HomeMy WebLinkAboutT12N R3W SEC 33 LT 51Onsite File
2N R3W Sec 33
ra=i55".x
PII)# 018 192e=18
#nly the 6 bedroombe - - +• f or r.
Municipality of Anchorage
On-Site Water and Wastewater Section o (907) 343-7904 Page 1 of 3
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP201273 PID Number: 018-192-18
Dwelling: 0 Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New 0 Upgrade
Name
Jay Marvin & Sigrid Brudie ABSORPTION FIELD
Site Address ® Dee Trench ❑ Bed
2835E 144th Ave ❑ P El Trench ❑Mound
❑ Other
Phone Number of Bedrooms Soil Rating Total depth from original grade
0.8 GPD/SF 8.0 Ft.
LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe
Subdivision Block Lot
3.0 Ft. 5.0 Ft.
51 Fill added above original grade Gravel length
Township Range Section 10 Ft. 120
12N 3W 33 Ft.
Gravel width Beds: Number of Lines Distance between lines
SEPARATION DISTANCES 2.5 Ft. n/a n/a Ft.
ToI Septic Absorption Holding Sewer Total absorption area Number of trenches Dist. between trenches
From
Tank Field Lift Station Tank Line 1,200 FFt.
t2 2 10.2
Well 100'+ 100'+ 254 TANK ❑® Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer Capacity
Surface Water 100'+ 100'+ Anchorage Tank 2000 Gal.
Material Number of compartments
Lot Line 5'+ 10+ NA steel 2
Foundation 10'+ 10'+ LIFT STATION
Manufacturer Capacity
Remarks Relocated field from plan due to Gal.
outbuilding moved by owner. Alarm location Electrical installed by
PIPE MATERIAL House to tank 3034 Tank to 3034
Installer drainfield
GLW Drainfield 3034 CO/MT3034
Inspector PES BENCH MARK (Assumed elevation) 100.0 ft
Inspection
15` 10/19/21 2nd 10/21/21 Location and description
3'd 10/26/21 4"' 10/27/21 FF of outbuilding
ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp
Conditional Approval: Date �OF ALOhu<�
GJ. .Y
. TI I .
,:.Vste.rSe tic Syste
CE 8=
Approved Date
Note: this approva oes not include well permit requirements.
(Rev osIn9/1 R)
DESIGN PARAMETERS
UPGRADE SEPTIC SYSTEM
NO. BEDROOM: 6(900 gpd)
TANK SIZE: 1750g
PERC RATE: 6-15 MPI
SOIL RATING: 0.8 GPD/SF
AREA ROD: 1,125 SF
SYS. TYPE: DEEP TRENCH 5.0'ED
MIN LENGTH: 112.5 LF
USED:
(2EA) 60LFx2.5'Wx5.0' E.D., 8.0' TD
TOTAL AREA: 1,200 SF
DESIGN PARAMETERS
RESERVE SEPTIC SYSTEM
NO. BEDROOM: 6(900 gpd)
TANK SIZE: 6BR CAT III
FERC RATE: 6-15 MPI
SOIL RATING: 5 GPD/SF
AREA ROD: 180 SF
SYS. TYPE: DEEP TRENCH 5.0'ED
MIN LENGTH: 18 LF
RE -USE EXISTING:
75LFx2.5'Wx5.0' E.D., 8.0' TD
TOTAL AREA: 750 SF
W WATER LINE /
WELL RADIUS
SS NEW SEPTIC
ABBREVIATIONS
TH
TEST HOLE
(P)
PROPOSED
(E)
EXISTING
CO
CLEAN OUT N0,
FC
FOUNDATION
CLEANOUT
FS
FLOW SPLITTER
MT
MONITOR TUBE NO.
TYP
TYPICAL
_ - - - -
W - DRAIN FIELD (E)
/ REUSE AS RESERVE AS CAT III _
/ FIELD NOT ELIGIBLE FOR COSA \
SCALE { WITHOUT CAT III TREATMENT r _
1 / TH-1 M4
1 !
NEW DRAIN FIELD Ip22 �^
/ (2EA) 6OLF x 2.5'W x 5.0'ED x 8.0'TD
INSTALLED MONITOR TUBE AND } r
{ + { \ CLEAN OUT AT EACH END /
� 1 I I RELOCATED 1 TH-2
1 \ OUTBUILDING ON BLOCKS C3 70 / (BUTERA 1998)
SEPTIC AREA (E) / -CURRENTLY N
/ 0 WATER SERVICE M ? V }
� I
COL TH ,1
T2 (BUTERA 1998)
I
DECOMMISSIONED EXISTING SEPTIC FC 1 �g Ti M _
/ TANK PER CODE I " I EXISTING INSULATED
INSTALLED NEW 2000g SEPTIC TANKPIPE UNDER DRIVEWAY
85 x\ WITH DOUBLE CLEAN OUT
INSTALLED DIVERTER
X\ I J VALVE AND FLOW SPLITTER i1P� 68R
/
( / I 'D IB HOUSE ( �\
E
O
1
zE
J I 3 1 3
I/ f 100 '
1 I
\ I
^ ✓ 95' ` ; SEPTIC AREA (E)
/33' SECTION LINE EASEMENT
W \ 1 \ M M F,,, M •�
� yy
A
B
T1
38.0
41.5
T2
48.4
55.4
DCO
50.5
58.1
DV
55.3
64.3
C1
76.1
75.9
M 1
85.3
92.7
C2
110.4
126.5
M2
109.7
126.0
C3
91.3
92.3
M3
90.3
91.6
C4
1 126.3 1
140.5 _
M4
125.2
139.4
/ 0 WATER SERVICE M ? V }
� I
COL TH ,1
T2 (BUTERA 1998)
I
DECOMMISSIONED EXISTING SEPTIC FC 1 �g Ti M _
/ TANK PER CODE I " I EXISTING INSULATED
INSTALLED NEW 2000g SEPTIC TANKPIPE UNDER DRIVEWAY
85 x\ WITH DOUBLE CLEAN OUT
INSTALLED DIVERTER
X\ I J VALVE AND FLOW SPLITTER i1P� 68R
/
( / I 'D IB HOUSE ( �\
E
O
1
zE
J I 3 1 3
I/ f 100 '
1 I
\ I
^ ✓ 95' ` ; SEPTIC AREA (E)
/33' SECTION LINE EASEMENT
W \ 1 \ M M F,,, M •�
� yy
W
/
NOTES:
PANNONE ENG SVC SLC (C.I. 1088)
P.O. BOX i807 PALd�ER, AK 99645
"" ,
'�E OF, A( '��,
REVISIONSI
RECORD DRAWING
DATE
PHONE 907) 745-8200 FAX (907 745-8201
:
��? As6 �'h,
03/15/2022
SCALE
T12N, RA Sec33, LOT 51
P.I.D. NO
DRAWN DRM
JAY MARVIN & SIGRID BRUDIE
2835 E 144th AVENUE
'" 't =
i Steven R. Pannwu
`= CE -8149-
018-192-18
PERMIT NO.
SITE PLAN
�`''�,�"�SHEET
OSP201273
ANCHORAGE, AK
........-
2 OF 3
F
DATE CLOCK
F
WATERTIME
LEVEL
READING
NET DROP
1
W
J
0
z
Q
W
F --F-
w
m
---
O
Lil
(J
p
0'
10.53
z
Q
3
z F-
z
<,:
P.I.D. NO
018-192-18
EG/FG: 99.6
---
U -1z
0
z
Lu
o
10
MIN
10.53
5.73
5
8:33
F1
3.10
97.3(FG)
6
8:43
10
MIN
96.3(OG) 96.0
4.62
94.4
8:43
� 94.2
- OR
3.10
2000G SEPTIC TANK
2
8:53
10
MIN
--T99
3.10
93.3(E/W)
93.3(E/W)
---
3.10
88.3(E/W)
88.3(E/W) GP/
GM
9:03
10
MIN
SECTION
DRY 81.0
5
9:03
---
3.10
TEST HOLE 1
OR TOPSOIL
1
2
3
a
5
6
7 GP/GM SILTY GRAVEL
8
WAS GROUND WATER
9 ENCOUNTERED? N
10 IF YES, AT WHAT
11 DEPTH? -NA-'
12 DEPTH TO WATER AFTER
MONITORING? DRY
13 DATE: 202.1-10-26
READING
DATE CLOCK
NET TIME
WATERTIME
LEVEL
READING
NET DROP
1
.10/19/21 8:15
---
REVISIONS
3.10
---
2
8:22:40
7.7
MIN
10.53
6.00
3
8:23
---
P.I.D. NO
018-192-18
3.10
---
4
8:33
10
MIN
10.53
5.73
5
8:33
---
3.10
---
6
8:43
10
MIN
10.53
4.62
1
8:43
---
3.10
---
2
8:53
10
MIN
--T99
3.10
3
8:53
---
3.10
---
4
9:03
10
MIN
9.75
2.32
5
9:03
---
3.10
---
6
9:13
10
MIN
9.63
1.94
1
9:13
---
3.10
---
2
9:23
10
MIN
9.58
1.90
3
9:23
---
3.10
---
4
9:33
10
MIN
9.57
7.91
14
15
BOH
t 6
17
18
t9
COMMENTS: Test hole excavated by GLW ENTERPRISES.
PERFORMED BY: PES. I CERTIFY THAT THIS TEST
WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL
GUIDLINES IN EFFECT ON THE DATE OF THI5 TEST.
DATE PERFORMED: 19OCT2021
SOIL TEST RESULTS/ANALYSIS
PERCOLATION RATE 5.2 (min/inch)
PERC HOLE DIAMETER 6"
TEST RUN BETWEEN 4 F7 AND 5 FT.
NOTES:
PANNONE ENG SVC LLC (C.I. 1088)
P.O. BOX 1807 PAL UER, AK 99645
PHONE (907) 745-8200 FAX (907) 745-8201
�Q•,••'•
� TH
I••••
"�ere:1 anne
od
cE 8149
3/1o/z3 ,
�
REVISIONS
DATE
03/10/2023
RECORD DRAWING
T12N, RA Sec33, LOT 51
JAY MARVIN & SIGRID BRUDIE
2835 E 144th AVENUE
ANCHORAGE, AK
SCALE
NTS
DRAWN _DRM
P.I.D. NO
018-192-18
SECTION/
SOILS LOGS
PERMIT N0.
OSP201273
SHEET
3OF3
Pannone Engineering Services LLC
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail: steve@panengak.com
Municipality of Anchorage
Development Services Department
On -Site Water & Wastewater Program
4700 Elmore Road
P. O. Box 196650
Anchorage, Alaska 99519
Subject: T12N R3W Sec 33, Lot 51
Tank Model Waiver
Ladies and Gentlemen:
We are requesting a waiver to the requirement that a tank be on the approved list for this installation. The
septic tank that was installed on the subject lot in October of 2021 is a 2,000 gallon Anchorage Tank steel
tank with a 24" riser. It is constructed of 3/16" steel and coated with the required coating inside and out.
The diameter is the same as the approved 2,500 gallon tank, subjecting this tank to the no more stress than
the approved tank. The tank on the subject lot is however shorter and made of thicker steel than the
approved tank making it substantially stronger.
If you have any questions or concerns, please contact me at 272-8218.
Sincerely,
2023-03-10
Steven R. Pannone, P.E., F. ASCE
Owner/Civil Engineer
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MUNICIPALITY OF ANCHORAGE
On -Site Water& Wastewater Program
POBox 1S8O5U 47OUElmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
Permit Number: OQP211447
Work Type: Septic Renewal
Tax Code Number: 01819218000
Site Legal Address: T12NR3VVSEC 33LT 51 G:3034
Site Mailing Address: 2835E144THAVE, Anchorage
Owner: K8ARViNJAY &
Design Engineer: PANN{}NEENGINEERING SERVICES
This permit iofor the construction of:
_
Disposal Field 2Septic Tank [] Holding Tank [] Privy
Effective Date
Expiration Date:
Lot Size in Sq Ft:
Total Bedrooms:
1O/2O/2O21
10/20/2022
El Private Well El Water Storage
All construction shall beinaccordance 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 (1 8AAC72) and Drinking Water Regulations (1 8AAC80)
3. The wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.G5.Provide notification bycalling (Q07)343'7D04(24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall beeither:
o. Opened and Closed onthe same day, or
b. Covered, sealed, and heated tnprevent freezing
Received B)
Issued By:
Oato: LLI)ZW— ZZ
I I
RU5"
MUNICIPALITY OF ANMHORAGE.
Community Development Department Phone. 907-343-7904
Development Services Division Fax: 907-343-7997
On -Site Water & Wastewater Program
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 018-192-18
Property owner(s) Jay Marvin & Sigrid Brudie Day phone
Mailina address 2835 E 144th Avenue, Anchorage, AK 99516
Site address Same
Legal description (Sub'd., Block & Lot) Lot 51
Legal description (Township, Range & Section)
T1 2N, R3W, Sec 33, Lot 51
Lot Size 108,900 Sq. Ft. Number of Bedrooms 6
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field
❑X
Initial El
Single Family (SF)
❑X
(w/wo ADU)
Septic Tank
❑X
Upgrade ❑
Duplex.(D)
❑
Holding Tank
❑
Renewal x❑
Multiple Dwellings
❑
Privy
❑
(SF and/or D)
Private Well
❑
Water Storage
❑
THIS APPLICATION INCLUDES
A VARIANCE / WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees: 1 y 5 4 67 Waiver Fees:
Date of Payment: l6z/q l Date of Payment:
Receipt Number: 0672136- Receipt Number:
Permit No. 015P2 I / y H % Waiver No.
Permit App__- :-
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211447, Deb Wockenfuss, 10/20/21
MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
http://www.muni.org/onsite
On -Site Wastewater Disposal System Permit
Permit Number: OSP201273
Work Type: Septic Upgrade
Tax Code Number: 01819218000
Site Legal Address: T1 2N R3W SEC 33 LT 51 G:3034
Site Mailing Address: 2835 E 144TH AVE, Anchorage
Owner: MARVIN JAY &
Design Engineer: PANNONE ENGINEERING SERVICES
This permit is for the construction of:
Effective Date:
Expiration Date:
Lot Size in Sq Ft:
Total Bedrooms:
r
lleI)artnient
8/13/2020
8/13/2021
108900
Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage
All construction shall be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80)
3. The wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Received By:
r
Issued By:
Date:
Date:
g
1.9
fi�fnUNIUPAUTY. OF ANCHORAGE
Community Development Department Phone: 907-343-7904
Development Services Division Fax: 907-343-7997
On -Site Water & Wastewater Program
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 018-192-18
Property owner(s) Jay Marvin & Sigrid Brudie
Mailing address 2835 E 144th Avenue, Anchorage, AK 99516
Site address Same
Day phone
Legal description (Sub'd., Block & Lot) Lot 51
Legal description (Township, Range & Section) T12N, R3W, Sec 33, Lot 51
Lot Size 108,900 Sq. Ft. Number of Bedrooms 6
APPLICATION IS FOR:
APPLICATION IS AN: TYPE OF DWELLING:
(N all that apply)
Absorption Field ❑X
Initial ❑ Single Family (SF)
❑X
(w/wo AD U)
Septic Tank ❑X
Upgrade FXDuplex
(D)
❑
Holding Tank ElRenewal
El
Multiple Dwellings
❑
Privy ❑
(SF and/or D)
Private Well ❑
Water Storage ❑
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees: I '6. Z-6- CvVIL) Waiver Fees:
Date of Payment: I d 51d 02 Date of Payment:
Receipt Number: 67 0 9 3 6 Receipt Number:
Permit No. 0-512DI2-7.3 Waiver No.
Permit App_-'-:. ::..,:c
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP201273, Deb Wockenfuss, 08/13/20
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP201273, Deb Wockenfuss, 08/13/20
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP201273, Deb Wockenfuss, 08/13/20
o�Cn
M
N 89'58 ' W 329.34' 0 r&- I S z q
LOT 57
v
gKN
Cm
X33' DEDICATED
R.O.W.
I "TH AVE
LEGEND:
33' ROADWAY AND UTILITY EASEMENT
J3' ROADWAY AND UTILITY EASEMENT
329.34'
N 89'58' W
FOUND 5/8- REBAR
•
The location at the structure(s)
HUB AND TACK
o
as shown on this record drawing
SEPTIC STANDPIPES
®
(as -built) complIsA_wPItle 21, AMC.
WATER WELL
ZA���
MONtMR TUBE
By: ..
SEWER CLEANOUT
a
Date: dezz i
EASEMENT
---
ORNEWAY
`
�v
Q`rQ
0 ...A
49TH*
............ :....0
LOUIS A. BUTERA I O
LS -9338 a�Xp�
��n� °%ssionat L
EAGLE RI VER SCALE: ' ATE: Br. SHEET- /
ENGINEERING SERVICES ASBUIL T SURVEY 1- ; 60- 11/8/00 KMS 1 I 1
P.O. Box 773294
10421 VFW Drive OWNER: Marvin ERES Project Number: 98-017
Eagle River, Alaska 99577 DESCRIPTION: Lot 51, T12N,
(907) 694-5195 FAX: (907) 694-3297 R,3W. Sec 33
CAOQ File Name: 98-017A8
I hereby certify that I have surveyed the following described property. l-ot 51, T12N, R3W, Section 33,
Anchorage Recording Precinct, Alaska, and that no encroachments exist except as indicated. It ig
the responsibility of the owner to determine the existence of any easements, covenants, or
restrictions which do not appear on the recorded subdivision plat. Under no circumstances shouad
any data hereon be used for construction of fence lines, or for establishing boundary lines. ;
c \0Wt\1 a9a\qt--a1 Toa
Municipality of Anchorage Page
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
Permit Number: ~'b./? ~o / ,~ :~ PID Number: ~'/~'1 q 7../~
"'~' ~y ~. ~,.. Wastewater System: ~New ~ Upgrade
*"~""~ ~.~,~ ~ ~ ~.,~.,.,, ~ ~ ABSORPTION FIELD
'°'"'"":~,=~ I"'"~" ~ ~ Is~''~. '' '"''~'~"°"or';'"";"~':~.~ ,, G"'""";'n~
WELL:' ~ New O Upgrade G,,~,-,m.' ~ ~, /
.
7. r ~,~ ~--~ ~'. I ~./ , TANK
SEPARATION DISTANCES I~s~p,,c c.o,~,g ~ S.T.~.P.
wen ~ / / =o ' ~/~ W~ ?~ u~,e,,~*. ~ &
s~,~. LIFT STATION
Water ~ ~/C~ ~
I
LOt
Line /~O' 7 f ' ~0 ' S,~e ,n gallOnS: ~anuflcturer:
~o~"'~"o" 3~'~' ~
Remarks: ~.~ ~..~.~.~ ~' BENCH MARK
- ENGINEER'S SEAL
Inspections performed by: ~> Dates: 1st ~-~-~~'74D~5~
Department of Health an~ H~an Se~ices approval '~%
,.,..
Permit No. SW980183
Page 2 of 2
Municipality of Anchorage
DEPARTMENT OF' HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 Anchorage, Alaska 99519-6650 ~elephone: 543-4744
On-Site Wostewoter Disposal System and/or Well Inspection Report
legol Description: LOT 51 T12N R3W SEC .33 PID No,: 01819218
N 89'58' IY 329.34' __ -. -......
TIES ~ ~,~'u.$ ~o '~ &~'",,.
,,~ lo ~otc~ ~ k~/7 ~ '"%
LOT 51 'w .? .:, -
329.34'
N 89'58' F O7/15/99
EN~NEER'~ ~AL
~ ~ ~ ~ ......... "~'~0
~,.~ ~:-'
'"' 0~'.... ct-~ ...~
~ Maxficlpali~ of Anchorage
pBn~ltNumber~Ofluue &.-/_.7_-_~ T~xldentiliCelto~l~mber - -i.
~al~&~&Wate,'Sa'~a ~'~ ~ ' ' ' ':
· i · i I ~,l~ ~,~,- t$~ F:~,,~ O~"'"'l~_li~i'~ :'--'~''l'--'l--
~1[~ .~--el C~ IlL ,
NOV 09 2000 ~ ~ _~
m.~,~ · c,pmli~ Ot AnCB ~rage
Munlclpallly of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street. Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
DATE PERFORMED:
LEGAL DESCRIPTION:
7
8
10
.12
20
COMMENTS
Township. Range, Section:
SLOPE
WAS GROUND WATER
ENCOUNTERED? ~J O
SITE PLAN
. fl '1
-ti
s
IF YES. AT WHAT
DEPTH? p
E
Oepth to Water
Mon~ring? M~.,Y Oate:
Gro;I Nit CePth to Net
Reading Cate Time Time Water Crop
y r,'~I ~o.,. ~ '~//~ I '~'
PERCOLATION RATE /O {m,nutes./mch) PERC HOLE DIAMETER ~'"
TEST RUN BETWEEN ~'"~'" FT AND ~ ~ FT
PERFORMED BY; _/~/4~ ~".j' I ~:::~'~ CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALt. STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE.; ~--/~'~o~
12-008 (Re~. 4~85)
PERFORMED FOR:
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L' Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
DATE PERFORMED:
LEGAL DESCRIPTION:
6
8
I0
$1
Township. Range, Section: "/" /'/1 ~ H,/.~.,,4cc. 73
SLOPE SITE PLAN
N
WASGROUNDWATER
ENCOUNTERED?
IF YES. AT WHAT
DEPTH?
Depth tO W~t~r
Gross Net Depth to Net
Reading Date Time Time Wate¢ Drop
y q/II Io~,~ ~ '~ I ~//~
13.
14,
15.
16.
18-
19-
20-
PERCOLATION RATE ~'° ~ (mmutes~inch) PERC HOLE DIAMETER
TEST RUN BETWEEN ~ FT AND ,,~ FT
COMMENTS
PERFORMED V:
~ CERTIFY THAT THIS TEST WAS PERF~)RMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
72-008 (Rev. 4x85~
MUNICIPALITY OF A~CHORAGE
DEPARTMENT OF HEALTH A~D HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
~NC]{ORAGE, ALASKA 99519-6650
10 I
0N-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER: SW980183
DESIGN ENGINEER:EAGLE RIVER ENGINEERING SERVICES
OWNER NAME:MARVIN JAY &
m~OKAOE m~SKA 995X6
DATE ISSUED: 6/17/98
EXPIRATION DATE: 6/17/99
PARCEL ID:01819218
LEGAL DESCRIPTION:
T12N P.3W SEC 33 LT 51
LOT SIZE: 108900 (SQ. FT.)
I~ER OF BEDROOMS: 4 THIS PERMIT: 4
THIS PERMIT IS FOR THE CONSTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
1. THE ATTACHEDAPPROVED DESIGN.
2. ALL REQUIREMENTS SPECIFIED INA NCHORAGE MUNICIPAL CODE CHAPTERS
15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL
REGULATIONS (18AAC72) AND DRINKING WATER P~EGUI~ATIONS (18AAC80}.
3. TH~ ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS
PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY
CALLING $43-4744 ( 24 HOURS ) . (NOT REQUIRED FOR WELL ONLY PERMIT)
4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL
ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING
WEATHER MUST BE EITHER:
A. OPENED AND CLOSED 0NTHE SAME DAY
B. COVERED, SEALED~/TD HEATED TO PREVENT FREEZING
5. THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
ISSUED BY:~
Eagle River Engineering Services
P.O. Box 773294
Eagle River, AK 99577-3294
Louis Butera, P.E.
(907) 694-5195 tel
(907) 694-3297 fax
May 5, 1998
Jim Cross, P.E.
Manager, On-Site Services
Municipality of Anchorage
P.O. Box 196650
Anchorage, AK 99519
Re: Lot 5 i, TI2N R3W Sec 33
Narrative & Permit Application
Dear Mr. Cross:
The proposed well and septic system will have very limited impact on adjacent properties for the
following reasons:
1. The surrounding lots are large, allowing sufficient room for septic sites.
2. Immediate neighboring septic systems are all +30' distance.
3. Reserve space is adequate, due to absorption capacity.
4. Drainage will not be affected and is not a major consideration in our design.
If you have any questions please call our office at 694-5195.
Sincerely,
Louis Butera, P.E.
~ 1997~98-017-NAR.DOC
329.34'~.. ~ "
LOT 57
I 329.34' ~
,/
~ +~ i / ~ -- TEST HO
- S~[R CL~OUT ~
NO SURFACE WATER -- - ~EM[NT ~
- PROPOSEO L~CHRELD
NO KNOWN CURTAIN D~INS - EXlS~NG L~CHRELD
W ELL / S E P TI C S I T E P LA N _~,.
OWNER: Mo~in =~." ~ l~'.~°o~
CONTRACTOR: ~. :~~ ~ .g
A EAGLE RIVER ENGINEERING SERWCES '0~ '.. ~-s~..: ~
P.O. Box 773~94 ~ .... .... ~
EAGLE RIVER, AK. 99577 ~ * o°
(907) 694-5 ~ 95 FAX: (907) 694-3297 ~a~i~**
Eagle River Engineering Services
Louis Butera, P.E.
P.O. Box 773294 (907) 694-5195 tel
Eagle River, AK 99577-3294 (907) 694-3297 fax
LEGAL:
SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM
Lot 51 TI2N R3W Sec 33
5/5/98
A. .GENERAL
I. The well and septic plan are for a single family residence only.
2. The drawing and or site plan shall be a part of this specification.
3. All materials and workmanship shall meet the Anchorage Department of tlealth and State
Department of Environmental Conservation requirements.
4. Ail soil tests are advisory to the design and are to be verified or modified in the field by the engineer.
5. All excavations and depths are advisory and are to be verified in the field by the contractor to meet
Municipality of Anchorage, Department of Environmental Conservation requirements.
6. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any
adjacent multi-family wells.
7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer
approval.
8. It is always recommended that a surveyor locate the nearest lot line position and the location of any
easements.
9. Any remaining open test hole excavations shall be filled.
B. SEPTIC TANK
I. Septic tank shall have a minimum capacity of 1250 gallons and be of MOA approved design.
C. .TRENCII
1. The trench is to follow the natural land contour to maintain uniform total depth ofthe trench bottom.
2. The bottom ofthe trench shall be level, plus or minus 1.5".
3. The total depth ofthe trench excavation is not to exceed 8' at any point.
4. The effluent line within the trench shall be laid level within 0.03'.
5. The trench gravel is to be covered with typar fabric material.
6. Soil or combination ofsoll and extruded board insulation to a depth of 3' or equivalent is to be placed
over the leachfield.
7. The area over the trench is to be finish graded to prevent ponding of surface water runoff.
8. The septic tank and leachfield must not be closer than 100' to any existing private well, 150' to any
Class "C" well, or 200 feet to any community well.
RECOMMENDED LEACtIFIELD DIMENSIONS:
TOTAL DEPTH = 8',-.."~ GRAVEL DEPTtl = 5' under pipe, 2" over pipe
TRENCtl LENGTH ={8'} TRENCH WIDTtl = 3'
SOIL RAT1NG = 0.8'-~GPD/ft2 BEDROOM CAPACITY = 4
SEPTIC TANK = 1250 gallons
Twenty-four (24) hours notice required for all inspections.
X1997~98-017-spec.doc
EAGLE RIVER
ENGINEERING SERVICES
P.O. Box 773294
Eagle River, Alaska 99577
(907) 694-5195
ERES Project No.: 98-017
Calculated By: LB
Date: 5/5/98
Legal: LOT 51 T12N R3W SEC 33
Single Family 4 Bedroom Dwelling
TEST HOLE 2
Deep Trench Subsurface Wastewater Disposal Field
Water use at 150 gallons per bedroom = 600 gallons
Percolation rate = 6.9 minutes per Inch
Wastewater application rate = 0.8 gallons per day per square foot
Required absorption area = 750 square feet
Trench width 0/V) = 3 feet
Gravel depth(D)-- 5 feet
Required length = Required absorption area / 2 / D
Required length = 750 / 2
Required length = 75 feet
Total Excavation Depth = 8.0 feet
/ 5
98-017-CAL.xls 10:02 AM5/5/98
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 O F:-H EAETH ,AUTHORiTY..AP P RO~/AL
............ I-OR ~ ,..'.'3INGLE I-'AMILY. L)WELL NC-
1.:: GENERAL INFORMATION
-.' .'.Complete leg~il.'description ~'~ .SI,
Expiration Date:.. Z"/4 - O/
.:L?cati0n (si!e..a. ddre~s Or directions) c~~:~-~s ~. e I~ (,,( ~_~ · ,.
"" '""' '' ' "
', Current. ~ .. Prope~. . Owner(s. ~ ~ ~ V I .... ':~' ~: - - Day o~" ~- O~ ~
M;ilin ad ress Jq~O ~, R~ ~ ~ ~/~ .....
Lending agency ~/~ Day phone
Mailing address
Real Estate Agent ,,vJ,~- .DaY phone
.......Mai. li_r~g Address
Unless otherwise requested, HAA will be held by DHHS for pickup. HAA picked up by:
L.~ ............................ . ~ ' ': ':'"'-,.'*"
2;
OF
BEDROOMS:
3~-TYPE OF WATER SUPPLY: ~ .... : TYPE OF WASTEWATER DISPOSAL: .........
..... Individual Well ..... ; ............ : "J~ ................ Individual On-Site ...... ~ .....
...... IndividUal Water Storage ..... [] ......... Individual Holding Tank *- []
..... Community Class Well.. [] .......... Community On-site. ..[]-. ·
Public Water System [] . Public Sewer .. · []
The Municipality of Anchb'~:age Del~artm(~nt of H6alth and Human Services iDHHS) issues Certificates of
Health Authority Approval'~HAA) based only upon the representations given in paragraph 5 by an independent
prcfesslonhl Civil engineer registered? the State 'of Alaska. Certificates cf Health Authori{y. Approval are
required.for the transfer of title (except between spouses) on properties served by a single.fa~nily on-site
w~st~ewate~ disposal and/or water supply system~ DHHS 'als0 issues HAAs Upon'retCh'est 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~eissued With new water sample resulis loses 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 (Rev. 01/00)'
STATEMENT OF INSPECTION BY ENGINEER ·
As'certified by my seal affixed hereto and as of the vahdahon date show'n below, I verify that my investigation
/b~se;d 0n procedures'o0tlined in'the Health Auihodty Al~pfo~,al Gd~dehn~'for the'Health Authodt~'.Approval /
al~p!ic~tion show that the on-site water supply and -~ :¢~:.,,:. ? :.- - -. . 'C~ /or wastewater dispersal
· .~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, su. pply 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.
Name of Firm .J.Ea~]e ]~er Engtfllee~ o. ~ez¥lces ,,J ....... Phone.r~cj q ;" ~ I c~..~
Address P.O. Box 2:13294, .E,.a~.e Ri,m~, AK 9c)522-3294 r: -,' -."~
Engineer's Printed Nam~ LOtt'LS iq. -P~+-~vo_; Date
· ' - : · · ' I'~:~.'E.~." ~'
. . . . .... ., . ~-/~~ ·
6... DHHS SIGNATURE ..... T ........... ~ ...................... ~. ~
,. '~ .... Approved for ~ bedrooms · ;¢ . -¥ ~, '.. '~, -J '.;~.;,.e_~...'~ ..
...................... ........................................ = ...... )
· . D'sapproved. · .... ~, . ..... ' ~~,,?
......... __ ._ .. ~ . _ , .....% .......
........ Cond~bonal approval for v..-' bedrooms; w~t~ the'following stipulations.
................... ~ - '. - , ,-.. ........................................................ ~,-,~- ..-~ ~r
Additional Comments ...........
HAA Checl~list /~ Maintenance Agreements
..,.,'; .Septic System Advisory -, . . - , ~ .,' Supplemental Engineer's Report ~.; ,,....
. .Well Flow Adwso~ ~ , . .... Other ...... ' .... '
By. ' ....... . .............. Original Certificate Date. '.
· .,- :.-, ..... .~3'., I.',~' .... ,,.~.1~ ...... ~,. , .............. ~ ...... J. · : ....~.
· Exp,rat, on Date: /--.-..,/~. -- (./.f;'. ..................... · ....... ,:. Reissue Date:..- ~.-... :, ..... , .... , '~ .; ..... : .... · -
.=,., ' , ' ....... ~ ..... ~-:b/', ..... " . , ~.,,.~ ...... ~,,.;., .... ¥-'"'~ ..... '"'
RECEIVED
Municipality of Anchorage NOV 0 9 2000
DEPARTMENT OF HEALTH & HUMAN SERVICES
Environmental Services Division MUNIC~PAUTY OF ANCHORAGE
825 L Street, Room 502 · Anchorage, Alaska 9950J1/~(~Bl~j~fT~4S DIVISl0N
Health Authority Approval Checklist
A. WELL DATA
If A, B,'or C, attach ADEC Istter. ADEC water system number
Date completed ~ _ ~ .~ o c~ ,~
Cased to /~-~- /
FROM WELL LOG
Date of test ~'--/~'--~*~
Static water level ~'0 "~ ~E Jc'
Wall production ~
WATER SAMPLE RESULTS:
Coliform
Date of sample: //- 4
B. SEPTIC/HOLDING TANK DATA
Foundetion.cleanout (Y/N)
Date of Pumping
c. ASSO.P O. FlEU DATA
Date ins,,,,tdd -
Length '7,~-/Width
Casing height (above ground) o~. / /
Wires properly protected (Y/N)
AT INSPECTION
~/~
g.p:n~.
Nitrate ~ :~'" '""~,~ Otber bacteria
Collected by: ,~'.
Tank size I? *~0 Number of Compartments ~ Claanoute (Y/N) ~'
Depression (Y/N) ~J High water alarm (Y/N) ~v IA
Pumper '(//'~
Soil rating ~r ~fl:)drm) · ~ System type 7-~-e-
Gravel thickness below pipe ~z-Total depth
Effecfiv~ absorption area 'Tcz~ ~'~' MonltoringTubepmsent(Y/N)
Date of adequacy test .~x/,~ ,,~-a~,~ Results(Pass/Fall)
Ruid depth in absorpfio~ fialri before test (in.);
Fluid depth ~ (ins) Minutes later:..
Peroxide Imstment (past 12 months) (Y/N)
Depression over fialri (Y/N) __
For c/
~ gal. water added (in.):
Abscrpfion rate = ~ g.p.d.
If yes, give date --
Immediately after
g.p.m.
72-026 (Rev. 3/96)*
D. ur'rs'rATiON ,,vA
Date installed J Size in gallons
Manhole/Acce~ ~)~ 'Pump on" level at*
rm level at* *Datum
'Pump off' level at*
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic/holding tank on lot
Absorption field on lot
Public sewer main /,v
Sewer/septic service line
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO:
Foundation ~ ' Property line /oe ' Absorption field. ~' /
Water main/sewloe line /-/,~ / Surface water/drainage V-/o ,~ / Wells on adjacent lots
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 7~ Building foundation z.~,.f.-
Water main/service line ~/~ ~
Surface water
Curtain drain
Driveway, parking/vehicle storage area
Wells on adjacent lots ~'/~' /
ENGINEER'S CERTIFICATION
I cerUfy Y/mt I have determined thru field inspections and review of Municfpal recon2s
in conformance with MOA HAA guidelines in effect on this date.
Signature ~ ,
Englnset's Name (_ 0 ~ I~ ~.
Date
HAA Fee $ v ~~~~~~
Date of Payment ~--.--~ '
72-026 (Rev. 3/96)*
Waiver Fee $.
Date of Payment
Receipt Number