HomeMy WebLinkAboutTURNAGAIN PARK BLK 1 TR 10Onsite File
Turnagain Park
Block 1
Tract 10
#018-242-04
Per 2010 COSA, 2002 upgrade was never
installed. 1994 trench shortened to
accommodate house addition. Septic is
only sized for 3 bedrooms.
/0 - 3)- 2,.2 @ 12.;6)2,
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
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Upgrade
Permit Number: SW020268
Legal Description: TURNAGAIN PARK BILK 9 TR 10
Date Issued: Aug 01, 2002
Expiration Date: Aug 01, 2003
Parcel ID: 018-242-04
Design Engineer: 0070 KND Engineering Site Address: 014500 OLD SEWARD HWY
Owner Name: Charles Laurence Lot Size: 44060 SQ. FT.
Owner Address: 14500 OLD SEWARD HWY Total Bedrooms: 4 Permit Bedrooms: 4
ANCHORAGE, AK 99515-4151
This permit is for the construction of:
[_]Disposal Field F/] SepticTank ❑ 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.
5. The following special provisions.
PROPERTY OWNER MUST PROVIDE THIS OFFICE WITH A PROPERTY OWNER MAINTENANCE AGREEMENT
PRIOR TO THE INSPECTION REPORT APPROVAL FROM THIS OFFICE.
Received By:
Issued By:
Date:
Date:
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. a k. us
(907) 343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 018-242-04 Permit Number SW,020 268
Property owner(s) Charles Laurence Day phone 345-3612
Mailing address
Code
Legal description (Lot, Block & Sub d) rur-oft row Po'e It 0 i/ L I o
Legal description (Section, Township & Range)
Lot Size 1.0095/43,975 Acres
q.FV
Number of Bedrooms 4
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
❑
I 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.
(Signature of properwowner or authorized agent)
Permit Fees: oca Waiver Fees:
Date of Payment: (7 Date of Payment:
Receipt Number: 7>q:) Receipt Number:
(Rev. 12/00)
T.SPURKLAND 1P. E.
203 W 15th. Avenue, Suite 203
ANCHORAGE, ALASKA 99501
(907)279-3916
Fax (907)-276-6013
SEPTIC SYSTEM DESIGN
TR10 BLOCK 1 TURNAGAIN PARK S/D
CHARLESLAURENCE
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 Bragaw Street
Anchorage, Alaska 99519-6650
November 11, 2002
We are submitting a revision to SW020268 for an upgrade of the septic system for this lot. The
owner has decided to install a standard septic system. The submittal consists of three (3) drawings
showing the present improvements on the lot and the adjoining properties, (sheet 1/3), the proposed
improvements of the lot, of which only the septic system is subject to this permit application, (sheet
2/3), and a schematic of the septic system, (sheet 3/3). Soil logs and percolation tests of applicable
test holes are also enclosed. The septic system design is based on the following :
No Ground Water or Impervious Layer to 12 ft.
Use Standard 5 -Wide Trench
Soil Rating. From Testhole 11/07/02
6 min/in = 0.8 gal per sq.ft/day
No. of Bedrooms 4
Required Area per Bedroom: 15010.8 = 187.5 sq.ft.
Total area required: 187.5 x4--750 sgft
Use 4 ft of sewer rock
Reduction Factor 0.54
Minimum Trench Length 750 *.54 / 5 = 81 ft.
Use 2-40 ft trenches
SYSTEM CONFIGURATION
STANDARD 5 -WIDE TRENCH
TOTAL LENGTH
81 FT
TOTAL WIDTH
5 FT
TOTAL DEPTH
6 FT
ROCK DEPTH
4 FT
COVER
3 FT
SEPTIC TANK
1250 GAL EXISTING
The installation of this septic system will not prevent wells and septic systems from being installed on the adjacent
lots.
There are no developed or natural surface / sub surface drainage courses on this or the adjacent lots.
The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface
runoff will not result from this installation.
TRACT 9
,
,
NEW 1RENCHty
,
.
Z0STANDARD 5—WIDE TRENCHES
40 FT LONG
1 6 TT DEEP
< FT SEWER ROCK
TH VO
0
EXISTING
1250 GAL
�SEPIIC TANK
\ \ a
DIVERTER VAL7{
EX/.,
TRACT 10
-(�- well
NO
TRACT 11
,;f-i<E. 1' = 50 FT,
I 03 W STH. AVENUE P.L. I I TR 10, BK 1 TURNA GAIN PARK I I SEPTIC SYSTEM DESIGN
ANC W AK.
AVENUE DATE: N17V 11, 2002
ANCH. AK. 99501 CHARLES LA pn mirNCE SHEET. 2 3 GRID. 3033
L9n7) 779—.1.916 lssnn n1n SFWdBO NM,NWdV �
PERMIT # SVO20268 PID # 018-242-04 TAPOII021DVG
r
Standard Trenches+
5'
Wide
40'
Long
6'
Deep
4'
Sewer rock
3'
Cover
,vu """
BENCH MARK. TOP OF WELL CASING
ASSUMED ELEV. 100,00
ITOBBEN SPURKLAND P.E. I ( TRIO, BKJ, TURNAGAIN PARK I I SEPTIC SYSTEM SCHEMATIC I
An Wrath Ave
AnSAGVON AVENUE DATE, N11V, 11, 2002
Anchorage Ak 99501 RICHARD MARSTD SHEET, .?/.? GRID. 3033
PERMIT # SWO20268 PID # 018-242-04 TAP02103DWG
Municipality of Anchorage %��P; INEEKSI&IgoVkvj0
f"
Development Services Department .k �49� •:.� �
Building Safety Division ••may«•«•«•M•• -
On -Site Water and Wastewater Program '-•
4700 South Bragaw St. •�• �� «•««
P.O. Box 196650 Anchorage, AK 99519-6650
www.cs.anchorage.ak.us 4• S C6�222! S $�
(907) 343-7904 ��.tiy • t4�'^ /
Soils Log - Percolation Test
Performed For: Ci.1A,- i{ g 11— u -C • t e– Date Performed 1®,10'7
PAYK
Legal Description: L'0* 10 3k1 t V YHL�r1at n Township, Range, Section:
Depth
1 ��/j C�✓LEt�lNILS
2-
3-
4-
o -
-
3-4
C_
Dale
Dane
_
7_
.
g;I�M gowicY
IF YES, A7 WHAT DEPTH?
o
Deplh to Water After
P
Monitoring?
E
10-
12UiCL
1-
11;t� io�4 I
13-
13%
13J T 0 M 0 i=
T
IO
1A L --L
14-
1u�
15-
I 9
16-
I
�j 10
1 7-
3
1
18-
to
q
20-
C&MMEN T S
WAS CP.OUND WATER
Dale
Dane
ENCOUNTERED?
Depth to Water
Net Drcp
IF YES, A7 WHAT DEPTH?
o
Deplh to Water After
P
Monitoring?
E
Dale:
12UiCL
L
Reading
Dale
Dane
Gross Time Net Time
Depth to Water
Net Drcp
tl-vl-aZ
P%L 30Al
t o a
:o -
3
11;t� io�4 I
13%
IO
9
1u�
3t� to
I 9
1n3
I
�j 10
Q
3
1
I
to
q
os 1n
q
► X14
PERCOLATION RATE _(riautes'rri) Y[r(I. Y.V!tUu:r.i_lor. (p
TEST RUN BETWEEN_ 4 FT AND j FT
^� I
PERFORMED EY: P, CERTIFY THAT THIS TEST N/AS
' . cJ
PERFFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFSCT OM THIS DATE DATE Irjl �B L
I
ND ENGINEERING, INC.
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
(907)696-8111
July 25, 2002
Municipality of Anchorage
Development Services Department
On -Site Water & Wastewater Program
P.O. Box 196650
Anchorage, AK 99519-6650
Subject: New sewer/well permit — Turnagain Park Block 1, Lot 10
Gentlemen:
The owner has requested we proceed forward to obtain a septic permit on the subject
lot. The owner is expanding his house and will only be utilizing a 25portion of each of
the existing trenches. The reduction in the size of the trench that is needed for the
existing house will be achieved by installing an advantex system, AX -20. Additional
bedrooms are not going to be added. The general slope of this lot is from north to
south at a grade of approximately 0-5%.
We propose to place the advantex system directly in-line with the existing system,
leaving the old tank in place. The lot is served by an individual well, located on the
eastern portion of the lot.
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,
914D Engineering
Kenneth M. Duffus, P. .
Attachments: On -Site Well and Sewer Application
Wastewater Absorption System Details/Site Plan
WELL & WASTEWATER DISP❑SAL SYSTEM DETAILS/SITE PLA
IILJILIIN LL I AILS!
4 BDRM X 150 GPD = 600 GPD
APPLICATION RATE = 6 GPD/SQ.FT.
MIN. ABSORPTION AREA = 600 GPD/ (6 GPD/SQ.FT.) = 100 SQ.FT,
100 SQ.FT. / 5' WIDE = 20' TRENCH
USE 1 TRENCH 5' W x 20' L x .5' D.
USE A PORTION OF THE EXISTING TRENCHES
SIZEi 2 R 5' W x 25' L x 0.5' D.
ORENCO PACKAGE SYSTEM;
1. INSTALL 1500 GAL SEPTIC TANK W/ INTEGRATED ADVANTEX SYSTEM -
OR TANK WILL BE SIZED PER ANCHORAGE TANK FOR A 4 BDRM RESIDENCE.
2. INSULATE TANK, EXCEPT BELOW ADVANTEX PADS TO ALLOW HEAT TRANSFER.
3. NO AIR LINE REQUIRED.
NOTES:
NO PUBLIC WELLS WITHIN 200. OF 1. INSULATE IF<4' OF COVER,
PROPOSED SYSTEM. 2. INSULATE ALL LINES, SYSTEM COMPONENTS, TRENCH AND TANK
NO PRIVATE WELLS WITHIN 200' OF
PROPOSED SYSTEM EXCEPT AS NOTED. WITH 2' HD BURIAL FOAM.
NO PRPOSEDC SYSTEMS WELL EXCEPT HAS NOTEDIN 200' , 3. ADDITIONAL FILL WILL BE ADDED OVER SYSTEM TO ACHIEVE
MIN. 3' COVER IF REQUIRED.
4. THE CONTRACTOR SHALL HAVE THE SYSTEM LAYOUT STAKED BY A
REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION.
THE CONTRACTOR SHALL VERIFY ALL SEPERATION &
SETBACK REQUIREMENTS PRIOR TO CONSTRUCTION.
�� OF `�<Q,jti , PREPARED FOR.
'�' ` CHARLES LAURENCE
14500 OLD SEWARD HWY, SCO.LE'l 1'= 100'
* L� TH * ANCHORAGE, AK.
(907) 345-3612 PAGE 1 OF 3
F
1
ICE/
CE -7118 a /
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FIELD BOOKS
COMPUTED:
BWNDARr. DRAM:
MING VBG
STAIGNQ CHECKm+
KMD
AMUILT: DATE: 7 25
DMD, FILE CND.
3033
ACAD FILE: 02055.DWG 'IDB N" 02055
ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8738
m
I
WASTEWATER DISPOSAL SYSTEM DETAILS
TURNAGAIN PARK, BLOCK 1, LOT 10
KNo
L
EXISTING 1250
AL SEPTIC TANK
s,EAVE IN PLACE
PROPOSED 15N GI
SEPTIC TANK VkT
INTEGRATED AD
TREATMENT SYSTE
(AX -20)
100' WELL I
LEAVE THE PO OF
TRENCHES T IS
ENCROAC G ON THE
PROP D ADDITION
OF AL.4
1
�*
4-q 1H *,
CE -7118 f !/,
AV
tbFESS1O�Wdgr
PREPARED FOR:
CHARLES LAURENCE
14500 OLD SEWARD HWY.
ANCHORAGE, AK.
(907) 345-3612
FIELD BOOKS
BOUNDARY: FLEMIt•
BrAKINR
ASBUILP.
DNC. FILE
ACAD FILE: nonce
COMPUTED:
DRANK:
CHECKED:
DATE.
GRID:
Joe No.: 02055
Scale: 1'= 30'
PAGE 2 OF 3
lINlBV J UJJ ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
11
Adv�nTex Treatlment System
Lop View
Plum Dns
No. Tank Opening
my (RSV)
EW View
i
��CIT,44--
OF ��5�1 PREPARED FOR:
1 CHARLES LAURENCE
14500 OLD SEWARD HWY. Sciatel NTS
*H * ANCHO345E36AK. PACE 3 OF 3
/KE
1
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FIELD BOOKS
ODMPU7EO:
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
eauNGARr. FLE ING DRANK: VBG
STAKING: CHECKED: KMD
ASGUILT DAM
7 25 02
ONIG. Fll£ GRID: 3033
(907)696-6111/FAX (907)696-81 1
ACRD Fl`02055.DWG " Nm: 02055
16T C_
Municipality of Anchorage Page I of '2 -
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL.SERVICES DIVISION
P.O. Box 196650 • Anchorage, Alaska 99519-6650 0 Telephone: 343-4744
On -Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: Sw9&i0/CLi PID Number: 0424/Z04
Name: P
C .AR Le S ANN ENCE
Wastewater System: ;9 New El Upgrade
Address:
ABSORPTION FIELD
S ' E.UR 2ccE
Phone:
�5/L '3217
No. of Bedrooms:
❑Deep Trench I&$hallOW Trench ❑Bed ❑Mound ❑Other
,te oJZ.4G•E K
LEGAL DESCRIPTION
Soil Rating:
Total Depth from original grade:
/•Z GPD/ . Ft.
5'
4s* 7-RAc7- Block: _ Subdivision:
Depth to pipe bottom from original grade:
Gravel depth beneath pipe
/O R V4C_41,U 5/1
Ft.
/ Ft.
Township:
Range:
Section:
Fill added above original grade:
Gravel length:
—�
--
0 - /' Ft.
97 Ft.
WELL: C9 New ❑Upgrade
Gravel width:
Numberoflinas:
Distance between lines:
S Ft.
2•
16 Ft.
Classification (Private, A,B,C):
Total Depth:
Cased To:
Total absorption area:
Pipe material: F910 PERF.
PR V4
RO Ft.
I 80 Ft.
SS7 SG. Ft.
.467-M P3031Y AV. 4•
Driller: s�
L7�/NE iD/2KLIA)C,
Date Drilled:
G '2 -94/
Static Water Level:
1 S3 Ft.
Installer:
Eff" //6gf6S GCruS%:
Date installed:
(o -/G -99
Yield:
I Pump Set at:Casing
Height Above Ground:
TANK
20 GPM
Ow Ft.
2. Ft.
SEPARATION
DISTANCES
IaSeptic ❑Holding ❑&T.E.P.
To
Septic
Absorption
Lift
HoldingPublic/Private
Manufacturer:
I Capacity in gallons:
From
Tank
Field
Station
Tank
Sewer Lines
O fibE NK
/25()
Welt'
/ P(, /
/ 3S �
,—
_,
,
2.5 '1'
Material:
STEEL
Number of Compartments:
1 2-
Surface
f
—
LIFT STATION
/00'+
/eo
LotSize
in gallons:
Manufacture.
Line
27 t
101
—
Foundation
/
"Pump on" level at:
"Pump off" level at:
TlIzzalarm at:
/0
/01
Curtain
NONE
KNt7
N
Pump Make &Model
Electrical Inspections performed by:
Drain
BENCH MARK
Remarks:
Location and Description:
- Irm - TO? OF G41R9GE Fl_wrz 9/.4B
Assumed Elevation:
dd• OU
- ENGINEER'S SEAL -.
a -
� f ma
S 3 S ENGINEERING�e4
•, €,
17034 Eagle River Loop Road, No. 204
i
Inspections performed by: Vagle m„ -r, etaska 99577 Dates:1 st (o -/s -94
. •>
2nd -16,
'
A. snake
Department of Healt H ervices approval
- �e„ Z`"11�'
Reviewed by: Dater
,���
and approved
72-013 (Rev. 9/91) MOA 25
Permit No. SW940 154 Page 2 of
2
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 * Anchorage, Alaska 99519-6650 9 Telephone: 343-4744
On -Site Wastewater Disposal System and/or Well Inspection Report
Legal Description TURNAGAIN PARK SUBID., BLOCK 1, TRACT 1 PID No.: 01824204
72013 A (1193('
C01 CO2
95.2'
FIN
04MT
6MT
............... ............... ...........
111TSVUTrON'
.............. .......
.......... ..........
NEW
1250 s GAL 98.4'
S.T.
.......... .............. ................ ................................... ........... . ..... ...... .....
.............. .............................
FCO
—A
23.0
B
26.5
—C
COI
27.5
26.0
CO2
34.6
27.0
A84.5' NO WATER ;FOUND
CO3
67.0
220
C04
—
39.5
25.5
O06
—
49.0
38.0
MT1 — 37.5 26.5
VT2 — 465) 3001
--- ------------ ----
.. ...........
N
NEW 1260 GAL
SEPTIC TANK
WELL.
.................... .............. ............. ... ... ..... ........
.. .. .. .. .. . . .
.......... ..............
.............
A NEW 100
4 BDJRM
HOUSE
C
FCO
cot
04
FNMNrzt L
MT
0
03
NEW DRAIN—
SCALE I" 40";
c f A. UbVOW-
14174
72013 A (1193('
07/05/9; 09:55 $
RECEIVED JUN 2 2 1991
^e-AVIAM INC WCII
DELL HOPIES P.01
STATE OF ALASKA
DVARTMENT OF NATURAL RESOURCES
DIVISION OF WATER
WATER WELL RECORD
BOROUGH So DNISION OT wBLOCK SEOTiON OtttS SECTION TOWNSHIP FAkOE MERIDIAN
� I If llt'rTo VI YrI(i 13N OF
LOCATION/SKETCH: WELL OWNER:
f
DEPTHS MEASURED FROM:❑casing top Clground surfaoe WELL DEPTH: DATE OF COMPLETION
Dapth of t;ote:, ,`�,�._--•-,.•,It
BOREHOLE DATA: Depth Depth of casing:F•� ft _�* _/-� / �/
Material Type and Color From To
�T -_—
/
I
IC./
-7 Y..
c,
DEP}{ 0 STATIC WAR LEVEL:
, �.,} it helc�h• t top of casing ❑ground surface
c'
f
METHOD OX DRILLING: [A'alr rotary FJ cablo tool
<.)/Z(i-'jAr.
y
r�—
C�
❑other —
���
dornasuc L7 irn. align 0 monitor
USE Of WELL:d
❑.publi'=supply CJ alba:•-•--...",_,-� ------
^,
_
x"{_�
CASINO $1ICK UP° It, Diam; i? in. to is ft
yj ..In.
Y
Casing type 1�"�r*to+9t
WELL INTAKE OPENINQ TYf'F:.r open end ❑ screened
Q parfo:atcd ❑ open hole
Depths of openings: to It
SCREEN TYPE:
S_lotylvlesh Size _ Length:__ it
--_—�-�
GRAVEL PACK T'r'FC:._......._.� .o....�......�.�........
-
__—
--------
Volume Usad: Depth to topes,
{/ROUT TYPE: —_� —
Dapth: from it to tt
DEVELOPMENT 1`JtETHOD
of Anch
age
Duration:_ _ y _ fl_„____
4, pslily
,apt. Healthtam &
ees
— —
PUMPING LEVEL AND YIELD,
Z f• after hr5min
pu� t m
W_p gam.- ®P
PUMP INTAKE DEPTH; _ It Horsepower: _
WELL DISINFECTED UPON COMPLETION? YES CI NO
CONTRACTOR INFORMATION/ REMARKS:
Regisiq a Business Na9lo ` w
r PLEASE MAIL WHITF COPY OF LD CI:
r ' !•<-.p '°.L _tom ` •� DNR/DIVISION OF WATER �;:
pnmuro o ut orae esprewilative pate PO BOX 77211 s
EAGLE RIVER AK 99677.2116
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW940154
DESIGN ENGINEER:S & S ENGINEERING
OWNER NAME:LAURENCE CHARLES & ANN
OWNER ADDRESS:6820 TENENA CIRCLE
ANCHORAGE, AK 99516-3217
PARCEL ID:01824204
LEGAL DESCRIPTION: TURNAGAIN PARK BLK
LOT SIZE: 44060 (SQ. FT.)
NUMBER OF BEDROOMS: 4 THIS PERMIT: 4
1 TR ]k0 I
THIS PERMIT IS FOR THE CONTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
PAGE 1 OF 1
11 `.LY
S'4nb
DATE ISSUED: 5/31/94
EXPIRATION DATE: 5/31/95
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
I
DATE:—G
DATE : s j
May 17, 1994
ROBERT SHAFER, P.E.
ROGER SHAFER, P.E.
CIVIL ENGINEERS
(907) 694-2979
FAX 694-1211
HEALTHAUTHORITY
APPROVALS Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
825 'L' Street
P.O. Box 196650
SEWER&WATER Anchorage, Alaska 99519-6650
MAIN EXTENSIONS
REFERENCE: Turnagain Park Subdivision; Tract 10
SEWER & WATER
INSPECTION
Request you issue a permit to drill a well and install a septic system
ENGINEERING STUDIES to serve the proposed four bedroom house on the referenced property.
ANDREPORTS
Two 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
WELLINSPECTION checked and found to be dry.
& FLOW TEST
This property has enough area for a future septic upgrade which can be
seen on the attached site plan. We do not anticipate any adverse
effects on neighboring properties by the installation of the proposed
SITE PLANS septic system.
If you have any questions, or require additional information for your
review, please contact us.
ROAD DESIGN
Sinc ly,
SOILTEST
PERCOLATION
TEST
STRUCTURAL&
MECHANICAL
INSPECTIONS
ON SITE
WASTEWATER
DISPOSALSYSTEM
DESIGN
, P.E.
17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER, ALASKA 99577
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(ENGINEER'S SEAL)
Municipality of Anchorage„ $#
DEPARTMENT OF HEALTH & HUMAN SERVICES a w
625 " L" Street, Anchorage, Alaska 99502-0650`
SOILS LOG - PERCOLATION TEST
a!o e
�,=� r HOAAGS
PERFORMED FOR: DATE E Ep�
LEGAL DESCRIPTION: CR. IOC FGIRNHGAIN �fNLKy�OWnship, Range, Section: C1T.�'�
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG — PERCOLATION TEST
PERFORMED FOR: BF—a— HoyDATE RFO r'
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LEGAL DESCRIPTION: IKfi
Municipality of Anchorage
• Ye Development Services Department
Building Safety Division
On -Site Water & Wastewater Program
4700 Bragaw Street
RO. Box 196650 /1
Anchorage, AK 99519-6650 % 1
www.muni.org/onsite
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 018-242-04 COSA# OSC I(' (U �1 )
1. GENERAL INFORMATION Expiration Date: 2 _ a g _/0
Complete legal description
Location (site address)
Current Property owner(s)
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing address
TURNAGAIN PARK BLOCK 1, TRACT 10
14500 OLD SEWARD HIGHWAY *ANCHORAGE, AK 99515
CHARLES & ANN LAURENCE Day phone
441-4083
14500 OLD SEWARD HIGHWAY *ANCHORAGE, AK 99515
Unless otherwise requested, COSA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 3
Day phone
Day phone
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 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, 1 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. ! 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
Engineer's Comments:
JEFFREY A. GARNESS, P.E.
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 & 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 bedrooms.
Disapproved.
Phone
337-6179
Date �;-13 )1.
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ON-SITE •:.ter
WATER AND ; m=
WASTEWATER ;
PROGRAM
Conditional approval for bedrooms, with the fIIowing stipulations: '; '•,
Attachments:
COSA Checklist
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
l�
Arsenic Advisory
Maintenance Agreements
Supplemental Engineer's Report
Other
By: L (A a l Original Certificate Date:
(Rev. 11106)
Municipality of Anchorage
• Development Services Department s
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: TURNAGAIN PARK BLOCK 1, TRACT 10 Parcel ID: 018-242-04
A. WELL DATA
Well type PRIVATE If A, B, or C provide PWSID# N/A
Date completed 6/21/94 Sanitary seal (YIN) YES
Total depth 80 ft. Cased to 80 ft.
FROM WELL LOG
Date of test 6/21/94
Static water level 53 ft.
Well production 20 g.p.m.
WATER SAMPLE RESULTS
Well Log
Wires properly protected (YIN) YES
Casing height (above ground) 12+ in.
AT INSPECTION
4/13/10
56 ft,
4.94 g.p.m.
Coliform 0 colonies/100 ml. Nitrate 1.14 mg.1L. Other bacteria 0 colonies/100 ml.
Arsenic: <5 ug./L. Date of sample: 5/4/2010 Collected by: GEG Ltd.
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material SEPTIC STEEL Date installed 6/15-16/94
Tank size 1250 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 4/13/10 Pumper MCDONALDS PUMPING
C. ABSORPTION FIELD DATA
Date installed 6/15-16/94 Soil rating .p.d./ r ft2/bdrm) 1_2 System type TRENCH
24 & 48.5
Length **72.5 TOTAL ft. Width 5 ft. Gravel below pipe 1 ft.
Total depth *6.83 ft. Eff. absorption area4� 44 ft' Monitoring tube YES Depression over field NO
Date of adequacy test 4/13/10 Results (Pass/Fail) PASS For 3 bedrooms
Fluid depth in absorption field before test DRY in. Water added 980 gal. New depth 3 in.
Elapsed Time: 98 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
**SEE ATTACHED LETTER.
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'+ On adjacent lots 100'+
Public sewer main N/A
Sewer/septic service line 25'+
Animal containment areas 50'+
Public sewer manhole/cleanout N/A
Holding tank N/A
Manure/animal excrete storage areas 100'+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5'+ Property line 5'+ 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'+ Buildingfoundation 10'+ Water main N/A
Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage *0'+
Curtain drain NONE KNOWN Wells on adjacent lots 100'+
F. COMMENTS
*SMALL PORTION OF SOUTH TRENCH IS UNDER ASPHALT DRIVEWAY.
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 Si t I I to
COSA Fee R !'r 0 Waiver Fee $
Date of Payment 5) J Date of Payment
Receipt Number —7-7 -2�, 1 Receipt Number
(Rev. 11105)
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS
May 13, 2010
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 Elmore Road,
P.O. Box 196650,
Anchorage, Ak 99519-6650
(907)343-7904
Ref: Letter in regards to Turnagain Park S/D; Block 1, Tract 10,
To whom it may concern:
The subject property is served by a septic system consisting of a dual trench type drainfield. On the attached
C.O.S.A. paperwork, the trench length is noted as 72.5 feet. One trench is 48.5 feet long and the other is 24 feet
long. The original as -built paperwork indicates 97 feet of total trench length. It is our assumption that each trench
was originally 48.5 feet long. The north drainfield was shortened to accommodate an addition to the house. GEG,
Ltd, exposed the northeast end of the north trench to confirm its length and install a cleanout at the end. The length
noted on our C.O.S.A. paperwork reflects what we found during these inspections.
If you have any qt ee ions, please contact us at 337-6179. Thank you for your assistance
M.S.
N07t: Attached is a site plan drawing, a design drawing, one soil log, which are all part of the design package for
this septic system. (Contact G.E.G. Ltd. for 7 page construction specification letter.)
3701 E. Tudor Road, Suite 101 *Anchorage, AK 99507-1259
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessengineering.corn
Page 1 of 1
Crewdson, James A.
From: Jeff Garness [Jeff@garnessengineering.com]
Sent: Monday, May 17, 2010 9:24 AM
To: Crewdson, James A.; Wockenfuss, Deborah M.; Poet, Jeff W.
Subject: Turnagain Park, B1, Tract 10 (14500 Old Seward Highway)
We submitted a COSA on 5/14/2010 for Turnagain Park, Block 1, Tract 10 (14500 Old Seward Highway).
Although we didn't note it on the COSA paperwork, the north (48.5 long) trench is full, so we only tested
the 24 foot long segment (south trench), which performed adequately.
Please call or email if you have any questions ............ Jeff
Jeffrey A. Garness, P.E., M.S.
President
Garness Engineering Group, Ltd.
3701 East Tudor Road, Suite 101
Anchorage, Alaska 99507-1259
Ph: 907-337-6179
Fax: 907-338-3246
email: jeff@garnessengineering.com
website: www.garnessengineering.com
5/18/2010
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MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH i£ 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. # ° (� a y ° HAA # 14A 9 L" 13
1. GENERAL INFORMATION - -
Complete legal description Tract 10; Skock 1; Tunnaga.in Pa)tk
Location (site address or directions)
Property owner
Se,U 1Homea
Day phone 345-2355
Mailing address 18622 Gui.Uemo.t C.inc?o Anchpnaqp, AK 99;IA
Lending agency
Mailing address.
Agent
Address
Unless otherwise requested, HAA will be held for pickup.
2. NUMBER OF BEDROOMS: 4
3. TYPE OF WATER SUPPLY:
Individual well XXX
Community well
Public water
Day phone
Day phone
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 XXX
Holding tank
Community on-site
Public sewer
NOTE: it community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
72-=(Rev.1/91) Front MOA521
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 5 & S ENGINEERING Phone 6 y — a -1 7
17034 Eagle River Loop Road DO# _
Address
Engineer's signature
6. DHHS SIGNATURE
t f Approved for
4— bedrooms.
Date 111-7 1 9�
Disapproved.
Conditional approval for bedrooms, with the following stipulations:
Additional Comments
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 orderto satisfy certain federal and state requirements. ,Empioyees 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.
74-025OW.IM) Beek MOAN41
Municipality of Anchorage
Department of Health and Human Services
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: NICT /ter �U/?NAGA/N //1t K Parcel I.D. ZIA 6 c%
A. Well Data
Well type MUA-74� If A, B, or C, attach ADEC letter. ADEC water system number -44—
Log present") —Date Date completed 6 1�/Gl'/!l 9y Driller /iE
Total depth Cased to gds Casing height
Sanitary seal (YEN) Wires properly protected (Y/N)
FROM WELL LOG
Date of test ('6-1 bq
Static water level 53
Well flow off() g.p.m.
Pump levell S 1
SEPARATION DISTANCES FROM WELL TO:
Septic/hofdiag-tank on lot /86,
M
AT INSPECTION
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On adjacent lots /DO 'i- z
Absorption field on lot / 3S ; On adjacent lots mo 'J
Public sewer main /U /,4 Public sewer manhole/cleanout /v/a
Sewer service line d Petroleum tank No?,J _
WATER SAMPLE RESULTS:
Coliform --6Leolon,4511o17,/ Nitrate 0. % / rreqlL Other bacteria O
�7 _
Date of sample: /( i`1 Collected by: S �lUist/flN�
B. SEPTICS TANK DATA
Date installed 6/ bV Tank size �aSU Compartments Z
Cleanouts (4)N) W -S Foundation cleanoutY(Y)N) Depression (Y/A /U1
High water alarm (Y/6 IU
/,J/A Alarm tested (Y/@ ��%
Date of pumping /i�Jii — IUE-W /AN Pumper N4
SEPARATION DISTANCES FROM SEPTIC/H@L"tNG TANK TO:
Well(s) on lot (86 On adjacent lots l Od ,f Foundation /U 1
To property line Absorption field 30 ('�- Water main/service line
Surface water/drainage 106
72-026(3193)'Front CONTINUED ON BACK PAGE
C. LIFT STATION h
Date installed
Manufacturer
Size in gallons \ Manhole/Acce
Vent (Y/N) "Pump on" level "Pump off" Level at
High water alarm level \��les tested
Meets MOA electrical codes (Y/ \
SEPARATION D NCE FROM LIFT STATION TO:
Wel lot On adjacent lots Surface water
D. ABSORPTION FIELD DATA
Date installed -r l id %L( Soil rating (GPD/Ftz) 142. System type wicra w,
Length f ( Width 5 ( Gravel thickness r'r Total depth 5
Total absorption area S Cleanout present &N) rf Depression over field (Y/W
Date of adequacy test �Jg , Results (pass/fail) AUAfor 4 Bedrooms
Water level in absorption field before test /U�/) After test /U/,
Peroxide treatment (past 12 months) (Y(N)) Yv If yes, give date A1%
SEPARATION DISTANCE FROM ABSORPTION FIELD TO:
Well on lot I?SrSl On adjacent lots / ori V Property line /d
To building foundation ! To existing or abandoned system on lot h/ 4
On adjacent lots ar, Cutbank t16 V Water main/service line �
Surface water 9()b'4- Driveway, parking/vehicle storage area a�,<
Curtain drain
E. ENGINEER'S CERTIFICATION
/ certify that I have checked, verified, or conformed to all MOA and HAA guidelines in
Signature d� 20t�
Engineer's Name �p 9�.e; C `
Date )) /7 `r y
HAA Fee $ v b 1� � 60
Date of Payment
Receipt Number77
72-026 (3/93)` Back
Waiver Fee $
Date of Payment
Receipt Number
SWT C. Cx7*AAY' C`
Cc -8801
............. ,\ '
inspection.