HomeMy WebLinkAboutCHAPEL BY THE SEA TR 1Onsite File
Chapel by the Sea
Tract 1
PID# 018-242-16
Formerly Turnagain Park Tracts 3, 4 and 5
Sep_29.2022 10:54 AM Anchorage Well & Pump Service Inc 9072430742
#0877 P 1/ 1
MUNICIPALITY OF ANCHORAGE
Development Services department Phone: 007-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
Pump Installation Log
Well Drilling Permit Number: Date of Issue-
Parcel Identification Number: 018.242 _ 1
Legal Description Block Lot Property Owner Name & Address:
CHAPEL BY THE SEA INC
CHAPEL BY THE SEA TR 1 14730 TURNAGAIN BLUFF WAY
ANCHORAGE, AK 995595
Pump Installation Date:. 09 - 28 - 2022
Pump Intake Depth Below Top of Well Casing: 100
Pump Manufacturer's Name: RED JACKET
Pump Model: O I l
IPump ,Size: 1.50 hp
feet
Pitless Adapter Burial Depth: 10 feet
Pitless Adapter Manufacturer's Name, MARTIN O N
Pitless Adapter Installer:.. .
Well Disinfected Upon Completion? X Yes 0 No
Method of Disinfection, PELLETS
Comments:
Pump Installer Name:
ANCHORAGE WELL & PUMP SERVICE
Company: 7640 KING STREET
ANCHORAGE, AK 99518
Mailing Address: 907-243-0740
City: State: Zip: T
Attention: The pump installer shall provide a. pump installation log to On-site within 30 days of pump installation.
Municipality of Anchorage
Development Services Department
Building Safety Division s • _*
On-Site Water and Wastewater Program, 4700 Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650 Pagel of 3
www.ci.anchorage.ak.us (907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number: OSP111317
PID Number: 018.242-16
Noma'pel by the Sea Inc.
Wastewater System: ❑ New ® Upgrade
Address:
0 Tur a ain Bluff Way
ABSORPTION FIELD
Phone:
Number of Bedrooms:
® Deep Trench D Shallow Trench ❑ Bed O Mound p Other:
LEGAL DESCRIPTION
Soil Rating:
Total Depth from original grade:
1.2 GPD/Ft?
12 Ft.
Block Lot: Subdivision:
Depth to pipe bottom from original grade:
Gravel depth beneath pipe:
Tract 1
Chapel by the Sea
5.0 Ft.
7.0 FL
Township: Range:
Section:
Fill added above original grade:
Gravel Length:
0 Ft.
40 Ft.
Well: El New F-1 Upgrade
Gravel ddth:
Number of lines: Distance between lines:
3 Ft.
1 Ft.
Classification (Private, A, B, C):
Total Depth:Cased
to:
Total absorption area:
Pipe Material:
ExistingClass'B'
Ft.
FL
560 Ft=
3034 PVC
Driller:
Date Drilled
Static Water Level:
Malabar:
Date Installed:
Ft.
Beek's Contracting
111312011
Yield :
Pump Set at:
Casing Height Above Ground:
TANK
GPM
FL
Fl.
SEPARATION DISTANCES
® Septic ❑ Holding ❑ S.T.E.P. ❑ Other:
To
Septic
Absorption
Lift
Holding
ublic[PnNate
Manufacturer:
Capacity:
From
Tank
Field
Station
Tank
Sever Line
Anchorage Tank
2000 Gal.
Well
214.8
218.0
50+
Material:
Steel
Number of Compartments:
2
Surf.. Water
100+
100+
LIFT STATION
Lot Line
76.6
65.6
Size:
Manufacturer:
Gal.
Foundation
9
23.7
"Pump on° level at
"Pump off' level at:
High water alarm at:
.6
in.
in.
in.
Curtain Drain
N/A
N/A
Pump Make &Model
Electrical Inspections performed by:
Remarks:
BENCH MARK
Location and Description:
Garage FF
Assumed Elevation:
100.0 Ft.
Engineer's Stamp
Inspections performed by: PANNONE ENG. SVC, LLC Dates: tat 1113/2011
11/312011
OF q��S�11
Development
2nd
IV���P�E
: �•'' �i
Services
Department Approval
i fie•49 �� �♦�I
Conditional Approval
Date:
.....5,• r..•../
f/
••
';Steven R.Pannone, i
Reviewed and approved by:
��
r ( Date: 0 -/-2,)
% No. L 8149
�1'��I l.••' �ffzi
(Rev. a4/06)
♦+, 11
\\\�••
i
EXISTING SEPTIC AREA
ilk
+\
,118.0/
"/121.5
8.6
F2
M2
\tea@ TH
214.8
WALL (E)
65.4/ 4" R.I.
PARSONAGE
2" 0 HDPE F.M. /
7' DEEP �C ,
�. .- / \ GRINDER PUMP �
IN BASEMENT
CLIFF
SIDE
o�
�< W
CLASS 'B'
WELL (E)
r
y
G
PRESERVE FIELD (P)
40LF x 3'W x 7'ED, 12'TD
-PRIMARY FIELD (P)
4OLF x 3'W x 7'ED, 1
GARAGE
'po.
"t20r iTi
008 SEPTICICTANK (P)
WITH DOUBLE CLEAN OUT y� ,
PARKING LOT
TR 1 \
ABANDONED EXISTING DRAIN FIELD
IN PLACE
—1250g SEPTIC TANK (E) \
ABANDONED PER CODE
77
SANCTUARY
NOTES:
RECORD DRAWING PANNON21 ENG SVC, LLC
P.O. BOX 100217 ANCHORAGE, AK 99510 ��p,.•
PHONE (907) 272-8218 FAX (907) 272-8211 /g,•'
j*:49TM
CHAPEL BY THE SEA, TRACT 1
CHAPEL BY THE SEA INC. S'te've'n'or
CE 8149
14730 TURNAGAIN BLUFF WAY ft Qs .•
PLAN ANCHORAGE, AK 99515
11/11/11
1t Scale
P.I.D.NO
_• / 018-242-16
j PERMIT NO.
OSP111317
Sheet
2 OF
A
B
T1
18.5
39.9
T2
12.6
27.3
DC
13.1
25.7
F1
28.6
46.9
M 1
27.6
45.8
F2
32.9
25.6
M2
30.3
25.0
i
EXISTING SEPTIC AREA
ilk
+\
,118.0/
"/121.5
8.6
F2
M2
\tea@ TH
214.8
WALL (E)
65.4/ 4" R.I.
PARSONAGE
2" 0 HDPE F.M. /
7' DEEP �C ,
�. .- / \ GRINDER PUMP �
IN BASEMENT
CLIFF
SIDE
o�
�< W
CLASS 'B'
WELL (E)
r
y
G
PRESERVE FIELD (P)
40LF x 3'W x 7'ED, 12'TD
-PRIMARY FIELD (P)
4OLF x 3'W x 7'ED, 1
GARAGE
'po.
"t20r iTi
008 SEPTICICTANK (P)
WITH DOUBLE CLEAN OUT y� ,
PARKING LOT
TR 1 \
ABANDONED EXISTING DRAIN FIELD
IN PLACE
—1250g SEPTIC TANK (E) \
ABANDONED PER CODE
77
SANCTUARY
NOTES:
RECORD DRAWING PANNON21 ENG SVC, LLC
P.O. BOX 100217 ANCHORAGE, AK 99510 ��p,.•
PHONE (907) 272-8218 FAX (907) 272-8211 /g,•'
j*:49TM
CHAPEL BY THE SEA, TRACT 1
CHAPEL BY THE SEA INC. S'te've'n'or
CE 8149
14730 TURNAGAIN BLUFF WAY ft Qs .•
PLAN ANCHORAGE, AK 99515
11/11/11
1t Scale
P.I.D.NO
_• / 018-242-16
j PERMIT NO.
OSP111317
Sheet
2 OF
SPECIAL PROVISIONS TO SPECIFICATIONS
1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF
ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF
ON-SITE WASTEWATER DISPOSAL SYSTEMS.
2. ALL WORK WAS IN ACCORDANCE WITH THE ATTACHED SPECIFICATIONS.
3. A. SCOPE OF WORK: INSTALLED NEW 2000 GALLON SEPTIC TANK, AND NEW SOIL ABSORPTION SYSTEM.
4. GROUNDWATER WAS NOT OBSERVED TO A DEPTH OF 18' AS EVIDENCED BY THE SOIL TEST HOLE. AN APPARENT WATER
TABLE WAS NOT OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 18 FEET BELOW EXISTING GRADE.
4" 0 DRAIN PIPE
o ^ FILTER FABRIC
TH-1 o DRAIN ROCK 6" ABOVE PIPE INVERT
ML 5.0
, 0.5j_
ROCK
GP/
GP
INOWATER c�
SECTION
DIP
DUCTILE IRON PIPE
TH
TEST HOLE
ILII MONITORED
FOUNDATION CLEAN OUT
T#
-18.0 80.5
0 0
w
m0
w
mm
5
Z
o m x
OFU
o x p
paU
QZ
J
¢¢yZ� Z W
2 L5 6
U
J
JU �Q
OF
EQ U
2" DIA PRESSURIZED II n.0 II -O4 n II II �4" 0 DRAIN PIPE
UNE FROM HOUSE
2000g SEPTIC TANK
DESIGN PARAMETERS
PRIMARY/RESERVE SEPTIC SYSTEM
NO. BEDROOM: 4 (600 gpd)
TANK SIZE: 2000g
PERC RATE = 1-5 MPI
SOIL RATING: 1.2 GPD/SF
AREA RQD: 500 SF
SYS. TYPE: DEEP TRENCH 7' ED
MIN LENGTH: 35.7LF
PROFILE
ABBREVIATIONS
CU
COPPER
DIP
DUCTILE IRON PIPE
TH
TEST HOLE
FC
FOUNDATION CLEAN OUT
T#
TANK CLEAN OUT NO.
C#
CLEAN OUT NO.
M#
MONITOR TUBE NO.
RI
RIGID INSULATION
DCO DOUBLE CLEAN OUT
DV DIVERTER VALVE
USED: FS FLOW SPLITTER
40 LF X 3' WIDE, 7' E.D., 12' TD F FUTURE WITHIN 5 YEARS
TOTAL AREA: 560 SF ( )
F.M. 2" FORCE MAIN
NOTES: PANNONE ENG SVC, LLC
'ORD DRAWING P.O. BOX 100217 ANCHORAGE, AK 99510
PHONE (907) 272-8218 FAX (907) 272-8211
CHAPEL BY THE SEA, TRACT 1
CHAPEL BY THE SEA INC.
14730 TURNAGAIN BLUFF WAY
DESIGN DETAILS ANCHORAGE, AK 99515
LEGEND
— W WATER LINE/
WELL RADIUS
— SS — NEW SEPTIC
FM
2" FORCE MAI
nL,9��'9,��
/11
PIC
*:*49 TH
Scale
P.I.D.TNO
Steven R. cannon;*
8-242-16
IQ.. CE 8149
s
PERMIT N0.
OSP111317
r
111j��oFEs��P`��-=
Sheet
3 OF 4
Permit Number:
Tax Code Number:
Work Type:
On-Site Wastewater Disposal System Permit
OSPl11317
01824216000
Septic
MUNICIPALITY OF ANCHORAGE
Development Services Department
On-Site Water & Wastewater Program
4700 Elmore Road, PO Box 196650
Anchorage, AK 99519-6650
Telephone: (907) 343-7904
Upgrade
Permit Effective Dates: November 01, 2011 to October 31, 2012
Design Engineer: PANNONE ENGINEERING SERVICE
Subdivision: CHAPEL BY THE SEA
Site Legal Address: CHAPEL BY THE SEATR 1 G:3033
Owner/Address: CHAPEL BY THE SEA INC
14730 TURNAGAIN BLUFF WAY ANCHORAGE AK 995154158
Site Mailing Address: 14716 TURNAGAIN BLUFF WAY, Anchorage
Lot Size in Sq Ft: 145310
Total Bedrooms: 4
This permit is for the construction of:
Y Disposal Field Y SepticTank N Holding Tank N Privy N Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services
Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either:
A. Open and Close on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By: ~
Issued By: ~Py~'~'t'U? .r~/",~.;/~/~P~'--?
UNICIPALITY
Community Development Department
Development Services Division
On-Site Water & Wastewater Program
Mayor Dan Sullivan
R d S H! , ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING
'Parcel I.D. OJ~'
Property owner(s) 4LI~,~PEL ~'¢ 'l'//&' ,.,~E',,¢ 1,4/(--. Day phone
Mailing address
Site address } L~"'/6O
Legal description (Sub'd., Block & Lot) C~//,o~/.. B'¢ 1"1.~c= ,.5~; .-.~_~,4~-r
Legal description (Township, Range & Section)
Lot Size I/.'/~ ,_~10 Sq. Ft. Number of Bedrooms
OF ANCHORAGE
Phone: 907-343-7904
Fax: 907-343-7997
THIS APPLICATION IS FOR: THIS APPLICATION IS AN:
([] all that apply)
Absorption Field ~. Initial []
Septic Tank [~ Upgrade [~
Holding Tank [] Renewal []
Privy []
Private Well []
Water Storage []
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
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.
(Sigl~rt'u~:e ~{L er or authorized agent)
/
Permit/Rush Fees: ,.~5% ,/ %'~- Waiver Fees:
Date of Payment: /C~/~% I \~ Date of Payment:
Receipt Number: C,~,~"~ ,3/, ~'~ Receipt Number:
Permit No. ~_~¢ \ \\ ,'~'~'-~ Waiver No.
G:\Building\On Site\Forms\Client Forms\Permit App_010411 .doc (Rev. 1/11 )
Pannone Engineering Services LLC
Steven R. Pannone, Principal
Re§istered Professional En§ineer
E-maih steve@panenRak.com
October 27, 2011
Municipality of Anchorage
Development Services Department
On-Site Water & Wastewater Program
4700 S. Bragaw Street
P. O. Box 196650
Anchorage, Alaska 99519
Subject:
Chapel by the Sea, Tract 1
Septic System Permit Upgrade Request
Ladies and Gentlemen:
I am writing to request a permit to construct an upgraded septic system be issued for this property. The
proposed systems will serve an existing four-bedroom house. Currently the lot is developed. The existing
system is in failure, and is located within the well radius on the lot. I am proposing that we install a
conventional wastewater system with a 2,000g septic tank to gain the extra retention time needed due to
the grinder pump/lift station located in the house. The northern most residence on the lot is served by a
private well. The 4-bedroom house that the upgraded septic system will serve and the other buildings on
the lot are served by a class 'B' well (AK2215663). The adjacent lot is served by a private well.
1. Soils. A single test hole was excavated by Pannone Engineering Service in October of 2011. See the
soil log attached. Ground water was monitored for seven days. No ground water was monitored to a
depth of 18 feet below ground level after the monitoring period. Bedrock was not encountered in the test
hole. It is my opinion, based on the results of the percolation tests and overall soils appearance; an
application rate of 1.2 gallons/day/square feet should be used for a conventional system.
Soil Absorption System Design.
a. See Sheet 2 of the design package
3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and the
existing drain field. The proposed drain field upgrade will maintain at least 100 feet from all surface water
and drainage ditches.
4. Topography: The topography in the area generally slopes to the southwest at 2 to 4%.
Mailina: P,O~ Box ::L00217~ Anchora6e, AK }951,0~,07.17
PhysicaJ: 61,5 East 82® Ave, Cuite B6~ Anchoras~% AK 99503
Telephone: (907) 272---82i8 FAX: (907) 272-8211
Page 2 of 2
5. Drawing Markings: The Drawings are marked "For MoA Review Only". When written notification
that the review is complete and that there are no further comments is received from MoA On-Site
Department, the note will be removed and "Issued for Construction" drawings will be issued.
The proposed installation will not affect the future development of the surrounding or existing lots. There
are no wells or septic systems within 100 feet of the proposed septic location.
If you have any questions or concerns, please contact me at 272-8218.
Sincerely,
Steven R. Pannone, P.E.
Owner/Civil Engineer
Attachments
Mai~ing: P,O, Bo)( 100227, Anchorage~ AK 9951G, 02!~
Physica: 6.i. 5 East 827d Ave, Suite B6, Anchorage, AK ¢}9503
Telephone: (907) 272~8218 FAX; (907) 272-821t
· ~ '"~ WELL (E)
· :, w~ ..', ~ ', + ' , 0 ..~
~ OF AL~ ~ o/2~/~ ~
FOR CONSTRUCTION P,O, BOX 100217 ANCHORAGE, AK 99510 ~ ..... ';~
~o~E (,0~) ~-8~8 ~x (,0~) ~-8~ ~&~;' ~:~t, so~,~
~,..~~ '..,,~ ~"=8o'
.. . ......... 018-242-16
~-~-. ~ o~ .'z~
14750 TURNAGAIN BLUFF WAY ~li ... Sh~e~
PLAN ANCHORAGE, AK 99515
,~~ 1 OF 4
~l/I -" W ~/~ ~ k ~RESERVE ,?ELD ~P)
//
~ EXSTNG SEPTIC AREA--
~'"',, / ~ ~ /~ ~ ~ ~~pRIMARy FIELDN(p)~
'~~ 2000g SEPTIC TANK (P)~1~
(E)
5.7
,,F k .... ~ ~OL7~~ :B:N:ON :XlSTINO DRAIN FILD
,OTIS: P~O~ ~G ~C, L~
~ , .~ Dote
~o~ co~s~c~,o~ 0.o. oox ~oo~z ,~c,o~,o~. ,~ ~o ~Zgg~.~ ~o~
~ .'a~ ~ ~ '(~'~ ~"=¢o'
CHAPEL BY THE SEA INC.
14750 TURNAGAIN BLUFF WAY ,¢~C~~9.C~ PERMIT NO.
PLAN ANCHORAGE, AK 99515 ,I~0~¢[~ Sheet
SPECIAL PROVISIONS TO SPECIFICATIONS
1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF
ANCHORAGE STANDARD SPECIFICATIONS (MASS} FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF
ON-SITE WASTEWATER DISPOSAL SYSTEMS.
2. ALL WORK SHALL BE IN ACCORDANCE WITH THE ATTACHED SPECIFICATIONS.
.3. A. SCOPE OF WORK: INSTALL NEW 2000 GALLON SEPTIC TANK, AND NEW SOIL ABSORPTION SYSTEM.
4. GROUNDWATER WAS NOT OBSERVED TO A DEPTH OF 18' AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APPARENT
WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 18 FEET BELOW EXISTING GRADE, NOTIFY THE
ENGINEER IMMEDIATELY.
/--4" 0 DRAIN PIPE
/ /--F,LTER
TH-1 ]//--DRAIN ROCK 6" ABOVE PIPE INVERT
5
7.0 ~ ~-DRAIN ROCK
GP/
GP
6.0 SECTION
NO WATER
MONITORED
o
z z z ~-~
2" DIA PRESSURIZED/--4" 0 DRAIN PIPE
LINE
FROM
HOUSE
_ _
20009 SEPTIC TANK
DEEP TRENCH - SEE DESIGN
PROFILE
DESIGN PARAMETERS ABBREVIATIONS
CU COPPER
PRIMARY/RESERVE SEPTIC SYSTEM DIP DUCTILE IRON PIPE LEG EN D
NO. BEDROOM: 4 (600 gpd} TH TEST HOLE W WATER LINE/
TANK SIZE: 2000g
PERC RATE = 1-5 MPI FC FOUNDATION CLEAN OUT WELL RADIUS
SOIL RATING: 1.2 GPD/SF T# TANK CLEAN OUT NO.
AREA RQD: 500 SF C# CLEAN OUT NO. $$ NEW SEPTIC
SYS. TYPE: DEEP TRENCH 7' ED M# MONITOR TUBE NO·
MIN LENGTH: .35.7LF R.I. RIGID INSULATION
FM 2" FORCE MAIN
DCO DOUBLE CLEAN OUT
DV DIVERTER VALVE
USE: FS FLOW SPLITTER
40 LF X .3' WIDE, 7' E.D., 12' TD F FUTURE (WITHIN 5 YEARS}
TOTAL AREA: 560 SF
F.M. 2" FORCE MAIN
NOTES: PANNONE ENO SVC, LLC
~-~ OF Al --~ Dete
FOR CONSTRUCTION p.O. BOX 100217 ANCHORAGE, AK 99510 .
PHOHE (907) 272-8218 FAX (907) 272-8211 ff~o~.:." x,,O~:.'.-~a S¢ole
~ ..... P.I.D. NO
CHAPEL BY THE SEA, TRACT 1 ~.~ "o~018-242-16
CHAPEL BY THE SEA INC.
I~¢~.'.. CE 8149 ..~_~ PERMIT NO.
TURNAGAIN LUFF'
DESIGN DETAILS ANCHORAGE, AK 99515 li~,,r~;,~:~,-n'~:.~ Sheet
,%~,~-~.~-,~. ,3 OF 4
TH-1 SOILS LOG - PERCOLATION TEST
SLOPE / /' SITE PLAN
2 -- ML BROWN SILTS
4--~ X
6 -- ~ -TH
9--
10 -- POORLY GRADED
11 GP G~VEL W/SOME
13 --
WAS GROUND WATER SLOPE
~4 -- ENCOUNTERED? N
]5 -- IF YES, AT ~AT TH
~6 ~ DEPTH? -0-' X
17 ~ DEPTH TO WATER A~R
MONITORING? ---
~ 8 DATE: 10/24/2011
BOH
DATE PERFORMED: 10/14/11 READING DATE CLOCK WATER
TIME NET TIME LEVEL NET DROP
R~DING
~ 10/14/11 8:35 5.79
2 8:42 10 MIN 11.91 6.12 (D)
3 8:43 5.79
4 8:50 10 MIN 11.91 6.12 (D)
5 8:51 5.79 -
6 8:58 10 MIN 11.91 6.12 (D)
PEROLATION ~TE 1.15 (rain/inch) PERC HOLE DIAMETER 6 inches
TEST RUN BE~EEN 6 ~AND 7
COMM~N~S: Test ho~e excavated by B~'S
~O~M~D ~: Steve~ ~. ~o~e, ~.~. ~ CER~I~ T~AT ~IS ~S~ WAS ~O~M~D IN ACCO~DANC~
WI~ A~ STA~ AND ~UNICI~A~ OUI~IN~S IN ~C~ ON T~ DA~ O~ ~HIS T~S~.
NOTES: P~O~
P.O. BOX 100217 ANCHORAGE, AK 99510
FOR
CONSTRUCTION
~0/28/~
PHONE (907) 272-8218 FAX (907) 272-8211 W"~ ~ '~ NTS
....
CHAPEL BY THE SEA, TRACT 1 ~ 018-242-16
147~0 TURNAGAIN ~LUFF WAY ii ~.. .~ OSPl11~17
SOILS LOG ANCHORAGE, AK 99515 :~" ...... '~
WATER
READING DATE CLOCK
TIME NET TIME LEVEL NET DROP
READING
1 10/14/11 8:35 5.79
2 8:42 10 MIN 11.91 6.12 (D)
3 8:43 5.79
4 8:50 10 MIN 11.91 6.12 (D)
5 8:51 5.79 -
6 8:58 10 MIN 11.91 6.12 (D)
TH-1 SOILS LOG - PERCOLATION TEST
2 -- ML BROWN SILTS
3
4 X
6 ~ ~TH
~ 0 ~ ~OORkY
GP/ SAND
11 ~ GP G~VEL W/SOME .~''
13
WAS GROUND WATER SLOPE
14 -- i ENCOUNTERED? N
~ 5 -- IF YES, AT WHAT TH
16 -- DEPTH? -0-' X
17 ~ DEPTH TO WATER A~ER
MONITORING? ---
18 DATE: 10/24/2011
BOH
DATE PERFORMED: 10/14/11 R~DING DATE CLOCK WATER
TIME NET TIME LEVEL NET DROP
READING
2 8:42 ~ 10MIN 11.91 6.12(D)
3 8:43 5.79
4 8:50 10 MIN 11.91 6.12 (D)
5 8:51 5.79
6 8:58 10 MIN 11.91 6.12 (D)
PERO~TION ~TE 1.15 (min/inch) PERC HOLE DIAMETER 6 inches
TEST RUN BE~EEN 6 ~AND 7 FT
COMMENTS: Test hole excavated by BEEK'S CONTACTING.
PERFORMED BY: Steven R. P~none, P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
REVIEwNOTES:oNLY P~O~ ~Gf. 10/26/11
MoA
P.0. BOX 100217 ANCHORAGE, AK 99510
XXXXXXXXX
READING DATE CLOCK WATER
TIME NET TIME LEVEL NET DROP
READING
~ 10/14/11 8:35 5.79
2 8:42 10 MIN 11.91 6.12 (D)
3 8:43 5.79
4 8:50 10 MIN 11.91 6.12 (D)
5 8:51 5.79
6 8:58 10 MIN 11.91 6.12 (D)
Municipality of Anchorage Page .._.[_--of
.. 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: ~tJqZ. O'3,1~, PIDNumber: °I~
Name: Wastewater System: E~New I-I Upgrade
~-,,: ABSORPTION FIELD
Phone: No, of S~ms; ~eepTrench D Shallow Trench D Bed D Mound D Other
Total ~pth from original grade:
Gravel length:
WELl-:
New
Upgrade
SEPARATION DISTANCES ~eptic a Holding a S.T.E.P.
s~,.~. ~ LI ET STATION.
Foundation I ~ O I q ~--
Cumin
Drain
BENCH MARK
Remarks:
~NGINEE~EAL
Inspections Pedormed by: [ - ~ Dates: ls~
Department of Health a~d Human Se~ices approval ~t{".. ........
'" .x30 0 30
SCALE,
6O
1' = 60 FT.
IOBBEN 5PURKLAND P.E,
203 ~ 15TH. AVENUE
ANCH. AK. 99501
TRACT $ ~LO0( I TURNAGAIN PARK
SEr' ~ TIc*~V R3V
CHAPEL ~ THE 2E~ IN~
SEPTIC SYSTEM ASDUILT
DATE, ~EC. 11, 199P
SHEET, 3/3 GRID, 3033
J Monitor 4olNCH PERF . ~
Cleon Ou~
Stondord Trench:
53' LONG TOTAL
15' £EEP
5' DF SEVER £0CK
1250 GAL T~NK
I0 ~.
Hira Fi 140
5 £eet; OF sept;lC Rock
. . Cleonou~$
_
?5.f A!o Voter, No Bedrock
[x~$t Ground
9 £~ Cover
87.42
TnBBEN SPURKLAND P,£.
203 ~/15TH. AVENUE
AK. 99501
TRACT 5 BLOCK I TURNAGAIN PARK
SECTION 22 TI2N R3~/
The lnc
~^T£, ~EC. IL 1992
~;HEET, 3/3 GRID, 3133
PAGE I OF
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 'L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT
PERMIT NUMBER:SW920313
DESIGN ENGINEER:TOBBEN SPURKLAND, P.E.
OWNER NAME:CHAPEL BY THE SEA INC
OWNER ADDRESS:14730 SEWARD HIGHWAY
ANCHORAGE, AK 99515
DATE ISSUED: 9/29/92
EXPIRATION DATE: 9/29/93
PARCEL ID:01824209
LEGAL DESCRIPTION: TURNAGAIN PARK BLK 1 TR 5
LOT SIZE: 48458 (SQ. FT.)
NUMBER OF BEDROOMS: 4 THIS PERMIT: 4
THIS PERMIT IS FOR THE CONTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK SYSTEM
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 (iSAACS0).
3. THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
DURING CONSTRUCTION, A TEST HOLE MUST BE DUG TO AT LEAST 21
FEET TO CONFIRM THE ABSENCE OF BEDROCK. THIS SYSTEM MUST BE
INSTALLED IN ACCORDANCE WITH THE APPROVED ENGINEER'S DESIGN
DATED 090392. ~ ?,.~
RECEIV'ED BY: ~? ~_~,~~~ DATE:
ISSUED BY: ~~~ - DATE:
TRACT
At~CHOR~E, ALASKA 9950i
(907) 279-19~
SEPTIC SYSTE~
BLOCE · TURN~G~ I N
CHAPEL BY THE SEA, INC.
PARK
No Ground Water er Impervious Layer to 19 ft.
Llse Standard Trench
Soil Rating. From test Duly 28, 1992
< 1 min/in = 1.2 gal/min
Filter layer not required. See design comments
and sieve analysis.
Required Area per Bedroom:
150/1.2 = 125 sq.ft..
Tank inlet 9 feet below ground surface.
8 feet of cover on tank.
Locate drainpipe 10 feet below ground.
Use 5 feet of rock.
Verify no bedrock during installation
Number of Bedrooms 4
Present System designed for 5
Replacement site required
Lengtl~ of Trench 125 x 4 / 10 = 50 ft.
Existing tank 1000 gal
Not large enough for 4 bedrooms
Replace with 10 gage 1250 gal tank.
SYSTEM CONFIGURATION
STAN.A.D TRENCH
TOTAL LENI3TH 50 FT.
TOTAL WIDTH ~ FT. ~/
TOTAL DEPTH 15 FT'~ ~
RO~K DEPTH 5 FT.
PUMP AND CRUSH EXISTING TANK
.LEAVE EXISTING CONCRETE PIT
PLACE
Septic System Design
Tract 5 Block 1, Turnagain Park
on. 1
The installation of this septic system will not prevent wells
from be 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. Pending and/or concentration of surface runoff will not
rest~lt from this installation.
The insitu material perc faster than 1 min. per inch. According
to WASTE WATER REGULATIONS Chapter 15.65 AMC 15.65.060 C. 2. a
sand filter must be installed onless the Engineer can show to the
satisfaction o~ the Department that the submitted design will
function in compliance with the intent of section 15.65.060.
The insitu material is a poorly graded silty gravely sand that
does not meet the gradation requirement for a filter sand. The
purpose of the filter sand is to slow down the percolation rate
and to insure filtration of the effluent. A absnrption pit was
installed on this lot in 1972. At that time the house served was
a two bedroom house. The soil report submitted in 1~72 as well
as the soil log for the two adjoining lots show similar soil as
the attached soil log. The absorption pit installed in 1~72 quit
working in January 1~2. This year both the tank and the pit
have been plumped several times. The fact that both the tank and
the pit fill up after pumping shows that there in no broken pipes
or blockages in the system. The cause of non performance is
organic mat build up in the soil. The filter layer is installed
in free draining soil to assure that this organic layer does
develop. The demonstrated fact that the insitu material causes a
a organic mat to form, shows that the intent of the code is being
Septic System. Design
Tract 5 Block 1, Turnagain Park
po.2
Municipality o! Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage. Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
LECAL DESCRIPTION: ~'V~,~ ,,~ ~V~
1
2
3
4-
5-
6-
7
8
9
10
13-
14-
15
16
17
18
19-,
20-
COMMENTS
Township. Range. Section: TI ~t~/ 'J~.t'~//.
SLOPE SITE 1>LAN ·
WAS GROUND WATER H ~)
ENCOUNTERED?
S
IF YES, AT WHAT ~)
DEPTH? P
E
Depth, Water After,.. ~--)~ I--,..
Moflit~rino? ~ Dat~
Cross Net Depth to Net
Reading Date Time Time Water Drop
IJ
PERCOLATION RATE ~, (m,nutes/inch) PERC HOLE DIAMETER
·
~'~...~ CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. .
72-008 (Rev.
TnBBEN SPURKLAN~q P.E.
PO3 ~ 15TH. AVENUE
ANCH. AK. 99501
TRACT 5 BLOCK I TURNAGAIIq PARK
$£C 32 TI,2Y, R3V
CHAPEL Sr rl~ ~A l~
SEPTIC SYST£H DESIGN
DATE~ S'EPE ,~ 199~
SH£ET~ 1/3 GRII~ 3832
In
Cle~%0
tlon Cle~n
N
30 0 30 60 90
%,
TBBBEN SPURKLAND P,E,
803 ~/ 15TH. AVENUE
ANCH. AK. 99501
SEPTIC SYST£NI DE~ZGN
/~ATD ST_.PT, ~4, l~
~;I-I[£T, P,"3 GRIZ), 3033
DEPARTI',IENT OF EBiVIR0:,'r. IEr~TAL I~UALITYx
3§00 TURk'%ROAD ANCHORAGE, ALASKA 99507/w'~'\ ;686
INSPECTIO~ REPORT ON-SIT£ SEWAGE DISPOSAL Si'STEM
SEPTIC TANK: / /
DISTANCE FROM WEU ~;)
LIQUID CAPACITY // ~ O ~) GALLONS.
MATERIAL
COMPARTMENTS
INSIDE LENGTH
INSIDE WIDTH
LIQUID
DEPlH
SEEPAGE SYSTEM: SEEPAGE PIT:
NUMBER OF PHS / OUTSIDE DIAMETER
OR WIDTH
, DISTANCE FROM WELL /
TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA)
LENGTH ,/~ , DEPTH
. BUILDZNG FOUNDATION
.3 ~ m. FT.
, TILE DRAIN FIELD:
DISTANCE FROM WELL ~ . NEAREST LOT LINE
NUMBER OF LINES DISTANCE BETWEEN LINES '-"---'~"'""~ENC
ABSORPTION AREA SQ. FT. JENGTH OF EACH LINE ~
DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE
~YPFT~ ~ ~ CI~ ~cll DEPTH ............. WATER
~ BUILDING FOUNDATION. S~PLE
NEAREST SEPTIC SEEPAGE
[O? [INE SEWER LINE TANK . SYSTEM CESSPOOl
TOTAL LENGTH
.. OF LINES.
IN. TOTAL E~FECTIVE
IN. ABOVE TILE
.. NEAREST
OTHER
· SOURCES
u¢ll
GREATER ANCHORAGE AREA BOROUGH
SEWAGE DISPOSAL SYSTEM ~. APPLICATION AND PERMIT
O. /-/ "~,~,~'~'/~-"--- .A,L,.G A~O,ESS. ~.C,'%'. Z'/,~' Z)'.,.D.E ~?'~-~.r~
COMPLETION DATE A,~T,CIPATED //~/(/d. /~ 1972""
FINAL IN~PECTIONf E4 HOUR HOTIC~ REQUIRED. BACKFILLING OF ANY By~I'~M INrTHOL~T FINAL IN~E~ION BY THE
MINIMUM DIITANCEB. REQUIREMENTS
FOUNDATION TO SEPTIC TANK
FOUNDATION TOJIEEPAOE PiT. T0 f~;e DRAIN FIELD
TO NEAREST LOT LINE.
WELL TO ISEP'TtC TANK _ ~"(~ /~
DIqA~N FIELD
WATER MAIN TO SEPTIC TANK _ ].0 ft ·
O.AIN F,ELD X0
ALSO CONS~DEK ^.EA WELLS.
SEEPAGE PiT ~0 ft.
SE~T~CTANK. 25 ft.. SEEPA"S PiT ]00 ft. D.^tN FIELD__50
DA,~-.' ~-- '/- 1 g" A,PL,~A,T', ,'O"^T""E,~?~/4'44 ~ .~ '
3500 TUDOR R(!AD
,A:JCHORAGE, ALASKA 99502
CASE
Performed For '-'~¢ev,~r'- Date Performed 9-2?
Leaal Descrintton:.~.~.~.~- Block / Subdivision
Th~s Form Reoorts ~olls [~fl]....~ Perc-~tion Test
qeoth
Feet Soil Characteristics
5~
6~
7~
9.
Was Ground Water Encountered?.~o,_
If Yes, At what Depth?
Reading Date
!-q---I--J-! ~ ! I ,.
L I : I , i I I i
Percolation Rate qiqute
Gross Time
Net Time
Depth to 1120
tlet Droni
/'
Proposed InstallaticT~-,': 5e~r,,,:)e Pit Pr(~i-. Field
De~.th of Inlet____ P, enth l~-j~-o-~(;m Of Pit Or Trench. ''
Cn~.'?ENTS: ~..~f/~. ~.ly,. __?_~:~,~"~~..~__re_~.~..~_- ~ ..~' .~::~,.___~'~/ /.~!'-'"""""""'~
Pa,ia Certifie,t Rv:
Date:
0 -dR2D
~ MUNICIPALITY OF ANCHORAGE
i~ DEPARTMENT OF HEALTH & ENVIRONMENTAL PRC~TECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street- Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
=~[ DISTANCE'O: I~' length Of ,,nes~ Trench --idt ~inche
~[~ Top of tile to finish grade/~ Material benealh tile tO 0 /~inches Total., ,~t,. abso.ption ..ea
OTHER
8OIL TEST RATINGI 2~ . ,
.
?2~O13IRev. 3/78)
· OI'-I--S I TE
PEF.']'IlT NO. ( 820~5 )
APPLICANT RLRSK8 ENVIRONMENTAL CO
LOCRT I ON
LEGAL
I~,ll_ml'-I I ~ I pFIL I T%-" EmF AI'.IC:HORF~GE
DEF'ARTMENT ~ HEALTH Ri'.IE:, ENVIRONMENTAL r'"~OTECTIODI ~
825 ~- STREET, ANCHORAGE, RK. 9~_J£~
264-4?20
SE~-IER PER,'1 I T
1220 H 25TH AVE. SUITE B 9950
TURNRGAIH PARK S?D TRACT 4 LOT SIZE 999999 SQURRE FEET
TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH
MRXIMUM NUMBER OF BEDROOMS = -~ SOIL RRTIHG (SO FT/BR>= 125
THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS:
DEPTH= :i.E' LE~-IGTH= .o__4 GRA%.'EL DEPTH=
THE LENGTH DIMENSION IS THE LENGTH (IN FEET> OF THE TRENCH OR DRAINFIELD.
THE DEPTH OF 8 TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE
GROUND 8ND THE BOTTOM OF THE EXCAVATION (IN FEET>.
THERE I5 NO SET I.IIDTH FOR TRENCHES.
THE GRAVEL DEPTH IS THE'MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE
8ND THE BOTTOM OF THE EXCAVATION <IN FEET>.
~:EQI_I I RED SEPT I C T~r~K S I ZE= ~g~B~ GRLLCmNS
PERMIT BPF'LICANT HAS THE RESPONSIBILITY TO IHFORM THIS DEPARTMENT DURING THE
INSTALLATION INSPECTIONS OF 8NY HELLS ADJACENT TO THIS PROPERTY 8ND THE
HUMBER OF RESIDENCES THAT THE HELL HILL SERVE.
Tl,lO ( 2 > I [~SPEgT I O[W9 PRE REQL11 F:ED --1--
BRCKFILLIHG OF ANY ~YSTEH HITHOLIT FINAL IHSPECTION RND RF'PROYRL BY THI~
DEPARTMENT I.IILL BE SUBJECT TO PRO5ECUTZON.
MINIMUD1 DISTANCE BETHEEN R HELL AND ANY ON-SITE ~EHRGE DZSPOSRL 5M~TE~
1~ FEET FOR R PRIVATE HELL OR 15~ TO 2~ FEET FROH R PUBLIC HELL DEPENDING
UPON THE T~PE OF PUBLIC HELL.
HINIHUM DISTRDICE FROM R PRIVATE H~LL TO R PRZVRTE ~EHER LINE Z~ 25 FEET AND
TO R COMD1UNITM SEWER LZNE I~ 75 FEET.
OTHER REQUIREMEHT5 MR~ APPLY. SPECIFICATIONS AND CONSTRUCTION DIRGRRr'15 ARE
RVRILRBLE TO INSURE PROPER INSTALLATION.
PERr~ I T EXF' I RES DECEF'IBER gl.
I CERTIFY THAT
l: I RM FRHILIAR HITH THE REQUIREMENTS FOR ON-SITE SEHERS AND HELLS RS SET
FORTH BY THE MUNICIPALITY OF RNCHORRGE.
2: I HILL IHSTRLL THE SYSTEM IN ACCORDANCE WITH THE CODES.
~: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE
RESIDENCE I5 REMODELED TO INCLUDE HORE THAN 3 BEDROOMS.
V4. 0
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 2644720
SOILS LOG -- PERCOLATION TEST
,,~ SmLS LOO'-
r-I PERCOLATION
TEST
PERFORMEDFOR:
LEGALDESCRIPTION:
3
4-
5-
7
8
9
DATE PERFORMED:~
SLOPE SITE PLAN
\
10-
11
13
14
15
16.
17-
18-
19-
20-
WAS GROUND WATER ~) ~.
ENCOUNTERED? O
P
E
IF YES. AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE
{minutes/inch)
TES. TRUN ETWEEN . FTAND , FT
72-008 (6/79}
'_ GREAr-'', ANCHORAGE AREA
3500 Tudor Road
Anchorage, Alaska 99507
INSPECTION REPORT ON-SITE_SEWAGE DISPOSAL SYSTEM
LOCATION --
SEPTIC TANK=
DISTANCE
FROM WELL
INSIDE LENGTH
MANUFACTURER
INSIDE WIDTH
MATERIAL
LIQUID DEPTH
NUMBER OF
COMPARTMENTS
LIQUID CAPACITY
GALLON~
TILE DRAIN FIELD:
DISTANCE FROM WELL
NUMBER OF LINES.
ABSORPTION AREA
DEPTH= TOP OF TILE TO FINISH GRADE
FOUNDATION
DISTANCE BETWEEN LINES
NEAREST LOT LINE
TOTAL LENGTH
OF LINES
,TRENCH WIDTH IN. TOTAL EFFECTIVE
SQ. PT. LENGTH OF EACH LINE
DEPTH OF FILTER
MATERIAL BENEATH TILE
.IN. ABOVE TILE IN.
WELL=
TYPE
BUILDING
FOUNDATION
CESSPOOL
APPROVED.
CONSTRUCTION
NEAREST
, LOT LINE
NEAREST
SEWER LINE
DEPTH
SEPTIC SEEPAGE
TANK ,, SYSTEM
OTHER SOURCES
DISAPPROVED.
__REMARKS
DISTANCE FROM:
DISTANCES:
INSTALLED BY:
SEWER LINE DEPTH:
PIPE MATERIAL'
LOT SLOPE:
REMARKS=
DIAGRAM OF SYSTEM
DATE ~.~, APPROVED
Form PW-027
GreaTeR ANCHOrAgE AReA bOrOUt~H
PERMIT NO
~ SEE~AC~E PIT DRAIN FIELD ~ OTHER
SOIL TEST RESULTS ~ NOel THIS PERMIT IS NOT VALID WITHOUT ~I~
SEWAGE DISPOSAL SYSTE/~ -- APPLICATION AND PE~./~...~_
SEPTIC TANK SIZE /~'~) TYPE SEEPAGE AREA SIZE TYPE
MINIMUM DISTANCES, RE;QUIRI~ME;NT~
FOUNDATION TO SEPTIC TANK
FOUNDATION TO SEEPAGE PIT
DRAIN FIELD
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION S FEET INTO UNDISTURBED SOIL.
DIAGRAM OF SYSTEM
I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE
,