HomeMy WebLinkAboutGUDVEINA #1 LT 2•t
Municipality of Anchorage
Development Services Department -
Building Safety Division
On -Site Water and Wastewater Program, 4700 Elmore Road
P.O. Box 196650 Anchorage, AK 99507 Page of Z--
wviw.ra.anchorage.ak.us (907)343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number: 5 W L910 zs{ I PID Number: (9 t ?-— I & I --' r
Name: /�-
Wastewater System: ❑New Upgrade
W„ nq M a we
Morass: 60 32p 9— i
ABSORPTION FIELD
Phone: Numberof Betlrooms:
2. 2 q
l
❑ Deep Trench Lg'Shallow Trench 0 Bed ❑ Mound
LEGAL DESCRIPTION
Sail Rating:
O L4`3
[❑-�Olher
Total Depthimmoriginal 9rJ
GPD,Fe
o Ft.
Block: Lot SubtliWsion: f
on!,
Depth to pipe bottom tram original grade:
Gravel depth beneath pipe: n
ZON" L V? npE,
0 Ft.
41 V FL
Township: Range: Seaim:
Fill added above original grace:
�
Gravel Length:
! 3 f� ,
�0 FL
Ft.
Well: New [IUpgrade
Gravel Wdth: -
S, p
Numberof lines:
el�—
Distancebatween lines
Ft.
FL
Classthcation (Private, A, B, C):
Taal Depth:
Cased W.
Total absorption area:
Pipe Matenal:
I V.
/-* FL
r4 Ft.
t 3"5D { Ft'
30 3
Driller: (�
/V/^ (,j Pr, if �
Date D'fed
Y ((®l0 (
Static Water Leval:
7` 3 Ft.
Installer Nva h�
if)W R -e( 1+
Date Inst
Ir 7 0(
Yield! I
Pum�p/ Set at
Casing Height Above Ground:
TANK
5'p GPM
IRONG• Ft.
Z, O FL
SEPARATION DISTANCES
[?3 Septic ❑ Holding ❑ S.T.E.P. ❑ Other:
To
Septic
Absorption
Lift
Holding
.eIN%rJPrivate
Manus aaeyre�f /
T Ll..,
peaty:
SO
From
Tank
Field
Station
Tank
Sewer Line
a• r,nR
(2 Gal.
Well
/� (�
rQEt
/ _ /�
Material: S e
Numberm C°mpertments:
Surface Water
/nd (.f,
fe0'tC
LIFT STATION
LM Um
L
fiB IL
(.
I S r!
aaure
lie: an r
Gel.
Foundation
/
r
'Pump on' level art:'Pump aM level at: a arm at.
C' J 'f'
SO
in. in. in.
Cumin Drain
N�
*` /
Pump Make 8 M Electrical Inspections pelformo by:
•
Remarks:
BENCH MARK
Location and Dersaiptiron: ,
119 SC (.uC ( �Gbrr
'II 1
ry U "P
Assumed Elevation:
/pUr FL
Inspections performed by: KAehd f(A(.4 44 Dates: let 2� o (
Engineer's Stamp
%kN% ,
OF
.%:4s!{
z"tl Yo
r•�gE
•••.*
Development Services Department Approval
/*; 491H
Conditional Approval Date:
....
,M•.Y•%e... ........
-. MICHAEL N. ANDERSON ,�
2 J' '' _ /
�E -,9/469ll'�`�
f•, �CE-9
'f{t9fp
Reviewed and approved by: Date: �
• r,;?,r0 •�`E`t��
(Re� Wort
,l� RRFESS =�
Permit No. SWO10241
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: GUDVEINA SUBD. ADDITION NO 1, LOT 2 PID No.: 017-161-17
/ _gA5BIt
20' UTILITY E9SEMENT
i
HOUSE
a
C06
kq
�I
TAT
w
�I
�I
_C051
\ TH�2 �//
NEW 1250 TANK.
MARK
A
8
C01
8
37
CO2
79
118
TC01
85
121
TCO2
89
127
CO3
95
133
C04
97
135
C05
101
141
MT
112
156
C06
186
238
1
D2
100' WELL RADIUS \ `
ASBUILT
SCALE: 1"=50'
N.T.S.
WELL
' .......
e� .....:.... ................... ....
: MICHAEL N. ANDERSON
♦�� s' No.
-8 9 69oil
\
07/11/22002 18:49 3453287 M W DRILLING, INC PAGE 01
Job No.:
01-181
Permit No.:
SWO10241
Project No.:
N/A
M -W Drilling, Inc.
4P,0. Box 1103784 Anchorage, AK 99511♦
•907-345-4000 4 907-345-3287 Fax4
Groundwater Well As -Built & LoQ
4 Well owner: Maxwell, Donna 4 Use of WeIL Domestic
4 Legal Descdpthm: Lot 2 Gudveina fs 1
6230 Rabbit Creek Road- Anchmaee. Alaska
Construction
6HokDepth: 141' 4CashtgS&e: 6" *CasedTo. 140.39' •Materia[ A53 Steel
4Dr111 Method: Air Rotary
PA1
4 Well Compfetlon- Open end X Screen Perforated _ Method
4ScremlPerforx&ndacrl n: None
•Groat Notes: (1) Sack- No. 8 bentonite granules
4 Well Development: Method: Air surge Notes: Well flows overtop @ approx. 10 gpm.
•Suttle water leve! (SWL) +3 (above) (below) WP of casing (TOC).
• Well yidd test at 50s- gallons per mhtate (GPMygayow po he- (&Pi/) for I hours
with 1000/4 of drawdown (DD) from stalk level (SWL).
*Method. Airlift
4 Date ofcomplellon: 16 August 2001
Well Lee
•Pump INSW/'
Depth In feet from
top of cesium.
Details of formations penetrated, sin of material, color and hardness.
0
TO
2
Casing stickup
2
TO
7
7
TO
58
_
Gravelly silt:
58
TO
61
Gravel, sandy silty: damp
61
TO
110
Silty sandy gravel: dray
110
TO
130
,dry, rn _
Gravell silt
130
TO
138
Water bearing gravel and sand
138
TO
141
Sil avel
TO
_
TO
TO
TOTO
_
TO
�_
NWWA caxt>clar— _
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 / WATER SUPPLY PERMIT
Initial
Date Issued: Jul 16, 2001
Expiration Date: Jul 16, 2002
Permit Number: SWO10241 Parcel ID: 017-161-17
Legal Description: GUDVEINA #1 LT 2
Design Engineer: Sits Address: 006230 RABBIT CREEK RD
Owner Name: DONNA MAXWELL Lot Size: 110606 SQ. FT.
Owner Address: 6230 RABBIT CREEK ROAD Total Bedrooms: 4 Permit Bedrooms: 4
ANCHORAGE , AK 99516 -
This permit is for the construction of:
❑� Disposal Field ❑,/ Septic Tank n Holding Tank ❑ Privy Private Well E] 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:
Issued By:
Date:
Date:
Municipality of Anchorage
o 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 SEWERIWELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. -017 — 161 — / 7 Permit Number SW 0 / 0 2.4 /
Property owner(s) PD n K a 644 -fWel Day phone 2 2 q
Mailing address (1) A Or 623,6 r- ( go CIO ( "4 VA e -A Alt, C/ 4 S i 4
Mailing address (2) (v 2 30 RJ40,01T CRIS51k AVAD Zip Code
Legal description (Lot, Block & Sub'd.) 6011E I &O *1 S u 80. L o T 2 -
Legal
Legal description (Section, Township & Range)
Lot Size 2- -� Acres q. Ft. Number of Bedrooms
I/O 606
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 property owner or authorized agent)
Permit Fees: /-/q 10 Waiver Fees:
Date of Payment: _71(010 Date of Payment:
Receipt Number: Z q Receipt Number:
(Rev. 12100)
Michael N. Anderson, P.E.
Civil/Structural Engineering
4640 Shoshoni Avenue
Anchorage, Alaska 99516
Phone 345-3377
Fax 345-1391
July 16, 2001
Department of Health and Human Services
P.O. Box 6650
Anchorage, Alaska 99519-6650
Re: Gudvenia Subd. Addition #1 Lot 2.
To Whom it may concern:
This is a request for a well and septic permit at the above referenced location. The lot is large, 2
plus acre area, with a stream on the south side as the plot plan shows. The two peres were slow,
48 minutes per inch and 42 minutes per inch with a no water found, just stiff material. The test
holes were only excavated to 13 feet due to the stiff soils. A five wide trench will be used along
the side of the hill as the plan shows. The maximum depth of excavation will be six feet in to
the existing material and then mounded over for cover of the bed. The soils were very stiff the
deeper the hole was advanced, therefore a shallow system will be installed per the design.
This new system will not affect the future development of the neighboring properties due the
large lots and locations of the wells and septic systems. The general drainage is to the south
towards the creek.
If you have any question please call me at 345-3377
Sincere
Michael N. Anderson, P.E.
,DESIGN CRITERIA:
4 - BDRM' X 150 = 600 GPD
SOILS = 600/0.45. = 1333 SQ FT REQ'D
1333/5 X (0.5) = 133'
TRENCH:
5.3' DEEP
4' EFFECTIVE
5.0' WIDE
133' LONG
VACIA NT LANID
PROPOSED SYSTEM -
EXISTING SLOPE
APPROX. 15 TO 20%-
.t/ Np*s-\- N 5p0
SEP
J
J
3
TRENCH SECTION
N.T.S.
_/ROPD�
6 c R E K PROPSED OUSE
. u,n I; I
PROPOSED WELL
100' RADIUS
I V A C A N T L A N D
o_
U
ul
o:
m
Septic Design Prepared For
DONNA MAXWELL
LOT 2
GUDVENIA SUBDIVISION, ADDN. NO. 1
Prepared By
MICHAEL N. ANDERSON, P.E.
4640 SHOSHONI DRIVE
(907) 345-3377 / FAX (907) 345-1391
SCALE: 1"=200' JULY 16, 2001
IOUND OVER
RADE
:R FABRIC
TOCK
OF Al
ti.• ' '
;% ' 49TH •
00... •
MICHAEL N. ANDERSON : -k- /s
���i•. C 94j69
.�
y. r
O
CREEK
.RPeg`�
EPSEMEN� '
r
20' UTILITY.
EASEMENT
i
i
i
i
i
i
C.O. OR
RING NBE Nf
lot _
32
�T H#1�`
i
TH#2
DOUBLE C.O.--j
HOUSE
WELL
DOUBLE C.O.
ANEW 1,250 GALLON
�� SEPTIC TANK
\
\
\ ` \ -
PROPOSED WELL
100' RADIUS
co is 71f Pe
•A.
7 G
Septic Design Prepared For
DONNA MAXWELL -•��• OF ;4C•gs
LOT 2 ,'%'gyp:••. �-�1
GUDVENIA SUBDIVISION, ADDN. NO. 1 , �: A 9TH ''' .• r�i
Prepared By .. - . . .....
MICHAEL N. ANDERSON, P.E. • • • • • • • • •
4640 SHOSHONI DRIVE , MICHAEL N. ANDERSON : ck-
(907) 345-3377 / FAX (907) 345-1391 r�'iJ; .- CE -94 9 .: 1100
iV-
SCALE: 1"=40' JULY 16' 2001 �n:�?="^'r:�'✓,
.�E�-�ALEI�QSAL)
OF At-
-4X t
Municipality of Anchorage . r t,~.•� '••�I�' �r
DEPARTMENT OF HEALTH & HUMAN SERVICES�k: 49TH
825 "L" Street, Anchorage; Alaska 99502-0650 .. •
SOILS LOG — PERCOLATION TEST .. /���....
Z 7� • MICHAEL N. ANDERSON •�
1 / J.'.�
CE -974
PERFORMED FOR: Ing J1rIR'1�tLT'(/+ DATE PERFOR f 1' -, 0 J D�/'
LEGAL DESCRIPTION: Gi rlum4a f Lo Township, Range, Section:
DEPTH ! SLOPE SITE PLAN
(FEET)
1
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
TdK1A 191 yrsinq
G
WAS GROUND WATER
ENCOUNTERED?
S
IF YES, AT WHAT L
0
DEPTH?
P
E
Depth to Water After
Monitoring? _t11 onU Dam 2 d/
Reading Date Gross
Time
Net
Time
Depth to
Water
Net
Drop
fd / Z40
't
q0z
P /Y
l;•
b '
'L
s
92f
qL10
VC t
3o.►,,n
ttik �r
1� O
i
PERCOLATION RATE (yam (minutes/inch) PERC HOLE DIAMETER12
L
TEST RUN BETWEEN ` Z FT AND 7 ��Z FT
COMMENTS CV ti 41e,4."'4- ul�
PERFORMED BY:—Kir nct& A %i of irin I CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ab? 04C..)
72-008 (Rev. 4/85)
60 44
dft
OF At % 1, .
Municipality of Anchorage . �j~�'• •••,�9��r
DEPARTMENT CIF.HEALTH & HUMAN SERVICES *:49TH %* r
825 "L" Street, Anchorage, Alaska 99502-0650 • • • • • • • • • •
SOILS LOG — PERCOLATION TEST I • ; • • - • • • • • • : • • /
h� 1 J t C r �+ • MICHAEL DL AND 2SON .� r
�1 t �)4/f r•�
LL -
PERFORMED
PERFORMED FOR: Q�IIA a MA-FK�c �'. DATE PERFORIN�f'rl�T/O•��%A_
LEGAL DESCRIPTION: 4r0 Township, Range, Section:
DEPTH . f SLOPE SITE PLAN
(FEET) rgpntt
.1
I -N
2
d�
3-
45s74-
5-
6-
7
8-
91011 9-
10-
11
12-
le-
14-
15-
16-
17-
18-
19-
20-
COMMENTS
214151617181920COMMENTS _
L0&4w IV
P -r- P' -h
WAS GROUND WATER
17 rJo
MEMENEENNE
■■■■■■■■■■
■■■E■■■■■E
IF YES, AT WHAT
DEPTH?
Depth to Water After
Monitoring) b rnri Date:
®®®m�
. .
-ff�IM«A-Mffsnm
PERCOLATION RATE TD (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN Z FT AND 3 FT
e cu% 510 or— L. 1J
PERFORMED BY: i�A ff eleAM 1 CERTIFY THAT HIS EST WAS PERFORMED IN
ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: /v 00
72-008 (Rev. 4/85)
L � •