HomeMy WebLinkAboutWYNTER PARK #1 BLK 2 LT 21Wynter Park
#1
Block 2
Lot 21
#051-492-22
Municipality of Anchorage " '••
I Development Services Department
'•..
Building Safety Division .
On-Site Water and Wastewater Program, 4700 S. Bragaw Sl.
P.O. Box 196650 Anchorage, AK 99519-6650 Page of
www.o.anchorage.ak.us (907) 3437904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number: SWO10333 PID Number. 051492.22
Herne'
Wastewater System: ❑ New ® Upgrade
Aadree.:
Peters Creek. AK 99567
ABSORPTION FIELD
Phan: Nvnlber d Bedraonn:
.11564 3
O Deep Trench ® Shallow Trench 13 Bed 0 Monne O Other.
LEGAL DESCRIPTION
Sod RaWV
Ta" Depth kom agv,ol ands:
1.2 Gpcffe
8.02 FI.
Block: Loc Subavblon:
Dapm b pim bolts n ken dryM" pride:
Gravel dean OeneaN pips:
2 21 W nter Park #1
3.52 Ft.
2.50 Ft.
ToomshV: RarVo: tiecaorl:
Fal addeG abovea oat limos:
Gravel LanpM:
1.9 Ft.
53 Fl.
Well: [I New [3 Upgrade
G°V°" dev
Nembe daMa: Dlaunce betoeen Yves:
5 Ft.
1 na FL
Ckwkcamn (Fnvele, A B. C):
Trial Depet:
Coed m:
Total aWapbOrt arse:
Pipe MelaW:
Public
Ft.
I FI.
414 F r
D3034 & F810
Dollar:
D"e Onaed:
Stabe Waw Lw":
I ntaaer
Dole Installed:
FL
Calkins Const.
812812001
Ynlo:
Pump Set OL
c+wy Heynl Above Galald:
TANK
GPM
FI.
FL
SEPARATION DISTANCES
® Septic ❑ Holding ❑ S.T.E.P. ❑ Other.
To
Septic
Absorption
Lift
Holding
PubliclPrlvatc
col�b:
From
Tank
Field
Station
Tank
Sewer Line
Anchorage Tank
1000G".
w.F
200'+
200'+
NA
NA
2s'+
M'1en'L
Steel
Naob« d cemp.ronenw:
2
Bad000Wow
100'+
100'+
NA
NA
LIFT STATION
Lot LYS
51+
101+
NA
NA
Sao.
Gal
Faxtdabon
51+
10'+
NA
NA
�Pumy ori level al:
'Pump W bvel at;
Hyo water awm at;ti
V
ti
In.
Catabt tx"n
NA
'50'+
1 NA
NA
Peep Meta & Model
Esta"" Impactions pedennad br.
Remolka:
*none known
BENCH MARK
Existing septic field and tank abandoned per code
top
tof foundation
Tank Insulated
vawn:
100 FL
Engineers Stamp
+�E OF'ilk a4I
Inspections performed by: KND Engineering Dates: 1at 8/2812001
••: • 9
est F� H •; 0�
2nd 813012001
. •.: •• •.
i
Development Services Department Approval 8"4yj' osKeenn
;•" "' ' ':'r i
neth M.
Reviewed and approved by: Date:% �S
,� s '• CE 11
(Rov. IZIM)
FOy ZT�� r<C—ai
K
AS -BUILT
SYSTEM DETAILS/SITE
PLAN
Permit SWO10333
WYNTER
PARK ESTATES, #1, BLOCK 2,
LOT 21
PID#051-492-22
KEYBOX
21
EXISTING DRIVE
N
EXISTING
BUILDING
25
SCALES i'---
50'
,Of * 49
53,
PREPARED FOR, ISCALE) NTS 87.3 a
CALBORN 6 PATSY AUSTIN
21117 SPARKLE DRIVE
PETERS CREEK, AK
688-1564
FlEU) BOOKS co Txo:
Bourowm.FLEMING DUNN: vBG
STN FLEMING "O'M- KMD
As"KT F EMING DAM 11/26
D■¢ FLE aao: NW136
Am F"-' 01078.DWG °B "" 01078
A"dV LW ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
11
9.03 9.4
1
A -C=23.3'
'n!n
2
B-C=17.2'A
A -D=29.1'
y 7 FINAL GRADE 01.2
B -D=15.8'
A -E=50.8'
"""
vi
B -E=30.8'
,4 1000 GALj
A -F=92.1'
>n SEPTIC
95.8
E-F=43.0''§EWER
TANK
•�
. `.sn+..�.r' ::.�t�
ROCK
96.2 95.9
,Of * 49
53,
PREPARED FOR, ISCALE) NTS 87.3 a
CALBORN 6 PATSY AUSTIN
21117 SPARKLE DRIVE
PETERS CREEK, AK
688-1564
FlEU) BOOKS co Txo:
Bourowm.FLEMING DUNN: vBG
STN FLEMING "O'M- KMD
As"KT F EMING DAM 11/26
D■¢ FLE aao: NW136
Am F"-' 01078.DWG °B "" 01078
A"dV LW ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
11
Municipality of Anchorage
t �a
George P. 11'uerch, Mayor J `
Bttildiner Sttfety Division
P.O. Box 196650(y,.4700 S. Bragaw Strect
Anetlorage, Alaska 99519-GG56 • (907) 343.8301
Iittp://h i%ir.ct.anctLoragc.ak.us
July 3, 2002
Calborn & Patsy Austin
21117 Sparkle Dr.
Chugiak AK 99567
Subject: On -Site Water and/or Wastewater Permit.
Permit Number: S W010333
c'Legal Description: Wynter Park # I Block 2 Lot 21
Dear Calbom & Patsy Austin:
An On -Site Water/Wastewater Permit, number SW010333, issued by this office for a single-family
system, will expire on August 23, 2002. This permit was valid for 365 calendar days.
If this was a well permit and the well has been drilled, a well log must be sent to this office for
documentation of the installation and to close the permit.
If this permit was for a wastewater disposal system, an original as -built inspection report must be sent to
this office for review, approval and documentation. This as -built inspection report must be signed by
the licensed Professional Engineer who inspected the installation of the system. As -built inspection
reports are required to be submitted within 30 days of the completion of the system.
If no system was installed under this permit, and you are still planning to install a well or wastewater
disposal system, a new permit must be obtained from this office. A new permit for a second year may
be issued for a fee of $100.00 if the renewal application is received on or before the expiration date of
the original permit.
When applying for anew permit, the fees are: $400.00 for a wastewater permit and $150.00 for a well
permit.
If you have any questions, please call this office at 343-7904.
Jin,( Cross, P.E.
Water and Wastewater Program
Enc: Copy of permit
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ONSITE WASTEWATER DISPOSAL SYSTEM PERMIT
Initial
Permit Number: SWO10333
Legal Description: WYNTER PARK #1 BLK 2 LT 21
q/ 3:30
Date Issued: Aug 23, 2001
Expiration Date: Aug 23, 2002
Parcel ID: 051-492-22
Design Engineer: 0070 KND Engineering Site Address: 021117 SPARKLE DR
Owner Name: Calbom & Patsy Austin Lot Size: 27598 SO. FT.
Owner Address: 21117 Sparkle Drive Total Bedrooms: 3 Permit Bedrooms: 3
Chugiak , AK 99567 -
This permit is for the construction of:
F,/ Disposal Field F,/ Septic Tank Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72 ) and Drinking Water Regulations ( 18AAC80 ).
3, The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-7904 (24 hours). ( Not required for a Water Supply Permit only).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By:
Date: 3/0
,-N /7 w
<�, �`Ar-23-01
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
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 051.492.22 Permit Number SW 01033-;
Property owner(s) Calborn & Patsy Austin Day phone 688.1564
Mailing address (1)12 117 Sparkle Drive, Peters Creek
Mailing address (2) Zip Code
Legal description (Lot, Block & Sub'd.) Wynter Park SID #1. Block 2. Lot 21
Legal description (Section, Township & Range)
Lot Size 0,5 acres/21agj rft. Acres F Number of Bedrooms 3
;V -571i'
THIS APPLICATION IS FOR:
Sewer Only ® Well Only ❑
Sewer and Well ❑ Water Storage ❑
Sewer Upgrade ❑
THIS PROPERTY CONTAINS:
Hot Tub ❑ Jacuzzi ❑
Swimming Pool ❑ Water Softening Unit ❑
Therapy Pool ❑
certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal Codes.
/A_01�e_ e
(Signature of property owner or authorized agent)
Permit Fees:
Date of Payment:
Receipt Number:
(Rev. 72100)
Waiver Fees:
5p 3
Z/C/)( Date of Payment:
o GL / Receipt Number:
MD ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
(907)696-6111/FAX (907)696-8111
August 9, 2001
Municipality of Anchorage
Development Services Department
On -Site Water & Wastewater Program
P.O. Box 196650
Anchorage, AK 99519-6650
Subject: Sewer Upgrade — Wynter Park, #1, Block 2, Lot 21
Gentlemen:
The owner has requested we proceed forward to obtain a septic permit to upgrade and
replace the existing septic system and tank for the subject lot. The existing septic tank ,r
will be abandoned in place and in accordance with municipal standards. On August Y,/
2001 we dug one testhole for the proposed system. The results of this test are attached.
The general slope of this lot is from north to south at a grade of approximately 2 — 5%.
We have designed our system utilizing the testhole we excavated for the 3 -bedroom
house. The test hole that was performed for the subject lot, as indicated by the attached
soils log, has sufficient sand in the soils to negate the need for an I.S.R. The lot is served
by a public water system. We propose to install a 5' wide shallow trench. Water was
not encountered during the excavation or monitoring.
There are no public or private wells within 200' of our proposed system location except
as noted. There is no surface water within 100' of the proposed system and there are no
known curtain drains within 50'. We do not expect there to be any adverse effect on
adjacent lots by the development of this system.
If you have any questions, please contact me at 696-6111/FAX 696-8111.
Respectfully submitted,
MD Engineering
M. Duffus, P
attachments: On -Site Well and Sewer Application
Wastewater Absorption System Details/Site Plan
Soils Log/Percolation Test
WELL & WASTEWATER DISP❑SAL
WYNTER PARK ESTATES, #1,
50
51
NO PUBLIC WELLS WITHIN 20V Or
PROPOSED STSTCN
NO PRIVATE WELLS WITHIN 2W Or
PROPOSED SYSTEM EXCEPT As NOTED
ND SEPTIC SYSTCHS WITHIN 2W Or
PROPOSED WELL EXCEPT AS NOTED.
OFJ9Lq "A, �
�* TH
49*. *+
11� ••-•.•,yCE-9118- y �
p"f*n AW
ESS1010
21
20
SYSTEM DETAILS/SITE PLA
BLOCK 2, LOT 21
s,r .
22
/Js
4 25
23
24
. rN 7
DESIGN DETAILS
3 BDRM X 150 GPD = 450 GPD
450 GPD/1.2 GPD PER SO. FT. (< 1 MIN/IN.)= 375 SO. FT
(375/5'(W)) X .64(RF) (2.5' GRAVEL) = 48.0 FT. TRENCH
USE 1 TRENCH - 48 (L) X 5' (W) X 2.5'(D)
Total depth of system Is 6.0' from original grade.
Total depth of gravel below distribution pipe Is 2.5' .
NOTES:
1. USE 1000 GAL SEPTIC TANK AND INSULATE TANK IF <4' COVER.
2. INSULATE TRENCHES WITH 2' HD BURIAL FOAM.
3. CONTRACTOR WILL ENSURE MINIMUM 2% SLOPE INTO SEPTIC TANK.
4. ADDITIONAL FILL WILL BE ADDED OVER SYSTEM TO ACHIEVE
MIN. 3' COVER IF REQUIRED.
5. CONTRACTOR WILL ENSURE ALL SEPARATIONS TO ADJACENT
WELLS a SEPTICS.
PREPARED FOR:
CALBORN 6 PATSY AUSTIN
21117 SPARKLE DRIVE
PETERS CREEK, AK
688-1564
FIELD BOOKS
.DUND.Rr.
STAIWL
AsiAIlT:
DNC rXX
"'O r`E"01078
COMPUTED
Won: VBG
«a`M- KMD
OATO 8/9/C
°Na NW136
JOB N: 01078
Scale: 1'= 100'
PAGE 1 OF 2
ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
ISTING
WASTEWATER
DISPOSAL
SYSTEM
DETAILS
WYNTER PARK
ESTATES, #1,
BLOCK 2,
LOT 21
PROPOSED
BDRM HOUSE
POSED 1000
SEPT TANK
Fc
A<C��� OF AZq �
1
e* ,49TH
CE -7116 A,4 /
�2SStDN� �
:,
POSED PRIMARY F
XISTING SHEI
M.—a C ❑
TH#2001-1
PREPARED FOR:
CALBORN 6 PATSY AUSTIN
21117 SPARKLE DRIVE
PETERS CREEK, AK
688-1564
MELD BOOKS
COMPUTED.
7w—w,
DIRA M: VBG
sy�
CHEO"- KLID
•f&.a4
DATE:
w- nC:
cm NW13E
Am " 01078.DWG
" "" 01078
u
Scnle: 1'= 20'
PAGE 2 OF 2
LlildMW ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
811
ASVD ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8'
SOILS PERCOLATION TEST
Performed for. Patsy Austin Date Performed: 08/01/01
Project: Wynter Park #1, B2, L21 TEST HOLE # 2001-01
Depth
13-
14-
15-
16
17-
18-
19-
20-
ORG— red/brown overburden
w/ organics
GP/SP—brown, sandy gravel
dry, w/ cobbles to 2'
SW- fine sand w/ pockets of GP
firm density, dry, slight
trace of silt towards BOH
B.O.H.
HOLE PRESOAKED
PRIOR TO TEST
SEE ATTACHED SITE PLAN
FOR HOLE LOCATION
Was Groundwater encountered? NO What depth? NA
Depth to water after monitoring? NONE Date? 08/08/01
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
1
8/1/01
11:00
-
8"
-
2
11:05
5 min
dry
8"
3
11:06
-
8"
-
4
11:11
5 min
dry
8"
5
11:12
-
8"
-
6
11:17
5 min
dry
8"
7
•
11:18
-
8"
-
8
11:23
5 min
dry
8"
9
•
11:24
-
8"
-
10
11:29
5 min
dry
8"
11
•
11:30
-
8"
-
12
11:35
5 min
dry
8"
•
Water
Added
Percolation Rate <1(min/in) Pere Hole Diameter 6"
Test Run Between 4 feet and 5_ feet
I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in
effect on this date.
t. .• rfl�fl�ih�f�l�t7T���riLIfF�F�JD �i"�IP.0firl�tllfl�r!d���}-!
825 'L' STREET, ANCHORAGE, AK. 99501
279-2511
WELL FJEFc!F•1.1 -F-
PERMIT
PERMIT NO. C 77693 )
APPLICHNT RICHARD AUSTIN PO BOX 8793 ANCHORAGE 99508 688-2182
LOCATION SPHRKLE
LEGAL L21 B2 WYNTER PARK SUBD LOT SIZE 21780 SQUARE FEET
MINIMUM DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS
100 FEET FOR A PRIVATE WELL OR 200 FEET FOR R PUBLIC WELL.
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.
FJEFRM I T EXFJ I RES E>Er`EMEER .s2r 7_S471 7
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 RICHARD AUSTIN
ISSUED BY
' 8-/6^ %%
_URTE_______________
V3. 0
• Municipality of Anchorage
O On -Site Water and Wastewater Program
(907) 343-7904
Certificate of On -Site Systems Approval
Parcel I.D. 051-492-22
1. GENERAL INFORMATION
Expiration Date: f
Complete legal description Wynter Park #1, Block 2, Lot 21
Location (site address) 21117 Sparkle Drive Chugiak, AK 99567
Current Property owners) Arleen Myers Day phone 688-1236
Mailing address P.O. Box 670351 Chugiak, AK 99567
Real Estate Agent
2. TYPE OF DWELLING:
E] 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 A Well
Public Water System
Waiver/Variance request for:
El
0
Three
Day phone
TYPE OF WASTEWATER DISPOSAL:
Individual
x❑
Holding Tank
❑
Community
❑
Public Sewer
❑
Received by: t/.0 OXMA �� � Date:
COSA to be released to the engineer, unless otherwise eque ed by the engineer.
COSA Fee $ "6 Waiver Fee $
Date of Payment g�) �S Date of Payment
Receipt Number!�//�7 Receipt Number
COSA 9 0S ! C SI Y lI % 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 Anderson Engineering Phone 522-7773
Address P.O. Box 240773 Anchorage, AK 99524
Engineer's Printed Name Michael E. Anderson, P.E.
6. DSD SIGNATURE
_Jtcff� System #1 Approved for bedrooms
System #2 Approved for bedrooms
Disapproved
04��®11®wm® 0®
Conditional approval for bedrooms, with the following stipulations:
V.nicipality
,4>�4" t40riginal Certificate Date: of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approk (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
COU We sheet r I., 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: Wynter Park 01, Block 2, Lot 21 ^-� Parcel ID:051-492-22
A. WELL DATA
Well type PWS - A If A, B, or C provide PTJSID a 21_1431 Well Log (Y/N)
Date completed Sanitary seat (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
Well production
WATER SAMPLE RESULTS:
ft. ft.
g.p.m. 9 -13 -m -
Coliform colonies/100 mL Nitrate __ mg/L
Arsenic ug/L Date of sample: — Collected by:
B. SEPTICIHOLDING TANK DATA
Tank Type/Material Septic/Steel -_ Date instaeed 8/28/01
Tank size 1,000 gal. Number of C,r^parlrnents Cleanouts (Y/N)._ Y
Foundation cleanout (Y/N) Y Depressiun over tw :k ,'Y'='J) _...'_. High water alarm (YIN)
9-23-15 San'lia:y r uan e
Date of pumping Pum,^..:r—_.__-- �------__prs
C. ABSORPTION FIELD DATA
Date installed 8/28/01 Soil rating ig.p.d./ft` or ft2/t arrn)=GPD/SF System type 5' Wide
Length 53 ft. Width 5 ft. Gravel below pipe 2.5 ft.
Total depth 8 ft. Eff. absorption area 414 ft2 Monitoring tube Y Depression over field N
Date of adequacy test 8/11 /15 Results (PassrFail) Pass For 3 bedrooms
Fluid depth in absorption field before test 2 2 _ in. Water added 450 gal. New depth 24.5 in.
Elapsed Time: 1,440 min. Final fluid dept!1. 22 in. Absorption rate >= 450 g p d
Any rejuvenation treatment (past 12 mo.) (Y/N & : ype) __,__ N If yes, give date
D. LIFT STATION
Date installed
"Pump on" level at
Datum
Size in gallons _
—in. "Pump off' level at
Cycles tested
E. SEPARATION DISTANCES
WELL ON LOT TO:
Septic tank/lift station on lot
Absorption field on lot
Public sewer main
Sewer /septic service line
Animal containment areas
SEPTIC/HOLDING TANK ON LOT TO:
>5'
Building foundation Property line >5
Water main >10 Water service line >10'
Wells on adjacent lots >200'
ABSORPTION FIELD ON LOT TO:
Property line >10, Building foundation >10'
Water Service line >10 Surface water >100
Manhole/Access (Y/N) _
in. High water alarm level at
Meets alarm & circuit requirements?
On adjacent lots
On adjacent lots
Public sewer manhole/cleanout
Holding tank
Manure/animal excrete storage areas
Curtain drain None Noted Wells on adjacent lots >200'
F. COMMENTS
G. ENGINEER'S CERTIFICATION
i certify that l have determined through field inspections and
review of Municipal records that the above systems are in
conformance with MOA COSA guidelines in effecl:en this date...
Engineer's Printed Name Michael E. Anderson, P.E.
Date 8/31/2015
COSA brown sheet 10-10-12.doc
Absorption field >5,
Surface water >100'
Water main N/A
Driveway, parking/vehidestorage >10,
:OF.
in.
IAEL E. ANDERSON -
CE -4381 : =a
.re - g�ls.•����
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
1,3x" - 1✓F.flx2J
CERTIFICATE OF HEALTH AUTHORITY APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 051492-22 HAA # r�SnJ a t�
Expiration Date: — a 9 — O (o
1. GENERAL INFORMATION
Complete legal description Wynter Park 01, Block 2. Lot 21
Location (site address or directions) 21117 Sparkle Drive, Chugiak, AK 99567
Current Property owner(s) Patter Austin Day phone 688-1564
Mailing address
Lending agency
Mailing address
Day phone
Real Estate Agent Nancy Stahly — Country Realty Day phone 688-8500
Mailing Address
Unless otherwise requested, HAA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS:
3
3. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
4 ' 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 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 engineers 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 rites 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 KND ENGINEERING, Inc. Phone (907)6 6-61111
Address _20441 Ptarmigan Blvd., Eagle River, AK 99577
Engineer's Printed Name Kenneth M. Duffus Date 4/19/05
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 in
land 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, KND can not give any estimate of how long a
system will function satisfactory for current or future
occupants or can KND guarantee that no unseen
encroachments, deficiencies or discrepancies exist.
S. DSD SIGNATURE
_JZ Approved for _: bedrooms.
Disapproved.
Conditional approval for bedrooms, with the following
Attachments:
HAA Checklist
Septic System Advisory
Well Flow Advisory
X Maintenance Agreements
Supplemental Engineers Report
Other
WATER AND
WASTEWATER
PROGRAM
By: [/�� / �. 0 Original Certificate Date:
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: Wvttter Park $1. Block 2. Lot 21 Parcel ID: 051.492.22
A. WELL DATA
Well type Publle If A. B, or C provide PWSID 0 _ Well Log (Y/N)
Date completed _ Sanitary seal (Y/N)_ Wires properly protected (YM)
Total depth _ft. Cased to _ft. Casing height (above ground)
FROM WELL LOG AT INSPECTION
Date of test
Static water level ft. ft.
Well production 9 -p.m g,p,m,
WATER SAMPLE RESULTS:
Coliform _colonie3H00 ml. Nitrate _mgA. Other bacteria _ colonies/100 ml.
Arsenic: _ mgA. Date of sample: _ Collected by:
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material seotIdsteel fAnch. I" Date installed 8128101
Tank size 1000 gal. Number of Compartments 2. Cleanouts (YM) Y
Foundation cleanout (YM) Y_Depression over tank (YM) H -High water alarm (YRO y
Date of pumping NA - New BMW Pumper
C. ABSORPTION FIELD DATA
Date Installed 0=01
Soil rating (g.p.d./te or fe/bdnn) yz System type shallow trench
Length 53 ft. Width ,5 ft. Gravel below pipe 2.5 ft.
Total depth § ft. Eff. absorption area 4j4-fe Monitoring tube Y Depression over field N
Date of adequacy test NA - New System* Results (Pass/Fall) For _ bedrooms
Fluid depth in absorption field before test _in. Water added _ gal. New depth _in.
Elapsed Time: _min. Final fluid depth _in. Absorption rate >= g.p.d.
Any rejuvenation treatment (past 12 mo.) (YM & type) If yes, give date
D. LIFT STATION
Date installed NA Size in gallons Manhole/Access (YIN)
'Pump on' levet at —in. 'Pump off level at _ in.High water alarm level at in.
Datum Cycles tested Meets alarm 6 circuit requirements?
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tankAlft station on lot On adjacent lots
Absorption field on lot On adjacent lots
Public sewer main Public sewer manhole/cleanout
Sewer /septic service line Holding tank
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5'+ Property line _JL+ Absorption field 5'+
Water main 10'+ Water service line 10'+ Surface water 100'+
Wells on adjacent lots 200'+
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 50'+ Wells on adjacent bis '+
F. COMMENTS
G. ENGINEER'S CERTIFICATION
I car* 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 Kenneth M. DuBus
Date 04119105
HAA Fee $430.00
Date of Payment �" 7 0 .S
Receipt Number 66 %
(Rev. 12001)
Waiver Fee $
Date of Payment
Receipt Number.
Kwmwh M.
SPARKLE DRIVE
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