HomeMy WebLinkAboutSERTICH TR BOnsite File
Sertich
Tract B
#014-241-20
Municipality of Anchorage
On -Site Water and Wastewater Program - (907) 343-7904
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: SW960054 PID Number: 014-241-20
Page 1 of 1
Dwelling: ❑ Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ❑ New ❑ Upgrade
Name:
Pat Crabb JA
4115 East 88th Ave, Anch., AK
Phone Number of Bedrooms
907-227-5066/907-227-4427 3
LEGAL DESCRIPTION
Subdivision Block Lot
Sertich Subd, Tract B
Range Section
SEPARATION
DISTANCES
To
From
Septic
Tank
Absorption
Field
Holding
Lilt Station Tank
Sewer
Line
Well
100+'
100+'
i
NA NA
25+'
Surface water
100+'
100+'
NA NA
Lot Line
10+'
10+'
NA NA
NA
Foundation
5+'
10+'
NA NA
Curtain Drain
U K
UK
I NA NA
Remarks *3034 solid **3034 perforated
I Installer
Inspector
Inspection
dates:
Owner (Pat Crabb)
F Kenley
BSORPTION FIELD
❑ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound
❑ Other
I Rating Total depth from original grade
0.8 GPD/SF T1=10.9'; T2=9.9' Ft.
pth to pipe invert from original grade Gravel depth beneath pipe
T1=2.8'; T2=2.6' Ft. T1=8.1; T2=7.1 Ft.
added above original grade Gravel length
T1=5.0'; T2=5.0' Ft. 2 @ 42'=84' Ft.
avel width Beds: Number of Lines Distance between lines
2.5 Ft. NA NA FtJFt. tal absorption area Number of trenches Dist. between trenche
1,276 Fe 2 13'
TANK 0 Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer Capacity
Anchorage Tank 1 1,250
Material Number of compartments
Steel 2
LIFT STATION
Manufacturer lCapacity
NA
on level at 1pump off level at High water alarm at
in.1 in.1 in.
make and model Electrical Inspections performed by
PIPE MATERIAL House to tank Tank to
drainfield
Drainfield ** CO/MT */*�
BENCH MARK (Assumed elevation) 100.00 ft
1" 6/22/96 2"d 9/27/96 Location and description
3'd 10/24/97 4`h Garage slab finish floor
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL E�g�rt�e��S�mp
itional Approval:
Approved �' Ai
Approved .,� N-UJ-01,
Insoection Renort
Date
Date 6 �' foo
OF AC,�s���
,a, C
� 49 TTH
..I .. .
D lasT. Kenley
NOTE
EC'H THE FRI-IAR1AND 'HE StCuT10AR` IRENC�ES A E IN6IAELED.
__ANDS FOR CU.h.+-Cil1. Y.1, STANDS FOR MONITOR IU?
r
ABSORPTION SYSTEM PLAN (ASBUILT)
EXISTING
�•
_ DESCRIPTION
DOUBLE CLExN CUT -1
—
SEPTIC TEMS�9
ON ADJACENTTPRO SYSYSIE
14.6' 7'' ! --
200' MIN. FROM PROPOSED SYSTEM.
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13.6' I
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lti.i'. � 37. $'
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7
-----1.250 GALLON STEEL SEPTIC TANK
I 73_4'
��Flf R TRENCH C.0-2
i
65 v i v 81 A,
--
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145.00' SO'59'E
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F6 0 "1 3
10 FT. UTILITY EASEMENT,
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43.562 SQ, FT.
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NOTE
EC'H THE FRI-IAR1AND 'HE StCuT10AR` IRENC�ES A E IN6IAELED.
__ANDS FOR CU.h.+-Cil1. Y.1, STANDS FOR MONITOR IU?
r
ABSORPTION SYSTEM PLAN (ASBUILT)
SWING TIES (ASBUILT)
ITEM
( 7
_ DESCRIPTION
DOUBLE CLExN CUT -1
—
A B C ID E _�
15.11'
TAA:
14.6' 7'' ! --
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13.6' I
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i LiiUoLi_ CLEAh1 CUT -2
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B L PUIJ rlt EY IER ✓
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PRIMARY TRENCH C.0 �
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i 24.0' _3_t
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- PRIMARY TR ICM.-I.
I 73_4'
��Flf R TRENCH C.0-2
65 v i v 81 A,
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-+
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S CONDARf IRENCH C.
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�—
DOUGLAS T. KENLEY, P.E. Civil Engineer ASSUILT
M E tFMhauw arch Pdmar, Alaska 80815 (907) 748-107!
Pet Crabb
T(C t e, SP(tle>; CU}, .I i,;+ISIC'1
-rssP.r, p. 18 R ER-.
41 I East 88th A.ve. urc , AK 2 : 1 -20 S0L),U
ee 20 �z5 SF= 1 of JA
OF• At'gs��a
® 49 TH
... .. ..........
Dough Kenley �®
FFG, CE -8176
i
TANK SECTION (ASBUILT)
DOUGLAS T. KENLEY, P.E. Civil Engineer
4808 E Nottlnhr dreb Pdrtwr, Almka 848/8 W 7461073
Pa rc t. c
'r TractSSC t'h Si 'is -_----
E 88t rcf 4K p U1� 24 —20
1 � 71 e ....
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ASBUILT e . . • •
Dougl8s i. Kenley
CE -8176
S;,96005=9F�PROFESS\OOQ ®®
SH 2 of z
MONITOR TUBE — CAPPED
PIPE IS PERFORATED IN SEWER ROCK,
SOLID ABOVE.
MT - 102.
FROM SEPTIC TANK f
4' DIA. PERFORATED PIPE —
LAID LEVEL WITH HOLES DOWN.
SIDEWALL OF TRENCH
3/4• — 3' DIA. SEWER ROCK
MT - 86.2'
MT - 102.1'
— — — — — --,—
'nLTER FABRIC BULL RUN DIVERTER VALVE ,
94.9
CO -1-94.3' CO -1-94.6'
CO -2-94.3' CD -2-94.3'
Tu�rc MT - 87.2'
_TEST HOLE BOTTOM ELEVATION = 801'
GROUNDWADING ATER P ESEAY NY 1996
ESHOWED
TTETDNO
HOLE.
NOTE: CONSTRUCTION NOTES AND MATERIALS ARE TYPICAL FOR BOTH TRENCHES.
VERTICAL CONTROL = 100,00'
GARAGE SLAB
SEPTIC SYSTEM SECTION
I NTS
DOUGLAS T. KENLEY, P.E. Civil Engineer
9806 E.Ncrthrta CIRls • P.Wwe Alaska 99643 • (ROTI 745-1073
CtEN1 Pat Crabb
LEC4L Tract B, Sertich Subdivision
ADDRESS:P.I.D. NUMBER:
4115 East 88th Ave. Anch., AK 014-241 -20
DATE: 2/20/20 1CHECKED: 0TK DAWN: FK scA1.E: NTS JOB NuuBER: 97000
ASBUILT
'— SW960054
SHEET 3 of 3
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Douglas T. Kenley
6, • , CE -8176 .,4.q
J' ' .Zr' 2^5. '�c�
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PROFESS00
Engineer:
Legal Description
Parcel ID:
Permit:
Municipality of nc®rage
On -Site Water and Wastewater Program
P.O. Box 196550 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
http://www.mun i _orglortsite
Review Comments
CRABB PATRICK D & DEANNA H
SERTICH TR B
01424120000
SW960054 WellSeptic
Report Type: As Built Review
t
lleparIIIIcttt
1/28/2020
Completed By: R.Carroll
The application has been reviewed and the following comments have been generated. These are to be satisfactorily
addressed prior to MOA approval:
1. For trench 2 (T2), the "Depth to pipe invert from original grade" plus the "Gravel depth beneath pipe" doesn't equal
"Total depth from original grade." Please address.
2. Please enter total absorption area on the inspection report form.
3. Please confirm swing tie distances "B" to points 6 through 11.
4. The west ends of the drainfields measure closer to 10 ft apart. A minimum 14 ft was required. Please address.
5. An as -built survey on file (dated April 29, 1998) has the well less than 100 ft from the septic tank. Please address.
6. Please note the groundwater level observed (i.e. dry) and date of monitoring on the section drawing.
Responses to above comments by Douglas Kenley, P.E. on 2-20-2020: ..,y
9. Corrected. See revised drawings dated 2-20-2020.
2. Added. See revised drawings dated 2-20-2020.
3. Minor changes (02 feet max) were made to three swing ties. See revised drawing dated 2-20-2020.
4. The close proximity of the two trenches was an oversight during construction. One trench is primary and the other
is secondary trench separated by a diverter valve. Only the primary trench has been operated since construction.
The secondary trench will only be operated in the event the primary trench fails. Please advise if this is acceptable.
5. The distance between the well and the nearest cleanout on the tank is 903 feet. Accounting for the one foot
distance between the end of the tank and the cleanout the separation between the well and tank is 902 feet
minimum. The as -built survey must be in error or not to scale.
6. Date and status of groundwater in the test hole has been provided on the revised drawings dated 2-20-2020.
End of Responses.
I
ictal Grilled - 120'
Casing Length - 7-13'
0' 10' Silt aM wands —`
-10'- 30'- Sands vtlith small gravel
3Q' - 35' - Silty find sand
:35'- 73'- Silt with small gravel
73'- tf8'- Water with sands and grave
78'- Fj'3'- Sand and gravel, possible silt tense 7bc
o e
Unable to pull casing east this depth
100`- Sand and gravel
00'- 120'- Silt with small gravel
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THOSE SHOWN ON THE RECORDED
PLAT ARE NOT SHOWN HEREON.
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I hereby certify that I have surveyed the following
described property: 7—tC,4 G7" r
Anchorage Recording Precinct, Alaska, and that the
improvements situated thereon are within the property
lines and do not overlap or encroach on the property
lying adjacent thereto, that no improvements on prop-
erty lying adjacent thereto encroach on the premises in
question and that there are no roadways, transmission
lines or other visible easements on said property except
as indicated hereon:
Dated atAnchorage, Alaska
this���gq"day ofd r'R /,L 19_
FRED NVALATKA & ASSOCIATES
Engineers and Surveyors
'ci ality ®f Anchorage
Department of Health and Human Services
825 U' Street
Rick Mystrom, P.O. Box 196650 Anchorage, Alaska 99519-6650
Mayor
343-4744
June 3, 1997
Patrick D & Deanna H Crabb
8051 Cranberry Street #5
Anchorage, Alaska 99502 4445
Subject: Tract B Sertich Subdivision
Permit #SW960054, PID #014-241-20
The subject permit, issued April 22, 1996 by this office for a
single family well and/or on-site wastewater system, has
expired as of April 22, 1997.
A new permit must be obtained from this office for a well
and/or on-site wastewater system NOT installed by the
expiration date.
If you have drilled the well, a well log must be sent to
this office for documentation of the installation and to
close the permit.
If a licensed Professional Engineer has inspected the
installation of the on-site wastewater system, the original
as -built inspection report must be sent to this office for
review, approval and documentation. All inspection reports
must be submitted within 30 days of construction completion.
When applying for a new permit, the fees are: $320.00 for an
on-site wastewater permit; $120.00 for a well permit and
$440.00 for a combined on-site wastewater and well permit.
If you have any questions, please call this office at 343-4744.
Sin e ely,
W C V
Jam s Cross, P.E.
Pro 'ram Manager
On-site Services
ens_ Copy of Permit
CC: Douglas T. Kenley, P.E.
AMA Caff
PAGE 1 OF 1
A, MUNICIPALITY OF ANCHORAGE nC�LS�
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650 l-
ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT nKl\
PERMIT NUMBER:SW960054
DESIGN ENGINEER:DOUGLAS T. KENLEY, P.E.
OWNER NAME:CRABB PATRICK D & DEANNA H
OWNER ADDRESS:8051 CRANBERRY #5
ANCHORAGE, AK. 99502
PARCEL ID:01424120
LEGAL DESCRIPTION:
SERTICH TR B
LOT SIZE: 43562 (SQ. FT.)
NUMBER OF BEDROOMS: 3 THIS PERMIT: 3
THIS PERMIT IS FOR THE CONSTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
l
DATE ISSUED: 4/22/96
EXPIRATION DATE: 4/22/97
/j L�D p Y1
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 ) (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 ON THE SAME DAY
B. COVERED, SEALED AND HEATED TO PREVENT FREEZING
5. THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
TOTAL DEPTH OF TRENCH MUST NOT EXCEED 7.5FT.
RECEIVED
ISSUED BY
B : G DATE:
n vvv�GL�t�� DATE:
�e%a�io✓1 C� ��enchl�s)
-panl� / ad
opproved 9/3197
Douglas T. Kenley. P.E. 9960 East Puffin Drive Palmer. Alaska 99645 (907) 746-1076
August 21, 1997
RECEIVED
AUG 28 1997
Mr. James Cross Municipality of Anchorage
Municipality of Anchorage Dept. Health & Human Services
Health & Human Services
On-site Services
Re: On site well and wastewater disposal system permit #SW960054, issued
April 22, 1996.
Owner: Mr. Pat Crabb
8051 Cranberry #5
Anchorage, Alaska 99502
Legal: Tract B, Sertich Subdivision
Anchorage, Alaska
Dear Mr. Cross:
On November 5, 1995, two test holes were dug to determine ground water, possible bedrock
levels, and percolation results. No ground water was observed in either test hole
after the seven-day waiting period.
A septic system design was submitted to your office on April 1, 1996, which was reviewed by
Mr. James Williams. A restriction was placed on the design stating that the total depth could be
no more than 7.5' because Mr. Williams, in a subsequent inspection found ground water present
in test hole #1. An inspection was made by my office after Mr. William's visit and no ground
water was found, but it was noted that the monitor tube had a built-up of frost in the upper
portion of the tube.
On May 11, 1996, a third test hole was dug because the owner wanted to move the location of
the proposed house. No ground water was detected on this location either. This monitor tube is
still in place and can be measured for ground water.
Three readings have been taken since August 15, 1997, and no water has been detected;
therefore, I am requesting that your office review this new design and consider it for two 2' x 7'
x 41' primary and secondary trenches with a Bull Run diverter valve installed.
The septic tank and well were installed in July of 1996. The house is presently in the framing
stage with the owner doing a substantial amount of the work. This is the reason for the long
delay in the construction phases.
If there should be any questions concerning the design, percolation rate or characteristics of the
new site, please call me at (907) 746-1073 or 243-5372.
Sincerely,
1,,-, T
Douglas T. Kenley, P.E.
PE#8176
Douglas T Kenley, P E HC01 Box 6034 Palmer Alaska 99645 (907) 746-1073
March 16, 1996
Mr. Pat Crabb
Tract B, Sertich Subdivision
Anchorage, Alaska
PERCOLATION TEST RESULTS
AND
GENERAL SITE INVESTIGATION REPORT
On November 4th and 5th, 1995, the above -referenced 43,562 square foot site was
inspected in conjunction with soil perk tests being performed for application and approval
for the installation of an on-site waste water disposal system.
The site is located at the northwest corner of 88th Avenue and Abbott Loop Road. The
lot drops off from the road level on the east and south side to a depth of one to four feet.
The immediate area that has beeen selected for the wastewater disposal system has an
average slope of 2%. The site is moderately treed with birch, spruce and alders. The
spruce trees are unusally large, indicating average to good soil conditions.
On-site observation and physical survey show that there are no water wells nor private
wastewater disposal systems within a 100' radius of the proposed system. No surface
water was observed at the time of the inspection, and it appears that there is no potential
for contamination of adjacent water wells or streams.
The proposed well and septic system have been designed to minimize impacts to the
adjacent properties. The parcel to the west has a well and septic system installed. Both
are outside the 100' protective radius of the proposed well. There is ample space
remaining on the property to the west for a replacement septic system. It is a five acre
parcel with just one residence on it to date. The property to the north is 297'x 282', with
a house situated on the north end of the property 21 feet from the lot line. (See attached
sheet.)
To: James P. Williams
From : Patrick & Deanna Crabb
RECEIVED
JUN 3 1996
Municipality of Anchorage
Dept, Health & Human Services
This letter is regarding an installation
of a septic system.
I have 3$ hrs. of time on the Catapiller 312
excavator which I will be using and 56 hrs. on the Kubota
front end loader. I have the engineers drawings to follow
the proposed plan. I will install the disposal field,
septic tank the way the engineer designed. I will
follow all of the M.O.A.s guidelines and codes.
Thank You.
Patrick Crabb
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PERFORMED
LEGAL DESCRIPTION:
DEPTH
FEE
( T)
1
2-
••
Net
Time
Depth to
Water
Net
Drop
■■■■■■■N
3-
34
■
4-
5
5
6
n
7
8-
9-
9
MENE■NN
NM.
10-
1011
11
0
12
13-
C9
14
C
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG — PERCOLATION TEST
GIQIEER'W q r,
6
.�.__
'{�'L :.tee .•
DATE PER FORMED�Y�9. v
S�«iCs/75ZTownship, Range, Section:
SLOPE SITE PLAN
6 m �OT`ioH
15-
16-
17-
18-
19-
20-
COMMENTS
516 17181920
COMMENTS
WAS GROUND WATER Ja
ENCOUNTERED?
S
L
IF YES, AT WHAT O
DEPTH? P
E
Depth to Water Atter
Monitoring? t4— Date: <�2
/-� 2
Reading Date
■■■■■■M.
Net
Time
Depth to
Water
Net
Drop
■■■■■■■N
■
N■■WO■E.■N
MENE■NN
NM.
WAS GROUND WATER Ja
ENCOUNTERED?
S
L
IF YES, AT WHAT O
DEPTH? P
E
Depth to Water Atter
Monitoring? t4— Date: <�2
/-� 2
Reading Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
PERCOLATION RATE l7' r (minutes/inch) PERC HOLE DIAMETER 6
TEST RUN BETWEEN FT AND ' FT
PERFORMED BY: F,eE`ol� ""`"! I CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DAT DATE: 3 R
72-008 (Rev. 4/85)
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG - PERCOLATION TEST
�.4T L�P��/1 DATE PER PERFORMED FOR:
LEGAL DESCRIPTION: �j�Wnship, Range, Section:
SLOPE SITE PLAN
DEPTH
(F EET)
DieG•.�.lJ/L pJE�®u,�.OE/C,
1 r
2 O '
° o
3 O
n
4-
6-
r
6 r D' D1'Z' J S14 A1.O al, Mo
7 ° SDn �E G.e-,4 4,/EG 4A -).O
g o
9 5
10 WAS GROUND WATER f
ENCOUNTERED? a
9
S
11 0
IF YES, AT WHAT _ OL e
DEPTH? P
12 _ O E
c Depth to Water After
13 Monitoring? 69 Date:
O a
14-
15-
16-
17
41516 17
yo4s
18-
19-
Reading
819
Reading Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
20
PERCOLATION RATE ��' (minutes/inch)GPERC HOLE DIAMETER
TEST RUN BETWEEN FT FT AND �T FT
COMMENTS
PERFORMED BY:FjP�^l7G!/� I CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFF TON THIS DATE. ATE: �� 9
72-008 (Rev. 4/85)
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG — PERCOLATION TEST
PERFORMED FOR: ''fir &ELd Zgnw
epi y eyve e% �
� f •,, e. ..�1�, ice, _p{!
4. fi"!%"a
.l• ..`
? . C UGI.'. ;i A!LV
DATE PERFOR
LEGAL DESCRIPTION:T•Cli4a S�AoWnship, Range, Section:
SLOPE SITE PLAN
DEPTH
(FEET) D,c4✓�6 GIiE� Qz/2pEn�
1
--"�' Sir u1�Soti� G,c7,.gvGL
3 �eouJ.+t�sy ttElJ GoLm ¢60
4
5
6 ` C'
,.
7 D
8 p
9
C�
10 '9 0
m -
11 �
m
12
13 0 ,
IV
14
15 a
16-
17
6 17
o
18 Fj(a C
r
19
20
COMMENTS
WAS GROUND WATER _ 9
ENCOUNTERED? O
S
L
IF YES, AT WHAT C
DEPTH? P
E
Depth to Water AD(:r ✓%%8'/q6
Monitoring? Date:
4
■■■■■.■M■
Gross
Time
Net Depth to
Time Water
Net
Drop
NEENNEENN
■■■■■N■■IN
■■.■EEM■■■
6 z
,�o �_T
Z •8
®EE■M.■.■■
BEY
.0,
■■■■■EW■■■
ENNN■ME:!E®
.E.■EWI■E■■
■■■■■.'■.■N
■■■Q-3-13'.■■M
O■■■■N■MER
■■■■■■■■E■
3
Reading Date
-
Gross
Time
Net Depth to
Time Water
Net
Drop
4 eq
6 z
,�o �_T
Z •8
BEY
.0,
PERCOLATION RATE /�///'4// (minutes/inch) PERC HOLE DIAMETER
7
TEST RUN BETWEEN �Z FT AND J' FT
PERFORMED BY: -e,ee40 lam/• ' �o-AG�y I DOUGH S T. e-PA,G CERTIFY/THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 7 '�� • ��
72-008 (Rev. 4/85)
01