Site Systems Approval
Parcel I.D. 051-811-02-000 Expiration Date: 'g"- 3d —(
1. GENERAL INFORMATION
Complete legal description North Woods Phase 2 Block 1 Lot 15
Location (site address) 22541 Whispering Birch Cir. Chugiak, AK 99567
Current Property owner(s) Jeremy & Cera Jondrow Day phone 907-444-8039
Mailing address 22541 Whispering Birch Cir. Chugiak, AK 99567
Real Estate Agent N/A Day phone
2. TYPE OF DWELLING:
0 Single Family (w/wo ADU)
(1 Duplex
I I Multiple Dwellings (Single Family and/or Duplex)
•
3. NUMBER OF BEDROOMS: 3
4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL:
Individual Well (l Individual
Individual Water Storage Holding Tank ❑
Community Class Well ❑ Community n
Public Water System [ Public Sewer (l
Waiver/Variance request for: Distance:
Received by: ,q n� Date: 71 Cl /I
COSA to be released to the engineer,unless otherwise requested by the engineer.
COSA Fee $ J L-{O - tanQ Waiver Fee $
Date of Payment (o- a5-8 ckt05e Date of Payment
Receipt Number a a ( C (v Receipt Number
COSA# 1?.9T 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 Alaska Rim Engineering, Inc. Phone 745-0222
Address 9131 E Frontage Rd. Palmer, AK 99645
Engineer's Printed Name Norman K. Gutcher Date 6/19/2018
.f CSF A re i®
., -(,.�,..,.o.,,� « , ilk
oir co
1: ; 9T4 1 ?"° '
'
6. DSD SIGNATURE `O ;�y '..., lak,
System#1 Approved for 3 bedrooms �� �v s ^d°m n K.Gutcher c.
G,•p CE-4919 ��
Issif
System#2 Approved for bedrooms 8 , G., ;.•c.,r.,
Disapproved t�k?eo PROFESS\O'� �
Conditional approval for 1/ bedrooms,with the following stipulations:
� iv
0 \ G 1� IS a ecucS OLD
,A vve�t U uk e / 1 0 ' ( S e y'Jfi C.'-f� c I S 2 -j OP
:fit: ANCy0, /
G�.S��PN© -.
�� R\ PRGPG
--::\
•
. ,
�--- // n-12 Original Certificate Date: 9 -24-CC,
B .
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 X Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
COSA blue sheet r , -
If more than 1 septic system is on the lot:
COSA Checklist# of
Structure served by this system
Certificate of On-Site Systems Approval Checklist
Legal Description: North Woods Phase 2 Block 1 Lot 15 Parcel ID: 051-811-02-000
A. WELL DATA
Well type A If A, B, or C provide PWSID# 213001 Well Log (Y/N)
Date completed Sanitary seal (Y/N) Wires properly protected (Y/N)
Total depth ft. Cased to ft. Casing height(above ground) in.
FROM WELL LOG AT INSPECTION
Date of test
Static water level ft. ft.
Well production g.p.m. g.p.m.
WATER SAMPLE RESULTS:
Coliform colonies/100 mL Nitrate mg/L
Arsenic ug/L Date of sample: Collected by:
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material Septic/Steel Date installed 9/10/94
Tank size 1000 gal. Number of Compartments 2 Cleanouts(Y/N) Y
Foundation cleanout(Y/N) Y Depression over tank (Y/N) N High water alarm (Y/N) N
Date of pumping J f I l Pi` Pumper 1-Da01\'\Cl\ Vil)MV.k1`>�
C. ABSORPTION FIELD DATA
Date installed 9/10/94 Soil ratingi z 0.45 gpd/ft2 Dual Trench
(g.p.d./ft or ft /bdrm) System type
Length 2X50!=100 ft Width 3 ft. Gravel below pipe 5 ft.
10.75/11.67 1000 2
Total depth ft. Eff. absorption area ft Monitoring tube Y Depression over field N
Date of adequacy test 8/30/16* Results (Pass/Fail) P 3
For bedrooms
Fluid depth in absorption field before test 7 in. Water added 624 gal. New depth 21 in.
Elapsed Time: 24 hours min. Final fluid depth 9 in. Absorption rate >= 534 g p d
Any rejuvenation treatment(past 12 mo.) (Y/N &type) N If yes, give date
*North trench found to be surcharged. Tested south trench only.
D. LIFT STATION
Date installed Size in gallons Manhole/Access(YIN)
"Pump on" level at in. "Pump off' level at in. High water alarm level at in.
Datum Cycles tested Meets alarm&circuit requirements?
E. SEPARATION DISTANCES
WELL ON LOT TO:
Septic tank/lift station on lot >200' On adjacent lots N/A
Absorption field on lot >200' On adjacent lots N/A
Public sewer main N/A Public sewer manhole/cleanout N/A
Sewer/septic service line N/A Holding tank N/A
Animal containment areas N/A Manure/animal excrete storage areas N/A
SEPTIC/HOLDING TANK ON LOT TO:
Building foundation >10' Property line >5' Absorption field>5'
Water main >10' Water service line >10' Surface water >100'
Wells on adjacent lots N/A
ABSORPTION FIELD ON LOT TO:
Property line >10' Building foundation >10' Water main >10'
Water Service line >10' Surface water >100' Driveway, parking/vehicle storage >5'
Curtain drain none known Wells on adjacent lots N/A
F. COMMENTS
This system has two trenches. The northern trench (closest to the road) is failed.
The southern trench was tested and found to be operating satisfactorily.
G. ENGINEER'S CERTIFICATION ��.O ALgs 14
1 certify that I have determined through field inspections and s_4.; •..�f- �
review of Municipal records that the above systems are in a�1= Y . 17 ,/I
conformance with MOA COSA guidelines in effect on this date.
Norman K. Gutcher
yy � �
Engineer's Printed Name .�• K•�y�•- ��
� Norman K.Gutcher �
Date 6/19/2018 II a:.• CE-4919 ,:�zi
1�TF 4,.i
9
`%� PA0FESSO......
COSA canary sheet_2-6-15.doc
m.d
Parcel I.D. 051-811-02-000
1
Certificate of On -Site Systems Approval
Municipality of Anchorage
On -Site Water and Wastewater Program
(907) 343-7904
Expiration Date:
3*t7
1. GENERAL INFORMATION
Complete legal description North Woods Phase 2 Block 1 Lot 15
Location (site address) 22541 Whispering Birch Cir.
Current Property owner(s) Thomas Hawkins Day phone
Mailing address
Real Estate Agent
PO Box 671566 Chugiak, AK 99567
Laney Stapley Day phone 350-7984
2. TYPE OF DWELLING:
O Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS:
4. TYPE OF WATER SUPPLY:
Individual Well
Individual Water Storage
Community Class Well
Public Water System
WaiverNariance request for:
3
r
TYPE OF WASTEWATER DISPOSAL:
0 Individual 0
❑ Holding Tank 9
❑ Community ❑
Public Sewer 0
Distance:
Received by: t,rt._.' a L
COSA to be released to the engineer, Wf eiwise requested by the engineer.
Date:
COSA Fee $ 5 -f3%S" O ' c°
Date of Payment 9 /X /J°((I 3250
Receipt Number ;�J IO',(`1 `�
COSA # OSC.I Co I "( I
Waiver Fee $
Date of Payment
Receipt Number
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 an 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 Alaska Rim Engineering, Inc.
Address 9131 E Frontage Rd. Palmer, AK 99645
Engineer's Printed Name
6. DSD SIGNATURE -763/4
System #1 Approved for 7) bedrooms
System #2 Approved for _ bedrooms
Disapproved
Conditional approval for
By:
S
Phone 745-0222
Date
006,
``°°a\i\►tli►fll
.5=4.. 9ry
y
/71/.0 Mary L. hreves I ¢':
'/cJ'T••• CE 9351
F •• dear
bedrooms, with the following-9
Att EggS0',,,a�
1111\0®\\\44°
;l (
tOFAtVC/(470% rf,
_`cl S\fE. �
O
ON. ND
I; WPCE WP�5R o=-
gTE PM �_
PROGR
9'�>Z���'a
Ett,,„
GAL&
Original Certificate Date: 9'2-9'(
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 X Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
COSA blue sheet c
If more than 1 septic system is on the lot:
COSA Checklist # of
Structure served by this system
Certificate of On -Site Systems Approval Checklist
Legal Description: North Woods Phase 2 Block 1 Lot 15 Parcel ID' 051-811-02-000
A. WELL DATA
Well type A If A, B, or C provide PWSID # 213001 Well Log (Y/N)
Date completed Sanitary seal (Y/N)
Total depth ft. Cased to ft.
FROM WELL LOG
Date of test
Static water level ft.
Well production g.p.m.
WATER SAMPLE RESULTS:
Coliform colonies/100 mL Nitrate mg/L
Arsenic ug/L Date of sample:
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material Septic/Steel
Tank size 1000 gal. Number of Compartments 2
Foundation cleanout (Y/N) T Depression over tank (Y/N)
Date of pumping ' 37'30 'C 6 Pumper 4 £ ' S
Wires properly protected (Y/N)
Casing height (above ground)
AT INSPECTION
ft.
g.p.m.
in.
Collected by:
N
Date installed 9/10/94
Cleanouts (Y/N) Y
High water alarm (Y/N) N
C. ABSORPTION FIELD DATA-
Date installed 9/10/94 Soil rating (g.p.d./ft or ft2/bdrm) 0.45,gpd/ft2
Length 2X50'.„100.,ft: Width
System type Dual Trench
3 ft. Gravel below pipe 5 ft.
Total depth ''O7y"5. fit. 'Eff. absorption area 1000 ft- Monitoring_ tube Y Depression over field N
Date of adequacyt%st 8130/18". Results (Pass/Fail) P
Fluid depth in absorption field before test 7 in. Water added 624 gal.,
in. Absorption rate >= 534 g.p.d.
Any rejuvenation treatment (past 12 mo.) (Y/N & type) N If yes, give date
For 3 bedrooms
New depth 21 in.
Elapsed Time: 24 h°9rs4rnin, mInal fluid depth 9
`North trench found to be surcharged. Tested south trench only.
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
Datum Cycles tested Meets alarm & circuit requirements?
E. SEPARATION DISTANCES
WELL ON LOT TO:
Septic tank/lift statio
Absorption field on to
Public sewer main
Sewer /septic service line N/A
Animal containment areas N/A
SEPTIC/HOLDING TANK ON LOT TO:
Building foundation >10
Water main X10'
N/A
On adjacent lots N/A
in.
On adjacent lots N/A
Public sewer manhole/cleanout N/A
Holding tank N/A
Manure/animal excrete storage areas N/A
Property line >5' Absorption field >5
Water service line Surface water >100'
%s.
Wells on adjacent lotse .a i`'Y r ✓'
ABSORPTION FIELD ON LOT TO:
Property line >10
Water Service line >101 Surface water >100
Curtain drain none known Wells on adjacent
Building foundation
Water main >10'
>5'
ng/vehicle storage
F. COMMENTS
This system has two trenches, The northern trench (closest to the road) is failed.
The southern trench wad tested and found to be operating satisfactorily.
G. ENGINEER'S CERTIFICATION
1 certify that 1 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 4 t. t1l L. r ' 5
Date %�. /JO l
COSA canary sheet 2-6-15.tloc
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Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water & Wastewater Program
4700 Elmore Road
P.O. Box 196650G --
Anchorage, AK 99519-6650
www.muni.orgionsite
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I . D. 051-811-02
1. GENERAL INFORMATION
Complete legal description
Location (site address)
Current Property owner(s)
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing address
COSA# Q 5e)) I)
Expiration Date: 5 / 3 `" /
NORTHWOODS S/D #2; BLOCK 1, LOT 15
22541 WHISPERING BIRCH CIRCLE * CHUGIAK, AK * 99567
OLIVIA LORENTZ Day phone 230-2578
22541 WHISPERING BIRCH CIRCLE * CHUGIAK, AK * 99567
Day phone
Day phone
Unless otherwie requested, COSA will be held by DSD for pickup.
. NUMBER OF BEDROOMS: 3
3: TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL:
Individual Well ❑ Individual On-site III
Individual Water Storage ❑ Individual Holding tank ❑
Community Class Well ❑ Community On-site ❑
Public Water System 1 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!r wastewaterdispdsal system is (are) safe, functional a dadequate
for the number of bedrooms and type of structure indicated herein. 1 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 fhe sysfem 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 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
Disapproved.
bedrooms.
Conditional approval for
Phone 337-6179
Date 9-/Z91')
,00�oop4
o�OFA
bedrooms, with the following stipulations:
..............
Y
•
•
•
•
ON-SITE
4"• WATER AND • r"=
WASTEWATER
:• PROGRAM
sed*
\'
By:
Attachments:
COSA Checklist
Septic System Advisory
Well Flow Advisory
%1:1-_1Advisory
Arsenic .Advisory
Maintenance Agreements
Supplemental Engineer's Report
Other
(Rev. 11/05)
Original Certificate Date: / - / r
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: NORTHWOODS S/D #2; BLOCK 1, LOT 15
A. WELL DATA
Well type
Date completed
Total depth ft.
Date of test
Static water level ft ft.
Well production g.p.m. g.p.m.
WATER SAMPLE RES
PUBLIC WATER
Parcel ID: 051-811-02
If A, B, or C provide PWSID# Well Log (Y/N)
Sanitary seal (YIN).____ Wires properly protected (Y/N
Cased to ft. Casing height (ab• - •round) in.
FROM WELL LOG AT I CTION
Coliform
colonies/100 ml. Nitrate mg./L. Collected by:
enic: ug./L.
Date of sample:
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material SEPTIC/STEEL
Date installed 8/16/1994
Tank size 1000 gal. Number of Compartments 2 Cleanouts (Y/N) YES
Foundation cleanout (Y/N) YES Depression over tank (YIN) NO
Date of pumping
8/9/2010
C. ABSORPTION. FIELD DATA
Date insta6ett '`8/416/ 1994
(2 0 50')
Length 100 TOTAL ft.
*10.3/
Total depth *11.5 ft. Eff. absorption area 1000 ft2 Monitoring tube YES Depression over field NO
For 3 bedrooms
Fluid depth in absorption field before test 0 in. Water added 1120 gal. New depth 26 in.
Pumper
Soil rating
Width
High water alarm (Y/N)
SANITARY PUMPERS
N/A
*BELOW EXISTING GRADE
r ft2/bdrm) 0.45 System type DUAL TRENCH
3/3 ft. Gravel below pipe 5/5 ft.
Date of adequacy test **4/23/2011 Results (Pass/Fail) PASS
Elapsed Time: 1183 min. Final fluid depth 0 in. Absorption rate >= 450+ g.p.d.
Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE KNOWN
**NORTH TRENCH WAS SURCHARGED. TESTED SOUTH TRENCH ONLY.
If yes, give date
D. LIFT STATION
Date installed
"Pump on" level at in. "Pump off' level
Datu
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot On adjacent lots
Absorption field on lot On adjacent Tots
Public sewer main ' • • sewer manhole/cleanout
Sewer /septic service line Holding tank
ntainment areas Manure/animal excrete storage areas
Size in gallons Manhole/Access (Y/N
High water alarm level at in.
Cycles tested Meets alarm & circuit requirements?
PUBLIC WATER
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5'+ Property line 5'+ Absorption field 5'+
Water main 10'+ Water service line *10'+ Surface water 100'+
Wells on adjacent lots 200'+ PUBLIC, 100'+ PVT.
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 10'+ Building foundation 10'+ Water main 10'+
Water service line *10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+
Curtain drain NONE KNOWN
Wells on adjacent lots 200'+ PUBLIC, 100' + PVT.
F. COMMENTS
*ASSUMED BASED UPON KEYBOX LOCATION SHOWN ON 1994 DESIGN DRAWING.
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 t''`l 21/1/
Q�600
9F „ .,9s;pt
ss;
fessiot S4.
COSA Fee $ q/0- /0 Waiver Fee $
Date of Payment 5. //° / / 1 Date of Payment
Receipt Number b co(,,Co 30 Receipt Number
(Rev. 11/05)
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.akus
(907) 343-7904
CERTIFICATE OF HEALTH AUTHORITY APPROVAL _..•
FORA SINGLE FAMILY DWELLING
Parcel I.D. (O.S 1 -'J /- 0.2_
•
1. GENERAL INFORMATION
Complete legal description No cLTi74. aol->S
HAA# . A 'o3.o./_,JL- :. .
Expiration Date: 14-= 1 g - o �-
[�I (b\-- lS"
Location (site address or directions)
•
Current Property owner(s) P'Mvt - n��%-r.nYkaa6trt-PS' Day phone LCa Ssr.- Lt
Mailing address . Q', _ t. • tZ
Lending agency ,
Mailing address
Real Estate Agent
Day phone
Mailing Address F.
Unless otherwise requested, HAA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS:
.n.
3. TYPE OF WATER SUPPLY: •
Individual Well
Individual Water Storage
Community Class Well
Public Water System -
3
_- 1'
Day phone
TYPE OF WASTEWATER DISPOSAL:
Individual On-site
Individual Holding tank
Community On-site
Public Sewer
9a5-1>
The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority
Approval (HM) 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 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 .Poc.GG- S i I.vc. &ex
Phone(907J 74'6—io 7.,3
Address 9990 E. PuA'FiA., 0.2�.s�Mc=.e, A,•• 99644 --
Engineer's Printed Name .47o"c"'$�- �t 'u�-% Date • 1 `1 - O 3-.
QF Az It
•
'
I
i
5. DSD SIGNATURE 1/� .I• w 7 KE�1lFl.'
.ji CE8tJ6 :,,..
Approved for bedrooms. jaji •i•••••'•
Disapproved. '‘....0~4
Conditional approval for - - bedrooms, with the following stipulations:
Additional Comments
QP\`Vi of 4NCil/
•
2•
ON-StTE c'
t
• WASTEWATER
• PROGRAM •
•
•
�.- ` s•- • ••
J.1[;°P+,L-1jr Cr •
1))111)1 ! 1) )1►''
Attachments:
HAA Checklist X Maintenance Agreements
Septic System Advisory Supplemental Engineer's Report
Well Flow Advisory Other
By:/7faid/. / d Original Certificate Date: ` - - 1 - 0 3
(Rev. O1O2)
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water & Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: L ?;-469: .✓"e'-'44dam47s "1•41"4' 44.Z
A. WELL DATA
Well type _
Date completed
Total depth ft.
If A, B, or C provide PWSID #
Sanitary seal (WN)
Cased to ft.
FROM WELL LOG
Date of test
Static water level ft
Well production g.p.m.
WATER SAMPLE RES
Coliform colonies/100 mi. Nitrate mg./I.
Parcel ID: OS'/ -R 1(-O a
Well Log (Y/N)
Wires properly protected (YM
Casing height (abo , ound) in.
AT IN ION
ft.
g.p.m.
Other bacteria colonies/100 ml.
nic: mg./I. Date of sample: Collected by:
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material Sar®rs e/Syz t..
Tank size /oo o gal. Number of Compartments Z Cleanouts (WN) )'
Foundation cleanout (WN) y Depression over tank (YM) �✓
Date of pumping 'x/'1/03 Pumper /ri c M' "
Date installed gV/ d/9-4/
High water alarm (YIN) A11.7
C. ABSORPTION FIELD DATA
Date installed °P/'44r1/ Soil rating
Length X04.f ::.•1°4 ft.
Width
r ftzlbdrm)
ft.
System type. . �. F:doVey
Gravel below pipe ft.
Total depth /1 ft. Eff. absorption area i000 ft' Monitoring tube Y
Date of adequacy test t1/1%/0 3 Results (Pass/Fail) P.ors
/S/
Fluid depth in absorption field before test a in. Water added4Zgal.
Elapsed Time: g 7' ;alw Final fluid depth a in.
icrz
Any rejuvenation treatment (past 12 mo.) (Y/N & type)
Depression over field A/
For 3 bedrooms
161/
New depth 6 in.
g.p.d.
Absorption rate >=
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
Datum Cycles tested
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO: P P
Septic tank/lift station on lot On adjacent lots
Absorption field on lot On adjacent Tots
Public sewer Public sewer manhole/cleanout
er /septic service line Holding tank
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation /'Z 14-74 Property line 76' 2;64 Absorption field 5—
Water main Ai" '4« Water service line ,4s—'4,47 Surface water , Ac ry
Meets alarm & cite ' quirements?
Wells on adjacent lots ��A
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 7�74 Building foundation Zz;`;i Water main
Water Service line 2-5-'7/1 Surface water /4 Driveway, parking/vehicle storage f 1‘,/-P1
Wells on adjacent lots A..''�
.11o .t�1' .�ls'C aJ• J
Curtain drain i c`/' c/
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 HAA guidelines in effect on this date.
Engineer's Printed Name �a�e'-'°-r �'e6yi-/t-
Date 'l' (t-1 ' d -))'
ow •otA�
•S'i''f
f
•49TM .. : �y
r' •. . KENLEY
w«8176IA
•.
'• `
HAA Fee $ 3 3 S
11/447
Date of Payment
Receipt Number 3�7°
(Rev. 12/01)
Waiver Fee $
Date of Payment
Receipt Number
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Municipality of Anchorage
Department of Health and Human Services
Division of Environmental Services
On -Site Services Section 825 "L" Street Room 502
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-4744
CERTIFICATE OF HEALTH AUTHORITY APPROVAL
FOR A SINGLE FAMILY DWELLING
HAA# /9-606%JS 9 -
Parcel I.D. 051-81-102
1. GENERAL INFORMATION
M
�hs
Expiration Date:
Complete legal description Lot 15, Block 1, Northwoods S/D /12
Location (site address or directions) 22541
Current Property owner(s) John Holman
Whispering Birch
Day phone 688-5274
••
Mailing address 22541 Whis.erin• Birch Chu iak AK
Lending agency Day phone
Mailing address
Real Estate Agent Day phone
Mailing Address
Unless otherwise requested, HAA will be held by DHHS for pickup. HAA picked up by:
2. NUMBER OF BEDROOMS: 3
3. TYPE OF WATER SUPPLY:
Individual Well
Individual Water Storage
Community Class Well
Public Water System
TYPE OF WASTEWATER DISPOSAL:
❑ Individual On-site
❑ Individual Holding Tank
Community On-site
Public Sewer
The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Certificates of
Health Authority Approval (HAA) based only upon the representations given in paragraph 5 by an independent
professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are
required for the transfer of title (except between spouses) on properties served by a single family on-site
wastewater disposal and/or water supply system. DHHS also issues HAAs upon request to home owners.
Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by
a private or Class C well and may be reissued with new water sample results less than 30 days old. Certificates
are valid for one year for properties served by Class A or B wells or a public water system. The Municipality
of Anchorage is not responsible for errors or omissions in the professional engineer's work.
72-025 Sev. 01/001'
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 Health Authority Approval Guidelines for the Health Authority Approval
application show that the on-site water supply and/or wastewater disposal system is safe, functional and
adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the
information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-
site water supply and/or wastewater disposal system is in compliance with all applicable Municipal and State
codes, ordinances, and regulations in effect at the time of installation.
S & S ENGINEERING
Name of Firm 17034 Eagle River Loop Road No. 204
Address Eagle River, Alaska 99577
Phone 9`1-3`i 77
Engineer's Printed Name /v DGz 1.r C . C o,,,,,y,✓
Date 6 //i/°6'
Fac04
f• `.f .ENG1VEER'S
'
6. DHHS SIGNATURE I, ^>,\ ROBERT C. COWAN jc,u
Jt, ' •• CE -8801 /4? 9
Approved for 2 bedrooms.
Disapproved. 1t;�?,;
Conditional approval for bedrooms, with the following stipulations.
Additional Comments
Attachments:
HAA Checklist Maintenance Agreements
Septic System Advisory Supplemental Engineer's Report
Well Flow Advisory Other
By: � / Com, �c �� Original Certificate Date: Co -2 O - o C
Expiration Date: "/ - 0 - 0 c Reissue Date:
7'5-025 (Rev. 01 OOP
Ktt..tIVtu
JUN 19 2000
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES'
uNICIPaunoFANC
viRf NMENTAL SERVICE
Environmental Services Division
825 L Street, Room 502 • Anchorage, Alaska 99501 • (907) 343-4744
/
Health Authority'A//001996416-
Approvalpr'o"Checklist �1
Legal Description: L6/ /� r R-4/ 7 / v• � ,0g 2- Parcel I.D.: 067 et /'© 2-
A. WELL DATA
Well type
Log present (Y/N) Date completed
Total depth Cased to Casing height (- , •ve ground)
Sanitary seal (Y/N) Wires prop= y protected (Y/N)
FROM WELL LOG AT INSPECTION
If A, B, or C, attach ADEC letter. ADEC water system number
Date of test
Static water level
Well production
WATER SAMPLE RESULTS:
Coliform Nitrate
g.p.m. g.p.m.
Other bacteria
Date of sample: Collected by:
B. SEPTIC/HOLDING TANK DATA
Date installed V no `T Tank size /0-0U&Numbergoff Compartments CleanoutaN) > ;c
Depressiones(Y1 Aft t High water alarm (Y/N) ///l
Pumper v t s
Foundation cleano
Date of Pumping Q -7/S
C. ABSORPTION FIELD DATA
Date installed
Soil rating
i
Length /0 --or Width
Effective absorption area /aer
Date of adequacy test 67t4.1)
Fluid depth in absorption field before test (in.); --0" Immediately afte
or ft2/bdrm) 0,45 -
System type D&- 7 4C%'
Gravel thickness below pipe C 7. Total depth /0
Monitoring Tube presenN) i;S Depression over field (/ I A/0
Result- (Pass/' ail) 455 For 771a0 bedrooms
,/�
gal. water added (in.):
Fluid depth c3//(ins)Minutes
Peroxide treatment (past 12 months) (Y/N) NeW4 iniA/ If yes, give date ~�
later: .g4 --Absorption rate = -71-4 g.p.d.
72-026 (Rev. 3/96)*
D. LIFT STATION
Date installed
Manhole/Access (Y/N) "Pump on" level at* "Pump off" level at*
High water alarm level at* *Datum
Cycles tested
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic/holding tank on lot On adjace. oto
Size in gallons
Absorption field on lot
Public sewer main Public sewer manhole/cleanout
On adjacent lots
Sewer /septic service line
Lift station
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO:
Foundation 5 /it Property line Absorption field S /171--
Water main/service line 4- 'm Surface water/drainage /0d ' Wells on adjacent lots
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOTTO:
t�
/ > /
Property line / 9 Building foundation /d Water main/service line /0 /9-
Surface water /ere /4— Driveway, parking/vehicle storage area /o / (-
Curtain drain Nenl6 /lJ✓rw Al Wells on adjacent lots
F. ENGINEER'S CERTIFICATION
A/ %4
I certify that I have determined thru field inspections and review of Municipal recor bot fha ab44 ms are
in conformance with MOA HA/ idelirys in effect on this date. F '4C. fi��gr
ec
Signature y/�//(�/J c �pA...._� I Rr{ r c .,. 4
Engineer's Name POS/a,27- c. Cawnu
Date G/1%/ot>
f -r°i
10 -' % ROBERT C. COWAN r ,,t .4
pdt�• %rl., CE ' -8801° a
it
HAA Fee $ Waiver Fee $
j'—o 0
Date of Payment
Receipt Number
b'J t
72-026 (Rev. 3196)*
Date of Payment
Receipt Number
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & HUMAN SERVICES
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. # O_S / — f / — o Z HAA#
1. GENERAL INFORMATION
Complete legal description Loy/ 1—$ lock 1 'No271- We otzs sig Z
Locati�n(site.address or directions) Z2- -SW/ le(" c-ire-
Propertyowner„ M172. G ef;2AC141/5 A 14ANSDay phone
Mailing address
Lending agency Day phone
Mailing address
Agent Co (-IA) 7a c" i-31 CicaA,,Aroith Day phone S62 --S-s"47'Z
Address
Unless otherwise requested, HAA will be held for pickup.
2. NUMBER OF BEDROOMS: 'J
3. TYPE OF WATER SUPPLY:
Individual well
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
Holding tank
Community on-site
Public sewer
NOTE: If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
72-025 (Rev. 1/91) Front MOA #21
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 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.
Name of Firm & 5onJ CX a J G Cyr Phone 2 72— 9Zt 8
Address d'• b. ax '4 2dzs , AN cN- qk A -/u
Engineer's signatur Date C r /7c0 / 4
6. DHHS SIGNATURE
Approved for ��EG bedrooms.
Disapproved.
By.
L � IR 4.�4�Q
* 4•
901
Conditional approval for bedrooms, with the following stipulations:
Additional Comments
Date 1Z-5.
CAUTION
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.
72-025 (Rev. 1/91) Back MOA 921
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICERECEIVED
Environmental Services Division
825 L Street, Room 502 • Anchorage, Alaska 99501 • (907) 47 4� 97
Health AuthorityApproval Checklis Municipality of Anchorage
pP ibept. Health & Human Services
Legal Description: L /s t^$ I ' N o2TN° W nom,s4r -
A. WELL DATA
Parcel I: D.: 0 -SI — f8/( --©2
Well type A If A, B, or 0, attach ADEC letter. ADEC water system number / 3Oo(
Log present (Y/N) Date completed
Total depth Cased to Casing height (above ground)
Sanitary seal (Y/N) Wires properly protected (Y/N)
FROM WELL LOG AT INSPECTION
Date of test
Static water level
Well production g.p.m. g.p.m.
WATER SAMPLE RESULTS:
Coliform Nitrate Other bacteria
Date of sample: Collet:ted by:
B. SEPTIC/HOLDING TANK DATA
Date installed 4//0/ 9 4 Tank size /o00 Number of Compartments 'V Cleanouts (Y/N)
Foundation cleanout (Y/N) f Depression (Y/N) vt2 High water alarm (Y/N)
Date of Pumping "ll /2cf % 4` Pumper
C. ABSORPTION FIELD:DATA'•.
Date installed 9'//alSoil rating (g.p.d./ft2orft2/bdrm) 0'4 System type
Length / on Width Z, Gravel thickness below pipe Total depth /6Z It
Effective absorption area /000 Monitoring Tube present (Y/N) `i Depression over field (Y/N) N
Date of adequacy test il1ZZ/4'- Results (Pass/Fail)ni AsS For .3 bedrooms
Fluid depth in absorption field before test (in.); 'DRY Immediately afterS/Ogal. water added (in.): Z" %u if
Fluid depth Y (ins) Minutes later: /'/0C) Absorption rate = g.p.d.
Peroxide treatment (past 12 months) (Y/N) 4/0 If yes, give date
72-026 (Rev. 3/96)*
D. LIFT STATION
Date installed
Manhole/Access (Y/N)
High water alarm level - * *Datum
ested
Size in
' level at* "Pump off" level at*
E. SEPARATION DISTANCES ^A
SEPARATION DISTANCES FROM WELL ON LOT TO: 'NA
Septic/holding tank on lot On adjacent lots
Absorption field on lot On adjacent lots
Public sewer main Public sewer manhole/cleanout
Lift station
r /septic service line
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO:
Foundation ,/
Property line S01 Absorption field
Water main/service line 4O1 Surface water/drainage / 00' Wells on adjacent lots
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
t
Property line /2Building foundation Z ( Water main/service line uv t
Surface water / dc.) Driveway, parking/vehicle storage area 2S
Curtain drain /t7cprt Wells on adjacent lots 2ce
F. ENGINEER'S CERTIFICATION
1 certify that I have determined thru field inspections and review of Municipal reco
in conformance with
�MOA
�HAA guidelines in effect on this date.
Signature__ —Pe=a"'��1
Engineer's Name i[2J C raRPd etWeNt2tP•CL
Date ///27-14--
s�.w.»seep l40.. ow,
iIeven R. Pannone
d+ •yy CE= 8149 r 444'
'�F9<r.°Stl f2.�N`\
%4o
e�
HAA Fee $ 3 CC) CL)
Date of Payment
Receipt Number
72-026 (Rev. 3/96)*
Waiver Fee $
Date of Payment
Receipt Number
�o . 0
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & HUMAN SERVICES.':,
Division of Environmental Services
On -Site Services Section . ..
.0. Box 196650, Anchorage, Alaska 99519-6650
343-4744
CERTIFICATE OF HEALTH AUTHORITY ,
APPROVAL FOR A SINGLE FAMILY DWELLING = -3
Parcel I.D. # / - 811 ' ('7 HAA # I4 r 1 cl el 0'"4R
1. GENERAL INFORMATION
Complete legal description Lot 15; Block 1; Waad4 Subdi.o.i3.ion #2
Location (site address or directions)
Wh.L petLng Bitch C-.ncee
Chug.Lah, AK
Property owner NORTHWOOVS INC. Day phone 244-5126
Mailing address 709 W. Intennati.onat A.inpont Rd. Anchonage, AK 99518
Lending agency Day phone
Mailing address
Agent Day phone
Address
Unless otherwise requested, HAA will be held for pickup.
2. NUMBER OF BEDROOMS:
3. TYPE OF WATER SUPPLY:
Individual well
Community well
Public water
ad.avu.
c t�
-•
•
r.. ,„
NOTE: If community well system, provide written confirmation from StateAbEC attest=
ing to the legality and status of system.
r.,
4. TYPE OF WASTEWATER DISPOSAL:
Individual on-site
Holding tank
Community on-site
Public sewer
NOTE: If community wastewater system,provide written confirmation from State ADEC
attesting to the legality and status of system.
72-025 (Rev. 1/91) Front MnA t21
STATEMENT OF INSPECTION BY ENGINEER
As certified by my 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 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.
DHHS SIGNATURE
Approved for.
Disapproved.
Conditional approval for bedrooms, with the following stipulations:
Additional.Comments
•
Dat94y
CAUTION
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 works t,<'
72-025 (Rev. 1/01) Back MOA N21
Municipality of Anchorage
Department of Health and Human Services
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description:1-0:T 1S '&tom -1 NO Pra 0 arcel LD. ///���
�] /
A. Well Data
Well type r ` If A, B, or C, attach ADEC letter. ADEC water system number f✓ /
Log present (Y/N) Date completed Driller ✓
Total depth Cased to Casing height
° ►++
Sanitary seal (Y/N) Wires properly protected,(''/N) _fg g
FROM WELL LOG AT INSPECTION irri
's
Dv aDate of test r't v
® ff'-.' O
Static water level < A
rrI CO m
Well flow g.p.m.
g.p.m. a' 0 0
Pump levels �/ "
Z rr
SEPARATION DISTANCES FROM WELL TO:
Septic/holding tank on lot ?�
Absorption field on lot Zoo 4-,.s
; On adjacent lots
; On adjacent Tots
Public sewer main Public sewer manhole/cleanout
Sewer service line Petroleum tank
WATER SAMPLE RESULTS:
Coliform Nitrate Other bacteria
Date of sample: Collected by:
B. SEPTIC/HOLDING, TANK DATA
Date installed q — '0 --ct L1 Tank size 100 0 Compartments z
Cleanoutst( N) 1 Foundation cleanout Y )1 7 Depressionl(Vita)
High water alarm Mg)A ' Alarm tested (Y/N) ,S14,
Date of pumping 4I a� - = N e -‘.-i Pumper '!
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO:
Well(s) on lot god On adjacent Tots 0'1h Foundation /1
/ f / /
To property line /o Absorption field Water main/service line /d
Surface water/drainage / o o ' 4-
72-026 (3/93)' Front
CONTINUED ON BACK PAGE
C. LIFT STATION
Date installed Manufacturer
Size in gallons Manhole/Access (Y/N)
Vent (Y/N) "Pump on" level at "Pump o " at
High water alarm level Cyc - - ed
Meets MOA electrical codes (Y/N)
SEPARATION DISTAN
of
D. ABSORPTION FIELD DATA
UFT STATION TO:
On adjacent lots Surface water
Date installed cl -1 b - 1 �k Soil rating (GPD/Ft2) 0 YS- System type it/ -i
Length /00 Width 3 Gravel thickness Total depth //
Total absorption area /o o ©Y Cleanout present N) V
/ �/ Depression over field (Y
Date of adequacy test ti/A. - "4i./ Results (pass/yip " r a for
J
Water level in absorption field before test !/4- After test '/
Peroxide treatment (past 12 months) (Ye t" If yes, give date .17
SEPARATION DISTANCE FROM ABSORPTION FIELD TO:
Well on lot Zoo r I- On adjacent lots /d Property line
/0 f
To building foundation 2 / ' To existing or abandoned system on lot '1/a
On adjacent lots 70 / Cutbank 5 / Water main/service line /a r
25
Bedrooms
4 -
Surface water /coo
Curtain drain '�/AA
Driveway, parking/vehicle storage area
E. ENGINEERS CERTIFICATION
I certify that 1 have checked, verified, or conformed to all MOA and HAA guidelines in eff
Signature
Engineer's Name /C" 88j47 C. co 'no. )
Date / o /.”(
HAA Fee $ L5CerPda
Date of Payment l�^�� )
Receipt Number
72-026 (3/93)' Back
's inspection.
Waiver Fee $
Date of Payment
Receipt Number