HomeMy WebLinkAboutSUNDI LAKE BLK 1 LT 5'0
undi Lake
Block 1
Lot 5
#011-131-05
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
hftp://www.muni.org/onsite
On -Site Wastewater Disposal System Permit
Permit Number: OSP241396
Work Type: Septic Upgrade
Tax Code Number: 01113105000
Site Legal Address: SUNDI LAKE BLK 1 LT 5 G:2224
Site Mailing Address: 8309 SUNDI DR, Anchorage
Owner: BOCKENSTEDT JASON &
Design Engineer: FIRST WATER CONSULTING
This permit is for the construction of:
Effective Date:
Expiration Date
Lot Size in Sq Ft:
Total Bedrooms:
12/19/2024
12/19/2025
20500
Q Disposal Field ❑ 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
Special Provisions:
This house was purchased without a COSA. Will need a COSA to close out the permit.
Waiver OSV151049 still applies to this new permit and is reissued as OSV241066.
Received By: C'j L Date:
Issued By: Date: 2 2 Z X
MUNICIPALITY OF
Development Services Department
On -Site Water & Wastewater Section
ON -SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 011-131-05
Property owner(s) JASON & MOIRE BOCKENSTEDT Day phone
Mailing address 8309 SUNDI DRIVE, ANCHORAGE, AK 99502
Site address 8309 SUNDI DRIVE, ANCHORAGE, AK 99502
Legal description
SUNDI LAKE BLOCK 1, LOT 5
Number of Bedrooms 1 BR
Engineering Firm FIRST WATER CONSULTING
Building Permit Number [Z- 'Z V - Z j (o, -1 Not Applicable
APPLICATION IS FOR: APPLICATION IS AN:
(N all that apply)
Absorption Field RX Initial R
Septic Tank E] Upgrade RX
Holding Tank R Renewal R
Privy ❑
Well ❑
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
FIELD TO PROPERTY LINE
Permit/Rush Fees: 5-
Date of Payment:.
Permit No. 0 C; b
Waiver Fees:
Phone: 907-343-7904
Distance: 1
Date of Payment: /Z/-/"/-ZL/
Waiver No. 0S V -71 4/ 1 \D ( 6
13030 Sues Way, Anchorage, AK 99516
907-350-9566 / firstwaterAK@gmail.com
!
December 11, 2024
Municipalities of Anchorage
On-Site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
RE: SEPTIC SYSTEM UPGRADE PERMIT – 1 BEDROOM ADDITION
LEGAL: SUNDI LAKE BLOCK 1, LOT 5
We have been requested to obtain septic permit for the referenced property. We propose
to install a splitter and a shallow trench with the existing Quanics CatII system to augment
the existing system and serve the residence per the attached design. The design is based on
MOA records and Jeffery A. Garness, PE (GEG) test hole conducted in March 2015 with
subsequent monitoring in May 2015. No groundwater was observed at excavation or
monitoring of this test hole.
The slopes are approximately 25% at the proposed upgrade location with steeper slopes
northward with an existing waiver of 22 ’. These slopes gradually decrease towards Sundi
Lake. The proposed field is to be installed per the steep slope requirements of AMC
15.65.210B4. We also request to maintain and amend the existing lot line waiver to remain
at 1’ with this new proposed trench along with the previously mentioned 22 ’ waiver. The
lot and area are served by private water with no known effluent daylighting or other issues
and there are no private wells within 50’ of the proposed septic absorption field. Based on
visual observations and review of available information, the design will not impact any of
the neighboring properties. Please contact us if you have any questions.
Sincerely,
Curtis Huffman, P.E.
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241396, Curtis Townsend, 12/19/24
SUNDI LAKE
SUNDI
LA KE; BLOCK
1
,
L OT 4
SUNDI LAKE; BLOCK 1, LOT 3
SUNDI LAKE; BLOCK 1, LOT 6
30
-
4
0
%
40
-
5
0
%
50%+
20
-4
0
%
10
-
2
5
%
10
-
1
5%
S
U
N
D
I
D
R
.
EXISTING
3 BEDROOM
HOUSE
1
0
0
'
W
E
L
L
R
A
D
I
U
S
100' WELL
R ADI US
SEPTIC
AREA
SEPT
I
C
AREA
WELL AND SEPTIC ON EAST OF LOT
WELL ON EAST OF L OT
EXISTING 1500 GALLON
ANCHORAGE S.T.E.P.
TANK WITH QUANICS
PUMP/ CONTROLS
(RATED FOR 10' BURIAL)
APPR
O
X
.
LOCA
T
I
ON (SEE
NOTE
)
EXISTING 650 CAT II
AEROCELL UNIT
----------50
' SE
T
B
AC
K
-
---------
1BR ADDITION
FIRST WATER CONSULTING
SUNDI LAKE BLOCK 1, LOT 5
DESIGN CALCS:
NO WELLS WITHIN
100' OF PROPOSED
SEPTIC SYSTEM.
NO SLOPES >25% WITHIN 33' OF PROPOSED
FIELD UNLESS NOTED. SITE & INSTALL WILL
COMPLY WITH AMC 15.65.210B4 STEEP
SLOPE SUB-SECTION REQUIREMENTS.
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241396, Curtis Townsend, 12/19/24
SUND
I
L
A
K
E
;
BLOC
K
1
,
L
O
T
4
SUNDI LAKE; BLOCK 1, LOT 3
SUNDI LAKE; BLOCK 1, LOT 6
30
-40%
40
-50%
50
%
+
20
-
40
%10
-25%
10
-1
5
%
S
U
N
D
I
D
R
.
EXISTING
3 BEDROOM
HOUSE
1
0
0
'
W
E
L
L
R
A
D
I
U
S
100' W
E
L
L
R
A
D I U S
SEPTIC
AREA
WELL AND SEPTIC ON EAST OF LOT
WELL ON EA
S
T
O
F
L
O
T
EXISTING 1500 GALLON
ANCHORAGE S.T.E.P.
TANK WITH QUANICS
PUMP/ CONTROLS
(RATED FOR 10' BURIAL)
APPR
O
X
.
LOCA
T
I
O
N
(SE E NOT
E
)
EXISTING 650 CAT II
AEROCELL UNIT
---
----
---50'
S
E
T
B
A
C
K
-
-
1BR ADDITION
FIRST WATER CONSULTING
DESIGN DETAILS:
SUNDI LAKE BLOCK 1, LOT 5
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241396, Curtis Townsend, 12/19/24
THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and
entered into as of this 1 kin Day of a �r)_Zr of 20� , by and between
herein the "OWNER," and the Municipality of
Anchorage, herein the "MUNICIPALITY", in accordance with Anchorage Municipal Code
(AMC) 15.65.365. In consideration of the mutual covenants contained herein, the parties to this
Agreement agree as follows:
1. Advanced Wastewater Treatment Systems. The Municipality grants permission to the
Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS),
described as
located at (legal description)
QUANICS AEROCELL CATII
SUNDI LAKE BLOCK 1, LOT 5
2. Maintenance, Repairs and Alterations.
(Owner is required to read, understand and initial each section)
RtThroughout the term of this Agreement, the Owner shall enter into a service agreement
with an AWWTS service and maintenance provider approved by the Municipality or the
manufacturer's representative. The AWWTS shall be maintained in a satisfactory
condition capable of performing as designed and producing treated septic effluent in
accordance with the equipment's approval for operation in the Municipality.
It shall be the responsibility of the Owner during the term of this Agreement to pay for all
repair(s), maintenance, adjustment(s), replacement costs, and inspection costs. This
includes an annual maintenance fee (typically $400 to $600).
V) Owner agrees that only maintenance and repair personnel approved by the Municipality
or the manufacturer's representative will inspect and make any necessary maintenance,
repairs or permitted alterations to the system.
Owner acknowledges that regular maintenance of an AWWTS reduces the potential
failure of the system, which could include sewage backup and costly repairs or drainfield
replacement.
(rev. 05/18/2018) Page 1 of 3
ROwner acknowledges that the Municipality may request records of maintenance and
repairs from the manufacturer's representative or maintenance provider.
Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be
assessed in accordance with AMC 14.60.030.
-1---�s—' Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS. The Municipality will give at least 24-hour notice.
Owner agrees that any sale or transfer of title of the property will not occur without a new
Certificate of On -Site Systems Approval.
Owner agrees that the AWWTS installation and maintenance requirements as provided
by the AWWTS vendor/installer and approved by the Municipality are the governing
guidelines for the construction, maintenance and repair of the Owner's AWWTS.
Owner agrees to maintain remote monitoring of the AWWTS as required by the
AWWTS approval.
3. Term. The term of this Agreement shall begin on the date of approval by the
Municipality to operate the installed system, or upon transfer of title, and shall continue
while the AWWTS is operational or until title is transferred.
4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this
Agreement shall in no way constitute a waiver of the provisions, nor in any way affect
the validity of the Agreement or any part hereof, or the right of the Municipality
thereafter to enforce every provision hereof.
5. Amendment. This Agreement shall only be amended by authorized representatives of
the Owner and Municipality. Any attempt to amend this agreement by either an
unauthorized representative or unauthorized means shall be void.
6. Jurisdiction: Choice of Law. Any civil action arising from this Agreement shall be
brought in the Superior Court for the Third Judicial District of the State of Alaska at
Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the
parties under this Agreement.
7. Severability. Any provisions of this Agreement decreed invalid by a court of competent
jurisdiction shall not invalidate the remaining provisions of the Agreement.
(rev. 05/18/2018) Page 2 of 3
ON"ER:
By: CA . `LA-,,' �(signature) Date: 12 I q Z _
GOOCYtabjj- ,- (print name)
STATE OF ALASKA )
) ss.
THIRD JUDICIAL DISTRICT )
The foregoing instrument was acknowledged before me this !`I day of `mac Y
20, by
N ARY PUBLIC R ALASK A
My Commission expires: 3 1 3�� QC (e
MUNICIPALITY:
By: ( f (signature)
(print name)
Notary Public
JELL E ROGERS
State of Alaska
jMyComm
ission Expires March 31, 2026
Date:
Title
L
(rev. 05/18/2018) Page 3 of 3
vara Pon ■ a 0-1
Municipality of Anchorage
Community Development Department Page 1 of 3
Onsite Water & Wastewater Program
4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http:/ANww.muni.org/onsite • (907)343-7904
ONSITE WASTEWATER INSPECTION REPORT
Permit Number: OSP151157 PID Number. 011-131-05 ❑ New N Upgrade
Name. MARGARETT DUGAN
ABSORPTION FIELD
❑ Deep Trench ® Shallow Trench ❑ Bed ❑ Mound
Aameae:
8309 SUNDI DRIVE, ANCHORAGE, AK 99502
❑ Other
Phone: 1b. of Badraonrs:
sa Pft
Tome DaghsanW%h* vas"
(907) 230-5664 3
"2.0 apD,Ba R
10 R
LEGAL DESCRIPTION
Daaeepbam ftm apYa Vase
DmNd pe,b plps;
SEE DWG. R
4.02 R
SubdMslon: Block: Lot
Paadtlaad o,kmd Patla:
Dmal Willa:
SUNDI LAKE 1 5
SEE DWG. R
23 R
Tcv lfip: Range: Section:
Dmwlaldh:
auroar Of km
Dblenca bamean ew:
- - -
•5 R
-
R
SEPARATION DISTANCES
T.W b..geaaa.
230
aracn.:
1
Dmteda.ane.aaw:
-
TD
geryc
Absorption
Uft
Holding
PutlkJPavale
PDxD
Tank
Field
Station
Tank
So a Lkw
aQR
R
well
100'+
1001+
100'+
-
25'+
TANK ❑ Septic ® S.T.E.P. ❑Holding ❑ Other
wamam.ar
ANCHORAGETANK
emew.
1500 a
Surface water
100'+
100'+
1001+
Lot Line
•1'+
'1'+
`1'+
-
N/A
wrnd:
maroar N•papaaaaN:
STEEL (DEEP BURIAL)
2
LIFT STATION
Foundation
51+
11Y+
54
-
MBpamdlaN:
Curtain Drain
NONE KNOWN
ANCHORAGE TANK / QUANICS
1500 ea
Remarks: '1' LOT LINE WAIVER GRANTED. ALSO SLOPE WAIVERS
n>,npon' aG
TIMER
'PaM drl"at
TIMER
NbaaaMaYm at
46•
GRANTED. SEE WAIVER OSV151049. -
P.ro am
GOULDS PE51M
s3lm1aPadlo'aPsmmaE ar:
M.OA
"USING CAT II QUANICS AEROCELL SYSTEM
PIPE MATERIAL
PVC
House to tank D3034 Tankto scHaD CHAO885
drainfield
Installer
Drainfleld D3034 CO/MT D3034
A+ HOME SERVICES
Inspector GEG, Ltd.
BENCH MARK (Assumed elevation)
100.0 R
Inspection
lauuon Decaplmn:
Dates: 1St 7/222015 2nd 7/2212015
3rd 7/2312015 4th
TOP OF CONCRETE SLAB FOR DECK PATIO CLOSE TO POINT NBP
Community Development Department Approval
_oENGRXMM 8 011.
Conditional approval: Date:
�......... ................. . V�
.. ....
f ey..:as :
/�/
Q s % CE -0 3 .• �a�p
4�d lye ��oo
Approved: (d • Date: %�` tt' r
4ea• ofes
4 4 Professi°^Ooo
PERMFr NUM11-1OSP151157 RECORD DRAWING 01NUMBER
011-131-05
------------
vaoPD°.T rtwa&D��o \\
SUNDI LAKE; BLOCK 1, LOT 7 \v
THE 1 D FOOT WELL RADIUS, THE 100 FOOT
SETBACK TO THE LAKE, AND THE LOT LINE
WAS FLAGGED BY WALATKA & ASSOCIATES
PRIOR TO CONSTRUCTION TO INSURE
SEPARATION DISTANCE WERE MET.
EXISTING SEPTIC TANK, CRIB, AND `
\ BOOTLEGGED TRENCHES WERE COMPLETELY
DECOMMISSIONED PER COMPACTOR
\ a
SCALE:
SUNDI LAKE: BLOCK 1, LOTS
\
EXISTING
38EDRooM
HOLE
A NEW NFIELD.
r �
i
NEW 650 T II 4
AEROCELL OCELL UNITocy1A�
w��-(OF
i NEW 1500 GALLON ���Op11> lo -t% '
ANCHORAGE S.T.E.P. n•'- Y1 i
TANKWTTHOUAVICS
LLlp � i PUMP/CONTROLS
\ i (RATED FOR 10 BURIN.)
\ SUNDI LNC; BLOCK 1, LOT 3
`\ \ WELL AND SEPTIC ON EAST OF LOT
GARNESS ENGINEERING GROUP, Ltd
sm, Enmaaxaq sure tm •,'xweu• pro,epe,lmanv-rwimnaw.v,e-..�„=..�P�r...v-..
19.8
25.4
PREPARED FOR: PHONE NUMBER:
20.7
25.845.4
2 OF 3
LEGAL DESCRIPTION:
20.7
30.6
SUNDI LAKE SUBDIVISION; BLOCK 1, LOT
52.4
24.8
31.5
54.0
25.9
31.9
J
58.8
29.5
33.7
60.8
31.4
34.8
63.8
33.7
36.2
77.5
48.6
45.4
80.8
49.8
4S.7
73.7
41.4
34.1
72.1
1 40.4
33.3
------------
vaoPD°.T rtwa&D��o \\
SUNDI LAKE; BLOCK 1, LOT 7 \v
THE 1 D FOOT WELL RADIUS, THE 100 FOOT
SETBACK TO THE LAKE, AND THE LOT LINE
WAS FLAGGED BY WALATKA & ASSOCIATES
PRIOR TO CONSTRUCTION TO INSURE
SEPARATION DISTANCE WERE MET.
EXISTING SEPTIC TANK, CRIB, AND `
\ BOOTLEGGED TRENCHES WERE COMPLETELY
DECOMMISSIONED PER COMPACTOR
\ a
SCALE:
SUNDI LAKE: BLOCK 1, LOTS
\
EXISTING
38EDRooM
HOLE
A NEW NFIELD.
r �
i
NEW 650 T II 4
AEROCELL OCELL UNITocy1A�
w��-(OF
i NEW 1500 GALLON ���Op11> lo -t% '
ANCHORAGE S.T.E.P. n•'- Y1 i
TANKWTTHOUAVICS
LLlp � i PUMP/CONTROLS
\ i (RATED FOR 10 BURIN.)
\ SUNDI LNC; BLOCK 1, LOT 3
`\ \ WELL AND SEPTIC ON EAST OF LOT
GARNESS ENGINEERING GROUP, Ltd
sm, Enmaaxaq sure tm •,'xweu• pro,epe,lmanv-rwimnaw.v,e-..�„=..�P�r...v-..
PREPARED FOR: PHONE NUMBER:
PAGE NUMBER:
MARGARETT DUGGAN (907) 2305664
2 OF 3
LEGAL DESCRIPTION:
DRAWN SY:
SUNDI LAKE SUBDIVISION; BLOCK 1, LOT
J.L.M.
DRAWING OF SEPTIC SYSTEM
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PHONE NUMBER0.230-566:
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r- CIVIL & ENVIRONMENTAL ENGINEERS PAGE NUMBER:
.•*; •J DESCRIPTION: VA,\ 3 OF 3
.."ij y p • a 3]6t E. TUDOR ROAD. SUITE t01'ANCHORPGE. AK 995W'PHONE 90] 33]-61]9'FAX 90] 339 emassan lneefi .wm
\\ 3296' WE651?E: xmnv
�♦ ��••, .. � . LEGAL OE DRAWN BV:
��CjN •.: �� SUNDI LAKE SUBDIVISION; BLOCK 1, LOT 5 J.L.M.
♦,111\\\\\��••• TYPE OF WORK: DATE:
PROFILE RECORD DRAWING OF NEW SEPTIC SYSTEM 8/5/2015
Municipality of Anchorage
P.O Box 196550 4700 Elmore Road
Anchorage, Alaska 99519-6650 (907) 343-7904 Fax (907) 343-7997
hftp://www.muni.org/onsite
Planning and Development Services Department
On -Site Water and Wastewater Program
On -Site Sewer/Well Submittal Comment Sheet
ngineer: GARNESS ENGINEERING GROUP LTD
-egal Description: SUNDI LAKE BLK 1 LT 5
9/1 512 01 5
'ermit: OSP151157 Septic Completed By: J.Poet
report Type: As Built Review
"he attached paperwork has been reviewed and is being returned for the following reasons:
Is fill in place for slope waiver per permit?
`fgy — 1 dAL �i2A �6 5U?ts Mafr MIk f�ieM o�Ao ail QEOJ,2FrA
STA.s�ttic Z•5' t?Kov* l+j veizr il}s ELEvr+-ro� is Less 'Tli-A"j
25%, Ft 3S FiF-r oaWJA}t u- RAn rF}ts lnrc-c Lt
00'j No4 DR`t Lit,4T- diJ LK 15 '%I K}LL Nd_
p(CA Irl Ft eLb nr 6f,0 Ftl.L -/c A4 Ef:'C �(}tS 5i -.o Fi✓
P—E 6 J ,(LC M b4-1
J >h
On -Site Wastewater Disposal System Permit
Permit Number: OSP151157
Tax Code Number: 01113105000
Work Type: Septic
Permit Effective Dates: June 18, 2015
Design Engineer: GARNESS ENGINI
Subdivision: SUNDI LAKE
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
to June 17, 2016
GROUP LTD
Site Legal Address: SUNDI LAKE BLK 1 LT 5 G:2224
Owner/Address: DUGGAN JOHN E & MARGARET A
8309 SUNDI DR ANCHORAGE AK 995024148
Site Mailing Address: 8309 SUNDI DR, Anchorage
This permit is for the construction of:
Y Disposal Field Y Septic Tank N Holding Tank N Privy
Lot Size in Sq Ft: 20500
Total Bedrooms: 3
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.
Special Provisions: Fill for the slope waiver must be in place prior to Inspection Report approval. '
r5 -
Received By:
18/15-
Municipality of Anchorat
19
**** VARIANCE/WAIVER REVIEW
Waiver#: OSV151049 COSA#: — Permit#: OSPIS1167
PID#: 011-131-05
Legal Description: Sundt Lake Block I Lot 5
Engineer: Garnese Engineering Group
Applicant: John and MargaretDuaaan
Your request for a waiver of the required 10 feet horizontal separation from the absorption field
to the property line has been approved. The approved separation distance is 1.0 foot. In addition,
the field is approved to be on an excessive slope and and 22 feet from the even steeper slopes to
the north.
This waiver approval applies to the proposed absorption field only. Any future upgrade to the
on-site wastewater disposal system will require all separation distances be met or another
approval from this department.
0 The affected adjacent property owner(s) have been given a 7 day notice regarding this
waiver.
Notarized letter(s) of nonobjection have been received from the owner(s) of the affected
adjacent property.
❑ Adjacent properties are not affected by this waiver.
Waiver is Granted: X Waiver is not Granted:
Date: 4GIt $' /$ Approved hy: & ✓Aly',
Name of Review '
••�Y�� a ......0.....����������������� Name fRevie •�����������������
MUNICIPALITY OF ANCHORAGE
Community Development Department Phone: 907-343-7904
Development Services Fax: 907- 343-7997
On -Site Water & Wastewater Program
Mayor Dan Sullivan
On -Site SewerMell Permit Application
For A Single Family Dwelling
Parcel 1. D. 0/1 - /_� / - 05
Propertyowner(s) JOHN AND MARGARET DUGGAN Day phone 230-5664
Mailing address 8309 SUNDI DRIVE, ANCHORAGE, AK 99502
Site address 8309 SUNDI DRIVE, ANCHORAGE, AK 99502
Legal description (Sub'd,
Block & Lot) SUNDI LAKE S/D; BLOCK 1, LOT
5
Legal description (Township, Section & Range)
Lot Size
Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DEWELLING:
(®au that apply)
Initial ❑
Single Family (SF)
Absorption Field
® Upgrade ®
(w/wo ADU)
Septic Tank
®
Duplex (D)
El❑
Renewal
Holding Tank
❑
Multiple Dwellings
❑
Privy
❑
(SF and/or D)
Private Well
❑
Water Storage
❑
THIS APPLICATION INCLUDES A VARIANCE/ WAIVER REQUEST FOR:
LOT LINE WAIVER AND SLOPE WAIVER Distance: 1' & 0'
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal codes.
GARNESS ENGINEERING GROUP, Ltd.
(Signature of property owner or authorized agent)
Permit/Rush Fees: 56ct
Date of Payment: 6z3 /S
Receipt Number: 05"-0 3 G
Permit No. 0�z®/5//57
Waiver Fees: Z I S
Date of Payment:
Receipt Number: 04-Z I7 G
Waiver No. SSV%y/0 y9
(Rev. 01/11)
GARNESS ENGINEERING GROUP, Ltd Ad. T "5'_-""
CIVIL &ENVIRONMENTAL ENGINEERS
May 13, 2015
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
Ref: Proposed Septic System Upgrade for Sundi Lake Subdivision; Block 1, Lot 5
To whom it may concern:
The existing 3 bedroom house is served by a private well and septic system. The drainfield is in a state
of failure and needs to be upgraded. There is very limited area available on the property for a septic
system upgrade due to the 100 foot well radii, the 100 foot setback to the lake, and the steep slopes
on the property. Because of these conditions, we are proposing that an advanced wastewater system
be utilized for this property. One test hole was excavated on the property. The drainfield will be
designed around the 30 foot radius of this test hole. Comments regarding the design are summarized
as follows:
1. SOILS: See the attached log which shows the soil classifications, groundwater monitoring, and
the percolation test results.
2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications.
3. SURFACE WATERS: Sundi Lake is located to the east/northeast of the proposed drainfield. The
100 foot setback to the high water mark of the lake will be staked/flagged by a registered land surveyor
to insure we will meet this setback requirement.
4. TOPOGRAPHY AND SLOPE WAIVER: Based upon the handheld clinometer shots we took, the
topography below of the proposed drainfield ranges from 25 to 35 percent running approximately
Southwest to Northeast. Due to site constraints, we are requesting a tr foot waiver to slopes in
excess of 25%. See the attached cross section drawing for details. O Foo-"
'0" 07AG
5. LOT LINE WAIVER: We are requesting a 1 foot lot line waiver to the south/southeast lot line to
the proposed septic tank and drainfield. We are unaware of any adverse effects on the neighboring
property with the granting of this waiver.
We are unawaresof any adverse impacts this installation would have on adjacent wells or septic
systems. If youfgave any questions, please contact us at 337-6179. Thank you for your assistance.
P.E., M.S.
3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259
Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessengineering.com
------------- / ♦\ SUNDI LAKE;
------� / / ♦ BLOCK I, LOT 11
SUNDI LAKE; \\
/ `�♦ BLOCKI,LOT10
11 /A ✓�% j/i
SUNDI LAKE;
SCALE: BLOCK 1, LOT 9
SUNDI LAKE;
\\ \NG \\ BLOCK i, LOTS
\ SUNDI LAKE; 1 1
--------�\ \ \\ BLOCK I, LOT /
/-EXIS'
SUNDI LAKE;
BLOCK 2, LOT4 \ % / SUNDI LAKE;
/\/ BLOCK 1, LOT6 \ ♦,
ALDER PARK LOT 7
___---i_---______
I
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ALDER PARK LOT
I
I
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1 \ ,x
I CeA
I \
I
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I
I ALDER PARK LOT 1
1
3BEDROOM
SEPTIC UPGRADE
SEE DESIGN.
SUNDI LAKE; iV o
BLOCK I,LOT$1 \\
EXISTING \\
SEPTIC SYSTEMCSE
PTI \
' SUNDI LAKE; APFA \♦�^ ��
�♦ BLOCKI,LOT3
\ \
SUNDI LAKE;
♦� BLOCK I, LOT
GARNESS ENGINEERING GROUP, Ltd
CIVIL & ENVIRONMENTAL ENGINEERS
PREPARED FOR: I PHONE NUMBER: PAGE NUMBER:
MARGARETT DUGGAN 230-5664 1 OF 5
LEGAL DESCRIPTION: DRAWN BY:
SUNDI LAKE SUBDIVISION; BLOCK 1, LOT 5 J.L.M.
TYPE OF WORK: DATE: REW
SITE PLAN FOR SPETIC SYSTEM UPGRADE 6/17/2
SUNDI LAKE;
BLOCK 1, LOT 1
17
0
GELS, Ltd. HAS 8 PAGE SPECIFICATION /' ' /' '/,/ i ' / i ' /
NUMBER OF BEDROOMS:3 / , / / / / ,
. _ GALLONS PER DAY (GPD$ 450 LETTER THAT PERTAINS TO THIS DESIGN. TO // i / /' (� / / / i
OBTAIN A COW OF THE LETTER CONTACT / / / NJ / /
PERCOLATION RATE/3:26.7 MINANCH GEG. BY PROCEEDING FORWARD WITH THIS / // i / / i/ �' /
PROPOSED APPLICATION RATE: *2.0 GPDIQ.FT. INSTALLATION, THE ENGINEER, WELL DRILLER,
MINIMUM DRAINFIED SORT.: 225 CONTRACTOR AND PROPERTY OWNER AGREE
'USING CAT II AEROCELL TREATMENT SYSTEM THAT THEY HAVE READ THESE
SPECIFICATIONS AND AGREE TO ACCEPT THE
DRAINFIELDDESIGN: TERMS AND CONDITIONS OUTLINED.
MAXIMUM DEPTH: 10 FEET
WIDTH:5 FEET
LENGTH: 23 FEET
EFFECTNE:4 FEET
REDUCTION. FACTOR: 0.50
ACTUAL SO.FT.: 290
SUNDI LAID=; BLOCK 1, LOT 7 J'
100'S
SUNDI LAKE; BLOCK 1, LOTS
S PTIC
$EE CROSS SECTION
\ NOTE: THE CONTRACTOR POSSIBLE BOOTLEGGED TRENCH. �` DETAIL. PAGESOF5
Y ' SHALL HAVE THE WELL PIPES FROZEN ON 320115. TO BEFILL AREA. ELOPES
\ RADII FOR LOTS 5 AND 8 ABANDONED DECOMMISSIONED
\ FLAGGEWSTAKED BY A ``�• > NOTT (EXCEED 254
SLOPE 36'DOWNNIU
\ REGISTERED LAND�� ;n> FROM TRENCH.
\ SURVEYOR PRIOR TO 1• �` v /
\ ANY CONSTRUCTION. •`. rG,��,.
101
EXISTING
38EDROOM
HOUSE
\ EXISTING SEPTIC TAN
TO BE ABANDONED
SEE PAGE 1 OF SPECIFICATIONS
REGARDING 119E OF OTHER MOA
CAT II OR CAT III SYSTEMS
�WV �
NEW DRAINFIELD.
SEE DESIGN CRffE m
SEE CROSS SECTION
DETAIL, PAGE 4 OF 5
USE BASED UPON VISUAL INSPECTION
DURING TEST HOLE EXCAVATION. TO
BE COMPLETELY DECOMMISSIONED.
GREERTANKTANK
WITH QUANICS PUMP/
CONTROLS (RATED FOR
1V BURIAL)� i
NOTE: ITIS UCLEAR HOW THE SEWER LINE ISTS
\ THE HOUSE. THE CONTRACTOR SHALL FIND THE
\ SEWER LINE AND CONNECT AS FAR BACK TO THE
\ HOUSE AS POSSIBLE WITHOUT REMOVING POURED
\ SIDWALKS AND INSTALL DOUBLE CLEAND[ITS.
\
SUNDI LAKE; BLOCK 1, LOT 3
\ WELL AND SEPTIC ON EAST OF LOT
GARNESS ENGINEERING GROUP, Ltd
PREPARED FOR PHONE NUMBER: PAGE NUMBS
MARGARETT DUGGAN (907) 230 -MU 2 OF 5
LEGAL DESCRIPTION: DRAWN BY:
SUNDI LAKE SUBDIVISION; BLOCK 1, LOT 5 J.L.M.
TYPE OF WORK: DATE: RE
�- DESIGN OF PROPOSED SEPTIC UPGRADE 6/1'
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3701 E. TUDOR ROpp. SUITE 101`NNCXOMGE AK 8950]`pHONE 80]133]A99'FAX 19W) TE vrcm.gamexsenglnewln0.wm
LEGAL DESCRIPTION:
SUNDI LAKE S/D; BLOCK 1, LOT 5
TYPE OF WORK:
PROFILE OF CAT. II AEROCELL SYSTEM
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J.L.M.
DATE:
6/17/2015
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3701 E. TUDOR ROpp. SUITE 101`NNCXOMGE AK 8950]`pHONE 80]133]A99'FAX 19W) TE vrcm.gamexsenglnewln0.wm
LEGAL DESCRIPTION:
SUNDI LAKE S/D; BLOCK 1, LOT 5
TYPE OF WORK:
PROFILE OF CAT. II AEROCELL SYSTEM
DRAWN BY:
J.L.M.
DATE:
6/17/2015
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PHONE NUMBER:
GARNESS ENGINEERING GROUP Ltd 230-5664
ENGINEERSPAGE NUMBER:
CIVIL & ENVIRONMENTAL *X� �� r , an,p 3 OF 5
3701 E. TUDOR ROpp. SUITE 101`NNCXOMGE AK 8950]`pHONE 80]133]A99'FAX 19W) TE vrcm.gamexsenglnewln0.wm
LEGAL DESCRIPTION:
SUNDI LAKE S/D; BLOCK 1, LOT 5
TYPE OF WORK:
PROFILE OF CAT. II AEROCELL SYSTEM
DRAWN BY:
J.L.M.
DATE:
6/17/2015
GARNESS ENGINEERING GROUP, Ltd
CIVIL &ENVIRONMENTAL ENGINEERS
W01 E NDOR ROAD. SONE 101-AKHOPAGE,MNW7 • PHONE Ml 3976178' FAX (W /1 =3�' <%WEOSIiE:xw.pemau,gkceMq.wm
SOIL LOG - PERCOLATION TEST
LEGAL DESCRIPTION: SUNDI LAKE SUBDIVISION; BLOCK 1, LOT 5
PERFORMED FOR: JOHN AND MARGRET DUGGAN DATE: 312 012 01 5
DEPTH
(teeo ORGANICS ITEST HOLE #1
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
SM WITH
LENSES
SP, ML, & GM
THROUGHOUT
GP TO SP
DEPTH TO DATE
GROUNDWATER
DRY 3/20/2015
2"4 5/412015
DATE READING CLOCK
TIME
SOIL
CLASSIFICATIONS
NET DROP
(INCHES)
3/20/2015 1 -
6"
•.
30
S WITH
1-1/8"
GP
1CH
ML
•
4
30
%CL
1-1/8"
GRAVEL/
6"
H
•
30
10
SW
lMH
-%
N
•
SC
SM WITH
LENSES
SP, ML, & GM
THROUGHOUT
GP TO SP
DEPTH TO DATE
GROUNDWATER
DRY 3/20/2015
2"4 5/412015
DATE READING CLOCK
TIME
NET TIME
(MINUTES)
WATER LEVEL
READING
NET DROP
(INCHES)
3/20/2015 1 -
6"
2 -
30
4-718"
1-1/8"
3
6"
4
30
4-7/8"
1-1/8"
5
6"
6 -
30
4-7/8"
1-1/8"
19 PERCOLATION RATE 26.7 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 7.5 FT. AND 8.5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: E YES ❑ NO
SOILS LOGGED BY: JODYMAUS PERCOLATION TEST PERFORMED BY: JODYMAUS
COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH.
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WASP RF10
RMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
ANCHORAGE ARE..A
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
MAILING ADDRESS ~?~.3-- ~-~/Y23/~"7
LEGAL DESCRIPTION
SEPTIC TANK:
DISTANCE
MATERIAL
NUMBER OF
COMPARTMENTS
INSIDE LENGTH ~ INSIDE WIDTH
.LIQUID DEPTH -- LIQUID CAPACITY
GALLONS.
SEEPAGE PIT:
NUMBER OF PITS / DIAMETER OR WIDTH
LINING MATERIAL ,~/~' ~'-~ CRIB SIZE: DIAMETER
BUILDING FOUNDATION~<~'~, NEAREST LOT LINE ~:2~ .
ADDITIONAL ABSORPTION /~/~/~
LENGTH ¢~'~--'DEPTH ~ /
DEPTH ~ DISTANCE FROM: WELL/~2' /~2~'~//~O ~
TOTAL EFFECTIVE
ABSORPTION AREA (WALL AREA) ~'//~ SQ. FT.
WELL:
TYPe /'O~ C',P ~' O
BUILDING
FOUNDATION
CONSTRUCTIOI~~
NEAREST NEAREST
LOT LINE SEWER LINE
DEPTH DISTANCE FROM:
SEP~-]C~ SEEPAGE
TANK SYSTEM
CESSPOOL
OTHER SOURCES.
APPROVED DISAPPROVED REMARKS
DISTANCES:
INSTALLED BY:
PIPE MATERIAL:
LOT SLOPE:
REMARKS:
Form No. EQ-031
DIAGRAM OF SYSTEM
DATE
$o
GrEATEr ANCHORAGE AREA BOROUgh
DEPARTMENT OF ENVIRONMENTAL QUALITY
3330 "C"STREET ANCHORAGE~ALASKA 99503
TELEPHONE 274-4~61
SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT
PERMIT NO
NAME OF APPLICANT ~_5--~.~'j-,~j'-
INSTALLAT[ON LOCATION
LEGAL DESCRIPTION
INSTALLAT]ON OF: SEPTIC TANK
TYPE AND S~ZE OF FACILITY TO BE SERVED
FINANCED THROUGH
PHONE
TO BE INSTALLED BY ./v~_//~,/~,,~,~;~/,/~
/~ 3 ~3J/"~P/~/v'~. NOTE:, THIS P~I~MIT IS NOT VALID WlTHOOT SOIL
FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION,I
MINIMUM DISTANC£!S, REQUIREMENTS
FOUNDATION TO SEPTIC TANK
FOUNDATrON TO SEEPAGE P~T ~ /
· DRAIN FIELD
SEPTIC TANK TO SEEPAge PIT WALL ~ /
SEPTIC TANK ~/ / , SEEPAGE P]T ~. I DRAIN
TO NEAREST LOT L~NE.
WELL TO SEPTIC TANK _, ~EEPAGE PIT
WAT~E ~A[N TO SEPTIC TANK /: , SEEPAGE
CAST lEON iNTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION 5 FEeT INTO UNDISTURBED SOIL.
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT
FitTeD WiTH AIRTIGHT REMOVABLE CAPS.
CONFORM TO BOROUGH REGULATIONS REGARDING iNSTALLATION.
I CE}~TIF¥ THAT I AM FAMILIAR WiTH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-6S AND THAT THE ABOVE
11EOEi¥~Ei~..~.R ANCHORAGE ARE~ 80ROUGH~-
DEPARTMENT OF ENVIRONMENTAL QUA[.][TY Case ~I
8EP -, Q1972 3330 'C" Stree'c
ANCHORAGE, ALASKA 99503
Performed For Jessie Ward Dated Performed September 5 1973
Legal Description: Lot 5 8.10CK I Subdivision Sundas. ~ake
This Form Re2or~s Soils Log xx Percolation Test
Soil Test Mus~ Be Loggea To 4' Below Proposed Seepage System --
Depth
Feet Soil Characteris~ i NO~: Relocated, Retested
9
11
13.
Brown sil~y Sand and Silt
. (~)'
Gray Sandy Gravel (GW) and S~ndy Silt
'in joining stratum. Sandy Gravel portion
grading to sand by lO'.with light gra~
clay seam 9.'. to.'9,5'
Was Ground Water Encountered? *
If Yes, At What Depth?
*Low capacity seepage at 9' of no consequence.
Reading O'ate Gross' Time Net Time Depth to H20 Net Drop.
nu~e
Proposed Insta'l]atJon': Seepage Pit xx Drain Field
Depth of Inlet Depth ~o Bottom of Pit or Trench"'
· COMMENTS: 193 sq, ft. 'of drainage area is require~ per bedroom, Th~ general .....
topograph~ and geology indicate no water table above 20'
Cnrmed BY .... R: E, Carlisle,, , O~e Certified BY:
'T, & ~4ATERLALS LAB Date:
~(CHORAGE,~ALASKA 99502
AUG
Performed For ~es~ie ~/ ~'
. , . ~ ~ ~
Legal Description. Lot 5 Block 1 Subdivision_ Sunday L~ .......
This Form Reports Soils Log. x Percolation Test
Depth
Feet
1-- ' Brown
3--
7--.
W~s 'Ground Water
If Yes,
Soil Characteristics
silky sand
Loose clean sandy gravel (OW)
Encountered?
At What Depth?
Reading Date Gross Time Net Time i Depth to H20 ! Net .Dro~
,
I
I
))ercolatien ~ u~.,,~^[ I.
n
Proposed Installation: Seepage Pit × Draim Field
Depth Of Inlet "Dep~h To Bottom Of Pit 'Or Trench
COMMENTS: ..
8% ~n. f~, of ~raina~e area i~ required ~er bedroom-
Th~s ~r~vel is excellent to use as back fill.
Test Performed By R.E. Carlisle
ALASKA MINERAL& h~A~w~,~S~~
Data Certified By:
N
DEPT. OF ENVIRONMENTAL CONSERVATION
February 27, 1973. /
SOUTHCENTRAL REGIONAL OFFICE
MACKAY BLDG.
338 DENALI STREET
ANCHORAGE 99501
Mr. Jesse L. Ward
8235 Endicott
Anchorage, Alaska
SUBJECT: Lot 5, Block [ -Sundi Lake Subdivision
Dear Mr. Ward:
Based on the evidence you have presented we feel that you
had ownership of your lot on or before February 5, 1973. The
latest interpretation from our central office in Juneau states
that if ownership was in effect on or before February 5, 1973
Section 18 AAC 72.030 of the Emergency Waste Water Disposal
Regulations would not apply in this case. This is the contro-
versial 40,000 Sq. Ft. -20,000 Sq. Ft. requirement. The rest
of the Regulation would apply. Likew~ any current local
regulations such as the regulations of the Greater Anchorage
Area Borough, Dept. of Environmental Quality would be in effect
also, and would not be effected by these regulations except in
cases where the State Regulations are more strigent.
If you have any further questions regarding our inter-
pretation of these regulations please do not hesitate to call.
Yours truly,
Ky IZOd. Ch~ry~~
Regional Environmental Engineer
cc: GAAB-DEQ
;ir. & J~rs. desse L.
Subject: On-si~e sewa!e disposal system oermi~
Dear Fir. & Mrs. ;~ard:
Ti~is letter' is being written in r~ference to tile above
subject oermit you obtainee fro~; tais Depart~nen~
February 27, 1973. As sca~eu in your letter fro~.~ ky]u
Cherry, Sta~e Regional Lnviro,lmental Engineer, your lot
size is .approved for on-site .sewer and wa~er, iiowever,
our latesg interpretation of ~ne new SCaLe Disoosal
Regulations m~y require ~hat you subJlii~ engineiCring
specifica'gions on the ProPosed individual sewer
water system, showing l~tyou~ on bl~e lot, ecL.
Please contact thi~ Depar&~,e,qt or, or co instal Jing for
any changes that may ~ake place an~ .oermanenc regula-
tions that will co~m into cfrcc~.',' '~, '~
If you have any questions please do no~. hesi ..... ,
(:untact US.
Sincerely,
C. Sue HcKechnie
Environmep~al Control Officer
F~bruary 27, 1973.
I1ECE~VED
Mr. Jesse L. Ward
8235 Endicott
Anchorage, Alaska
SUBJECT: Lot 5, Block I -Sundl Lake Subdivision
Dear Mr. Ward:
Dased on the evidence you, have p~esented we fe~l that you
had ownership of your lot on ar b~fore February 5, 1973. Tho
latest interpretation fro~)~ our central offlce In Juneau/states
that If ownership w~s in effect on or before February 5, 1973
Section 18 AAC 72.030 of the ~mergency i~aste Water Disposal
Regulations would not apply in this casa. This is the contro-
versial 40,000 Sq. Ft. -20,000 Sq. Ft. raquirenenl'. The rest
of the Regulation would epoly. Likewise any currant local
regulatioas such as th~ regulations of ?he Greater Anchorage
Area L!orough, Dept. of Environ~ental Quality ~uld be In effect
also, and would not be effected by these reeulations except tn
cases where the State Regulations are ~re ~trigent.
If you have any further quos, lens reaardin~ Our Inter-
pre~atlon of these regulatlon's please do no~ hesl~ate to call.
Yours ,ruly,
/~
Kyle J. Che~ry '"
Reg lena I Env t ron~enta I Eng I neer
cc: GAAB-DE9,/
WATERWELL - TEST PUMP REPORT
Owner .~'~e~:q'~-_~,~Z,q/g2,~_:..=.,.'_~,:~ .......... Address .~'_~,q~-_~'
Well Location~i~/~'~' ~/d ,~'/~/
Well Information: Ttl. Depth ,~DePth 'bf callable/'
Casing Size ~ ~I Screen Diam ~ Screen Slot
Remarks /~ d/~ //'~ ~ ~/~
Pump Information: ,~/.~ /
Pump On:
Sheet
Date:
Intake Depth/~ Pump S,ze ~.// ///o C.~. t~
Static Water LeVel ~-~ ~. 3 A~. Discharge
Time /~-~ ' Oate~//?~Pump Off:
Air Line Depth
~ :~'~ 0 GPM, Max Drawdown
· Time ,/~S~ Date
WATER PIETOo FLOW REMARKS' /~ '~L ~,JJ~ ~
TIME LEVEL TUBE GPM REMARKS
I
. .
L~-~ ' ~'~ ' -
(90~ 243-2282
KEN JOHNSON
KEN'S COMPANY
WATER WELL DRILLING
PUMP SALES & SERVICE
30 YEARS ALASKA DRILLING
3163 LINDEN DRIVE
ANCHORAGE, ALASKA 99502
JESSE ~ARD
8309 SUNDI DRIVE
ANCHORAGE, ALASKA
99502
RE~ LOT 5 Blk. ONE SUNDI LAKE SUBD.
~aT~R .,~ELL UPGRADE 20 £<.0.A. COD~S
Remove control swithes & conduit in pit..Remove Hydro-cells
& well seal..Tag bottom with pump to establish well depth..
Pull pump., Trim well casing for welding..Install pi~less adapter..
~Veld on 11-6 casing..Install pump.. Test pump well.. ( Seee attached
sheet for test pump data ) Set pump in pitless.. Install well seal
& conduit,. Plumb in new pressure tank & fittings..Rewire controls..
Rewire for 12/3 bury cable..Put well on service & check cycling..
T~o men Five hours
~ATERIAL~
21 ft. One inch galv. drop pipe
MUNICIPALITY OF ANCHORA(~J"-
DEPT. OF HEALTH*&e · · * J, · · ·
ENVIRONMENTAL PROTECTION_
fJUI,t ~ 2 '1987'"
40 ft. 12/3 Sub, pump cable ...
11'-6" ix inch jell casing ~}~ ...
One six-inch sanitary well seal & cond o..
i 1" FlareX MPT adapter ...
i 1" F1 X FL union ...
One 3/4 in. Tank tee assembly * ...
One pitless adapter ...
One ~ell-X-Trol precharged 203 pressure tank ~ ...
· Pressure gauge-press, switch-
Relief valve- check valve-
boiler drain-Flare to pipe,.
~tsc. lit'tings.. N0 CHARGE..
.:
Load & haul 15 yards fils and hand shovel to grade
in well pit ...
Rewire & conduit ~ ...
B~LLAN CE DUE
$ 325. oo
27.51
2O.88
39.00
81.20
40.00
6.08
11.34
63.84
75.00
244.68
250.00
30.00
$ 1214.53
~/ MUNICIPALITY OF ANCHORAGE
, ¥
DIVISION OF ENVIRONM~A~iAL HEALTH
DEPAR~ OF }tF~LTH AND ENVIRONMENTAL PROT~GTION
APPLICATION FOR HT_~tLTH AUTHORITY ~PPROVAL CERYIFICAT~
Ceneral Information Application Date
ia) Legal. Description (include lot, bloct% subdivision~ section, township, rar~e) ~'
Location (address or directio~)
(c) Appllcant ia (Check one) Lending ~n~CiCuCion ~ ~ ~er/bu!~der ~ ;
· '
Address ~.='~*.
Address
Telephone
Mai]. the 5LAA to the folio%ring address:
Individual Well~
2o T e of Residence
Single-Famlly.~
Mul~i-Family~
Community
Other (describe)
Public~
Note: If community well system, must have v~itten confirmation from the State
Department of Environmental Conservation attesting to the legality and s~atuso
Sewage Disposal
Holding Tank~
Note: If community well system~ must have ~.Jritten confirmation from ~he State
Department of Environmental Conservation attesting to the legality and status°
[Page 1 of 2]
Providing__Inspections, ..... ~___mz_z.r.~Tests, File_ Search_r__ ~_ Data and Informatioa
my ~ affixed hereto and as of the valida~ion da~e sho~ below,
l~estigatlon of ghis Health Authority Approval sho~ ~h~t the
~/or ~stewater disposal system is safe, f~ction~ and ~eq~e for
~dro~s and ~ype of s~ructure indicated herein.. I further verify tha:,
I~o~tion obtain~ from the b~nfcipali~y of ~chorage files and from
l~pecCion~ the on~siCe ~ter supply and/er ~s~ewa~er dlspo~al
c~pliamce ~h ~1 ~nicipal amd State codes~ ordimances~ a~ regula-
o~ the ~ge of chis imspec~iono
~/vz~,'J~b' '- ~;~z ~Z/Idf~ ~ A~, ~ Telephone
-
(ENGINEER SEAL)
Approved for ~_ bedrooms
Approved a~ Disapproved
Te~ ef Conditional Approval
By~
Cond i t ional
CAUTION
'£~u~ MDNICLP~Li~v~f OF ANCHORAGE DEPAMTMENT OF EIEALTH AND ENVIRONMENTAL PROTECTION
(DHEP) iSSUES ~ALTH AUTHORITY APPROVAL CERTIFICATES BASED SOLELY UPON THE REPRESENT~
ATIONS GIVE:~ I~ PARAGRAAUH 5 ABOVE BY AN INDEPENDENT PROFESSIONAL ENGINEER REGISTERED
IN TH~ STATE 6~ ALASKA° THE DHEP DOES THIS AS A COURTESY TO PURCHASERS OF HOMES Ai~D
]T~iglR LENDII;G L~STITUTIONS IN ORDER TO SATISFY CERTAIN FEDERAL AND STATE REQUIRE-
NL~,~fS, ~V~PLOI~ES OF DHEP DO NOT CONDUCT INSPECTIONS OR ANALYZE DATA BEFORE A
U~.~'~IFICATE iS ISSUED, THE MUNICIPALITY OF ANCHORAGE IS NOT RESPONSIBLE FOR ERRORS
OR OMISSIONS I*J ~ PROFESSIONAL ENGINEER'S
i; RR4/eJ/D18
(DNEP SEAL)
[Page 2 of 2] 7-19-84
WELL DATA
Well Classifioatiga-
MUNICIPALITY OF ANCHORAGE (MOA)
HEALTH AUTHORITY APPROVAL (HAA)
CHECKLIST - FEBRUARY 1984
264-4720
Legal Description: .&o'7"-5'- ~/.~L'~' /
If A, B. C. D.E.C. Approved (Y/N)
Well Log Present((~N)
Total Depth ~...~. ~. z
Static Water Level
Casing Height Above Ground
Electrical Wiring in ConduitON)
Separauon Distances from Well:
To Septic/Holding Tank on Lot
Date Completed
Cased to Z~'/1//' ~'' /
~'-/-~'~' Yield
Depth of Grouting "~///~
Pump Set At
Sanitary Seal on Casing~N)
Deeression Around Wellhead (Y,~)
?
~/~" " : On Adjoining Lots
/6 ~' ; On Adjoining Lots
Tc Nearest Public Sewer
To Nearest Sewer Service Line on Lot
~. ~'o~" ;Date 3
To Nearest Edge of Absorption Field on Lot
To Nearest Public Sewer Line
Cleanout/Manhole
Water Sa.mple Collected by
Water Sample Test Results
Comments
B. SEPTIC/HOLDING TANK DATA
Date nstalled
Standpipes ON)
Depression over Tank (Y(~
Pumping/Maintenance Contract on File (Y/N)
Holding Tank High-Water Alarm (Y/N) ~/~
Separation Distances from Septic/Holding Tank:
To Water-Supply Well ~'~' /
/
To Property Line
Size /~"~ ~/'~ No. o} Compartments
Air-tight Caps ~N) Foundation Cleanout (Yt~
Date Last Pumped
~f/~' ;for
Temporary Holding Tank Permit (Y/N)
To Building Foundation
/.
To Disposal Field
To Water Main/Service Line
Course
To Stream, Pond, Lake, or Major Drainage
Comments
Page 1 of 2
72 026{11/84)
ABSORPTION FIELD DATA
Soils Rating in Absorption Strata
Date Installed ?- ,/~ ' ~-~
Width of Field ~"~" ·
,t~)/~'/ Type of System Design
Length of Field
Depth of Field
~.,~ .j~ Gravel Bed Thickness
Standpipes PresentCN)
Date of Last Adequacy Test
Square Feet of Absorption Area
Depression over Field (Y~!~
Results of Last Adequacy Test
Separation Distance from Absorption Field:
To Water-Supply Well ,/0~' ! To Property Line // 1
To Building Foundation /7, ? /
Lot LC//,~
To Water Main/Service Line ,4//',,~
To Stream/Pond/Lake/or Major Drainage Course
To Driveway, Parking Area, or Vehicle Storage Area ¢~"¢ ·
To Existing or Abandoned System on
; On Adjoining Lots /'d"¢
.,/.
To Cutbank (if present)
/ ,f
Comments
Da~ Dimensions
Size in Gall, ohs ~ Manhole/Acc:ss(Y/N)
"H~;~vaOt:'r ~leaVrelm Level aat t ~,.~ "Pump C~l~n~(e~/ClN~t
Tested for
Electrical Codes (Y/N)
Comments
r~MOA
** Check Permitted Bedroom Rating Against HAA Request **
I certify that I h&v~ chgcked, g~rified, or conformed to all MOA an~d HA,~ guidelines in effect on the date of this inspection.
Signed ~"L/? 'J/4'~/I ' Date
Company ~¢'~ MOA NO.
. cei t
Date of Payment C~_ ~ ~-
Amount: $ ~% . ~ Engineer's Seal
Page 2 of 2
72-026
ALASKA
eh dlROFImeFITAL COF1TROL
~n§in~erin§ ~ ~nuironment(~[ $1udi¢$
InC.
DICK SCHAFFER
C/O 4241 B STREET SUITE 202
ANCHORAGE ALASKA
99503
9/9/85
SELLER-MARGARET & JESSE WARD DICK SCHAFFER
C/O 4241 B STREET SUITE 202
ANCHORAGE ALASKA
99503
50356
LEGAL:SUNDI LAKE LOT 5
ADEQUACY TEST FOR SEWER SYSTEM
ADEQUACY TEST DATE-9/5/85
THE TYPE OF ABSORPTION SYSTEM IS A CRIB WITH AN AREA OF 846 SQFT.
THE SYSTEM IS CAPABLE OF ACCEPTING 450 GALLONS OF WATER PER DAY.
THE SURGE CAPACITY OF THE SYSTEM IS 729 GALLONS.
BASED UPON THE TEST DATA THE SYSTEM IS ACCEPTABLE FOR A
3 BEDROOM HOME.
SEPTIC TANK ADEQUACY
THE EXISTING SEPTIC TANK VOLUME OF 1250 IS ADEQUATE FOR
THIS 3 BEDROOM HOUSE.
THE SEPTIC TANK/PACKAGE PLANT WAS PUMPED ON 9/5/85 ·
1200 ~¢sl 33r~ /~uenue, Suite ~*Anchordge, Alos~o 99503.(907) 561-5040
ALASKA ENVIRONP"C~NTAL
CONTROL SERVIC~.~ INC.
1200 West 33rd Avenue, Suite B
ANCHORAGE, ALASKA 99503
(907) 561-5040
SHEET NO.. OF.
C.ECXES S¥ O^TE
SCALE