HomeMy WebLinkAboutSHERWOOD HEIGHTS LT 1Sherwood
Heights
Lot 1
#020-042-22
Municipality of Anchorage
Community Development Department Page 1 of 3
On -Site Water and Wastewater Program
4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907) 343-7904
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP151211 PID Number: 020-042-22 ❑✓ New ❑ Upgrade
Name:
Vladimir and Alla Kurteev
ABSORPTION FIELD
❑ Deep Trench [I Shallow Trench ❑✓ Bed ❑Mound
Address
15665 Robin Hood Drive Anchorage, AK 99516
❑ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
3
1.0GPD/SF
'r3.10 ' Z'Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
+3.1 Ft.
Gravel depth beneath pipe
.5 Ft.
Subdivision Block Lot
Sherwood Heights 1
Fill added above original grade
5.7-6 Ft.
Gravel length
34 Ft.
Township Range Section
Gravel width
15Ft.
Beds: Number of Lines
3
Distance between lines
Ft.
SEPARATION DISTANCES
To
Septic
Absorption
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Lift Station
Tank
Line
Ft.
well
>100'
>100'
>100'
>75'
>25'
TANK El Septic ❑ S.T.E.P. ❑ Holding [] Other
Manufacturer
Advantex/AnchorageTank/Orenco
Capacity
1,500Gal.
Surface water
>100'
37'*
N/A
N/A
Material
FAP/Fiberglass
Number of compartments
Two
Lot Line
>5'
>10'
N/A
NIA
NA
Foundation
>5'
>10'
N/A
N/A
LIFT STATION
Manufacturer
Capacity
Curtain Drain
>20'
>20'
Gal.
RemarksSee Waiver No. OSV151079.
Pump on level at
in.
Pump off level at
in.
High water alarm at
in.
Existing Well on Lot Decommissioned in Accordance
with Municipal Code.
Pump make and model
Electrical Inspections performed by
MOA
PIPE MATERIAL House to tank D3034 Tank to D3034
drainfield
Installer
G & R Excavation
Drainfield HDPE C01MT D3034
Inspector MEA
BENCHMARK (Assumed elevation) 100.Oft
Inspection
7/31/15 8/1/15
Location and description
dates: Zd
3'd 8/1/15 4'"
Garage Slab
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL
9�i[�11
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Conditional Approval: Date
4918
A. .... ........ .. ....
MICHAEL E. ANDERSON.: r
���:• CE -4381 •:�2_
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Municipality of Anchorage
DEVEOPMENT SERVICES DEPARTMENT
4700 Elmore Road Anchorage, AK. 99519-6655 - 343-7904 Page 3 of 3
On -Site Wastewater Disposal System or Well Inspection Report
Permit Number: OSP151211
90.7
93.3
90.2
PID No.: 020-042-22
90.7
�3 1
OG I II II X7.6 TYPG 1rh II 1 OG
85.6
75.6
Groundwater @ 83.8'
5-15-11
34' (Bed Length)
85.6
PROFILE AS -BUILT ,•'�=r' "'�
W
49th
Scale: NONE s 6 '"n"
E. ANDERSON
CE -4381
@ i0VM'- 23:3, 907--345-0262 ALPINE fjRILLING PAGE 01/01.
tC¢MMurkity Dave%pMerit LJepa"Me
On -Site Water and Wastewater Pibgram
4700 On'twe St. • P.O. Box 19£650 Anchctrags, AK 99619 -WW • httOlw"
Well Decommissioning La
al datrsc: Block Lot !
SubdiviSiOnG�Gl1�� s - --
. (907) 343-7904
R� T Section__ .w. Lot
On3lte Water & Westewatar Program certified cenhactor parformtng the well dammmissloaing:
Namr+, rr Signature
La
Wei &=nmlasioning date a:_ �3 ^�„rj�' Methed of dacorranlssisning: AMC 15.55.06OL9 a�• �� _ b.
4oeatWn: Use theSPace paWw to 9rovide d drawing of the ProPe+'IY showing fhe 4dlowinq Items;
North arrow
• r1dCDPnrnisstane�9 wall, _
Other water wells On the proPeny,
'f-wo saperais swing -46 diatsnces for eech wetl shown on the drawdng,
Note: Th, swing -tis distances shah to measured from either psrmanert strucWres or the property comers.
R
if
WI e31 -4J&
04/21'2015 21:43 907-345-0202 ALPINE DRILLIHG PAGE 01/02
Alpine Drilling & Enterprises
Permit Number: #SV4'952299 Date ofIssue- 7.29-16 Parcel Identifiont-xonNumlber:020(i42.22t)Cft
Date Started: 8-3-15 Date Completed; 3-9-15 Is well located at appanved permit location? x Net [_j Na
Legal Description: Shetwoocl Heights Lot f
Property Owner Name & Address; Kanto eve A11a & Vlad9mir
97502 W Cocopah 51
Goodvear. Arizona 85338735s
Borehole Dasa; Depth (ft}
Soil Type, Thi6wess & Wates Strata from TO
Method of Drilling x air rotary O cable toot
- — —
--- --
Casing type: teel
SYiclo-azp ?
2
Wall Ihickness:,.rSf inches
organics &alit y
Gravelly silt s
bedrock 7;
77
147
Diameter: 6 inches Depth: 6t feet 1
Liner Type:
Diameter �w inches Death: feet
Casfn stickup shove ground: 2 feet
� v
Static water level (ftom ground level): Meet
Pumping level: 147 feet after
2. hours pumping 13 gpm
Recovery .Rate: gpm
Method of resting: air li t
Well Intake Opening Type: � —
❑ Open End x Open Hole
,[] Screened Start,— feet Stopped __ feet
17 Perforations Start,•,•_— feet Stopped —_— feet
Grout Type: uentonite tmwyles Volume: Z_Uv„s
Dearth' —_ Start 0 feet m ed ?feet
Intake Depth feet
Jp:
ump size. hp Brand Namo _
Well Disinfected Upon Completion? x yes [] NO
WATER QUALrryTWG
ftm�� `S 1
—'''—---__ couioornt
Nfttftff.GL
ArMlo ""'
Method of Disinfection: �—
--- —
Comments:
Well Driller: Adpaaae Drallirg & E'raterpt lees
PO Box 110496
Anchorage Aid .99511
l
IN
02/11/2016 20:29 907-345-0202 ALPINE DRILLING PAGE 02/02
Development Services Department
Building Safety Division *AR
® on-Site Water & Wastewater Program 4700 Elmore RoadP.O. Box 196650
Mark Begich Anchorage, AK 99507
Mayor www.mu i o /o sire
(907)343-7904
Well Drilling Permit Number: SW Pump Installation Log .29 �
J 1a i I Date of Issue: •,'"q
�
^
parcel Identification Number. r7�0��'aa�,DDa
] egal Desc OrionPro a Owner Na & A �Yva-
�n n �nYAQeI"1 3t q 5 c t�
Date: Lt12io
Pump Intake Depth Below Top of well Casing: M) feet
pump Manufacturer's Name: � ()1, *
pump Model: T 505
pump Size l'/_ hp
Pitless Adapter Burial Depth: �l feet
Pitless Adapter Manufacturer's Name! I TI
Pitless Adapter Installer: O JA
Well Disinfected Upon Completion? P Yes ❑ No
Method of Disinfection:
Comments:
pump Installer Name:
AUoW Pump & WeU Servlce
P.O. Box 110496
Aoebomge, AK 9411-0496
Attention: The pump installer Aall provide a pump installation log to the DSD within 30 days of pump installation.
am
On -Site Water & Wastewater System Permit
Permit Number: OSP151211
Tax Code Number: 02004222000
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
Work Type: WellSeptic Initial
Permit Effective Dates: July 29, 2015 to July 28, 2016
Design Engineer: ANDERSON ENGINEERING
Subdivision: SHERWOOD HEIGHTS
Site Legal Address: SHERWOOD HEIGHTS LT 1 G:3238
Owner/Address: KU RTEEVA ALLA &
KURTEEV VLADIMIR 17052 W COCOPAH ST GOODYEAR AZ 853387356
Site Mailing Address: 15665 ROBIN HOOD DR, Anchorage Lot Size in Sq Ft: 23072
Total Bedrooms: 3
This permit is for the construction of:
Y Disposal Field Y Septic Tank N Holding Tank N Privy Y 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.
�j al Provisions: A well decommissiong log shall be submitted to document decommissioning
of the existing well.
Special Provisions: The surface water protection berm shall be vegetated prior to approval of the
final inspection report. i
Received
Issued By,
Municipality of Anchorage
Ment 3,
No
r
Q �
N
epartment
**** VARIANCE/WAIVER REVIEW****
Waiver#: OSV151079 COSA#: Permit#:OSP151211
PID#: 020-042-22
Legal Description: Sherwood Heights, tot 1
Engineer: Artdedson Engineering
Applicant: Vladimir and Alla Kurteev
Your request for a waiver of the required 1.00 feet horizontal separation from the
absorption field and septic tank to the surface water has been approved. The approved separation
distance is 37.0 feet.
This waiver approval applies to the proposed absorption field and septic tank only. Any future
upgrade to the on-site wastewater disposal system will require all separation. distances be met or
another approval from this department,
❑ The affected adjacent- property owner(s) have been given a 7 day notice regarding this
waiver.
❑Notarized letter(s) of non=objection_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:
rantedDate: �~ Approved by
ame of Reviewer
MUNICIPALITY OF ANCHQRAGd f(ll 092015
Community Development Department
Development Services Division
On -Site Water & Wastewater Program
Phone: 907-3
Fax: 907-343-7997
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcell.D. 020-042-22
Property owner's) Vladimir and Alla Kurteev
Mailing address 17052 W
Street Goodyear, AZ 85338
Day phone
Site address 15665 Robin Hood Drive Anchorage, AK 99516
Legal description (Sub'd., Block & Lot) Sherwood Heights, Lot 1
Legal description (Township, Range & Section)
Lot Size 20,708 Sq. Ft. Number of Bedrooms Three
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(M all that apply)
Absorption Field
0
Initial
Single Family (SF)
(w/wo ADU)
Septic Tank
Q
Upgrade ❑
Duplex (D)
❑
Holding Tank
❑
Renewal ❑
Multiple Dwellings
❑
Privy
❑
(SF and/or D)
Private Well
0
Water Storage
❑
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
Tank and Absorption Bed to Surface Water Distance: 37'
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
w C
(Signature of property owner or authorized agent)
Permit/Rush Fees: 7-3(4 Waiver Fees: —
Date of Payment: I -A11,5 Date of Payment: Va 5
Receipt Number: Q gzzsC? Receipt Number: oat;
Permit No. ___.d{f2P16 Waiver No. C)L,5\/ 15
Permit App__- ::'-.,:c
July 8, 2015
Municipality of Anchorage
Development Services Department
On -Site Water and Wastewater Program
4700 South Bragaw Street
Anchorage, AK 99519-6650
Subject: Lot 1, Sherwood Heights Subdivision
Septic System Design and Permit Application
Impacts to Adjacent Properties
Dear Onsite Services Engineer:
The owner of Lot 1, Sherwood Heights Subdivision intends to construct a three-
bedroom home on the lot. We are therefore requesting a permit be issued for a well
and septic system to serve the new home. The surface are of the lot is small and the
available area for the septic system is limited by the presence of ground water close to
the surface which makes it difficult to place a conventional septic system. We
therefore propose to place an Advantex Treatment System on the lot to provide the
most effective treatment of the septic effluent prior to discharge into the surrounding soil
strata. The location of the absorption system is shown on the attached Site Plan.
Drainage patterns are also shown on the plan and will be modified somewhat as a
result of the proposed construction. The ditch on the south side of Diane Drive flows
nearly year round. A waiver request is attached to decrease the separation distance
from the ditch to the absorption bed to 37'.
Two test holes were placed on the lot in the area of the new absorption bed and
alternate site. Ground water was found at a depth of 4' below the surface. The
percolation rate in the materials encountered was 60 minutes per inch. Our design
provides for the bottom of the absorption bed to be at 2' above the ground surface. We
are therefore proposing to place a three-bedroom Advantex Treatment System. The
absorption bed will be 30' long x 15' wide for a total of 450 square feet of absorption
area. The distribution line in the trench will be placed at 2' above the existing ground
level. A minimum of 2' of existing material will be removed beneath the bed area and
replaced with clean gravel meeting the Municipal Specification for Type IIA Select
Backfill. The bed will be covered with 2' of fill and 2" of insulation and 4' of fill will be
placed over the septic tank to meet Municipal Code and prevent freezing. The side
slopes of the mound will be at 3:1 and extensive landscaping and fill will be required to
insure positive drainage away from the finished mound.
Lot 1, Sherwood Heights Subdivision
July 8, 2015
Page Two
The ground surface of the lot slopes from the southeast to the northwest at a 10%
slope. The bed will be constructed parallel with the contours of the slope as much as
possible in conformance with Municipal requirements. All components of the new
septic system will be constructed a minimum of 100' from the well proposed for this lot.
No conflicts exist between the proposed well and septic system and those in the area.
If the system is constructed in accordance with our design the following statements
apply:
The system, if constructed as designed, will have no adverse impact on the wells
in the area or those to be constructed in the future.
2. The system, if constructed as designed, will have no adverse impact on existing
septic systems in the area or those to be constructed in the future.
3. The system, if constructed as designed, will have no adverse impact on reserve
space, either surface or subsurface, on any lots located in the area.
4. The system, if constructed as designed, will have no adverse impact on drainage
patterns in the area. The current drainage pattern will be maintained.
Sincerely,
w E a 't ,
Michael E. Anderson, P.E.
Attachments
.•• 49th _•_?
MICHAEL E ANDERSON
• No. CE 4381 •
July 8, 2015
Municipality of Anchorage
Development Services Department
On -Site Water and Wastewater Program
4700 South Bragaw Street
Anchorage, AK 99519-6650
Subject: Lot 1, Sherwood Heights Subdivision
Septic Tank and Absorption Bed to Surface Water Waiver
Dear Onsite Services Engineer:
Very little surface area is available for construction of a septic system on Lot 1,
Sherwood Heights Subdivision. The new absorption bed is designed for placement
near the southern lot line which is located directly north of a flowing ditch along Robin
Hood Drive. The southwest corner of the new absorption bed site is 37' from the ditch.
A waiver is therefore necessary from the 100' setback required by ordinance.
An Advantex Treatment System is proposed for construction on the lot which provides
additional treatment to the septic effluent. In addition, the surface drainage path is
away from the ditch at a slight grade. A berm will be placed along the property line to
protect the ditch. If the system should ever overflow the effluent would follow the
natural drainage path away from the ditch. The elevation of the ditch is currently higher
than the existing ground in the area of the new absorption bed.
We therefore request a waiver be issued allowing the septic system to remain in its
proposed location at 37' from the surface drainage.
Sincerely, QQ /n� �
`hof c,�,�,C� lam,
Michael E. Anderson, P.E.
..�....Oft
q<.q�'♦♦
`1r1 #
:• 49th ':'Ot
MICHAEL E. ANDERSON
No. CE -4781
July 28, 2015
Municipality of Anchorage
Development Services Department
On -Site Water and Wastewater Program
4700 South Bragaw Street
Anchorage, AK 99519-6650
Subject: Lot 1, Sherwood Heights Subdivision
Trench Side Slopes
Dear Onsite Services Engineer:
Absorption system sites on Lot 1, Sherwood Heights Subdivision are limited by the
presence of groundwater and tight soils with few areas acceptable for the placement of
an absorption bed. The most suitable area to place the new bed is approximately 22'
from the southern lot line. The total height of the fill for the absorption bed will be
approximately 5' above existing ground. The 3:1 side slope will encroach onto the berm
protecting possible overflow of effluent from encountering the flowing ditch to the south.
We therefore request a waiver allowing the slope to be 2:1. The slope will be covered
with topsoil and seeded with grass. Maintenance will be provided until a flourishing
stand of grass is achieved. The 2:1 slope is standard for fill slope requirements in the
Municipality. No erosion of the slope is anticipated once revegetation is complete.
Sincerely,
wt'd� 'C��
Michael E. Anderson, P.E.
'V . 49th
MICHAEL E. ANDERSON
;-156th AVENUE
\------- ----- -------------------------------
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MICHAEL E. ANDERSON ..: 9a AREA MAP
I
♦�:
11 � NO. CE4381 \ � I
1♦X'. „+._z�,p � r•' �� SCALE 1"= 100'
SHERWOOD HEIGHTS SUBDIVISION
LOT 1
23,072 S.F.
0
M
b
80.79 X
NOTE:
Abandon Existing Well and
Holding Tank in Accordance
with Municipal Code.
Exact Location of Holding
Tank Unknown.
LEGEND:
CO — Cleanout
SV — Septic Vent
MH — Man Hole
TH — Test Hole
MT — Monitor Tube
FCO — Foundation Clean Out
EAST 156TH AVENUE
Power_
103.47 Pole, M
Found 5/B"
Rebar (Ty
p.)
\ \
2'--I
RP DETAIL \ '
SITE PLAN \
SCALE 1" = 40'
0
X
109.35
LOT 1, SHERWOOD HEIGHTS SUBDIVISION
DESIGN FACTORS:
3 Bedroom Home
Perc. Rate: 60 Min./Inch
Application Rate: 1 GPD/SF
3 Bedrooms X 150 GPD/
450 SF/15 SF (Width) =
THEREFORE: Cons
Place Distribution Pit
Coarse Sand to a De
and 2' of Cover Over
Existing Ground
Groundwater
6-15-15
.5'
.5'
2'
2'
2'
SYSTEM REQUIREMENTS:
Raised Bed System
Three Bedroom Advantex Treatment System
Coarse Sand (As Required)
= 450 SF Absorption Area
Length
5' Wide Shallow Bed as Shown Below.
inal Ground Surface. Remove Organics and Place
nal Ground (Minimum). Place Insulation
Bed Minimum of 3'. Place 4' of Fill Over Tank.
Top 6" of Mound Must Be Topsoiled
and Vegetated to Prevent Erosion.
Natural Backfill
2" Insulation & 2' Cover (Min.)
O O O
Drainfield Rock
Coarse Sand (See Specification)
Clean Gravel (Type IIA Gradation)
In Situ ML
2.5' 5' 5' 2.5'
2
71
4" Perforated PVC
Holes Down
TYPICAL BED SECTION
(NO SCALE)
NOTE: Grade Area Surrounding Bed to Drain Away.
Minimum 6' Separation From Bedrock. i
Minimum 4' Separation From Groundwater.
Minimum 100' Separation From Wells in the Area. i
Minimum 100' Separation From Surface Water or Streams.
Minimum 10' Separation From Water Service Line.
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT
4700 BRAGAW STREET ANCHORAGE, AK 99519-6650
DEPTH
(feet)
1-
2
3
4
5
6
7
8
9
10-
11-
12-
13-
14-
15-
17
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION: LOT I, SHERWOOD HEIGHTS SUBDIVISION
PERFORMED FOR: VLADIMIR KURTEEV
DATE: 6/2/15 PROJECT No.:
PARCEL ID#: TECHNICIAN: W. ROBERTS
TEST HOLE 1
OG/OL
SANDY SILT W/GRAVEL
ML
DENSE/DAMP
BOH @ 12'
SLOPE
WAS GROUND WATER ENCOUNTERED? YES
N
0
• c9.
49th
E. ANDERSON
SITE PLAN
SEE SITE PLAN 5!
z
Y
IF YES ac WHAT DEPTH? 7' O 10%
DEPTH OF WATER AFTER MONITORING: 4'
DATEOFMONITORING 0/15/15
DATE
READING
GROSS TIME
(MINUTES)
NET TIME
(MINUTES)
DEPTH TO
WATER
(INCHES)
NET DROP
(INCHES)
TEST HOLE PRESOAKED PRIOR TO TESTING:
6/2
1
2:09
1.25"
2
2:39
30
1.75"
0.50"
3
2:41
1.38"
4
3:11
30
1.88"
0.50"
5
3:12
1.25"
6
3:42
30
1.75"
0.50"
PERCOLATION RATE: 60 (MINANCH) PER -C. HOLE DIA. 6f (INCHES)
TEST RUN BETWEEN: 2.0 FT. and 3.0 FT.
COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST.
TEST PERFORMED BY ANDERSON ENGINEERING. I, MICHAEL E. ANDERSON CERTIFY THAT
THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS
TIATF• 7/9/15
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT
4700 BRAGAW STREET ANCHORAGE, AK 99519-6650
DEPTH
(feet)
1-
2
3
4
5
6
7
8
9
SOILS LOG - PERCOLATION TEST I
LEGAL DESCRIPTION: LOT I, SHERWOOD HEIGHTS SUBDIVISION
PERFORMED FOR: VLADIMIR KURTEEV
DATE: 6/2/15 PROJECT No.:
PARCELID#: TECHNICIAN: W• ROBERTS
TEST HOLE 2
OG/OL
SANDY SILT W/GRAVEL
ML
DENSE/DAMP
rim.
SLOPE
49th
E. ANDERSON
S 1117 PLAN
SEE SITE FLAN
t
WAS GROUND WATER ENCOUNTERED? YES
10 IF YES (✓i WHAT DEPTH? 6.51 S
DEPTH OF WATER AFTER MONITORING: v' O 10%
11 DATE OF MONITORING: 6/15/15 0
14
15
16
17
18
19
DATE
READING
GROSS TIME
(MINUTES)
NET TIME
(MINUTES)
DEPTH TO
WATER
(INCHES)
NET DROP
(INCHES)
TEST HOLE PRESOAKED PRIOR TO TESTING:
6/2
1
2:20
2.50"
2
2:50
30
3.00"
0.50"
3
2:52
2.25"
4
3:22
30
2.75"
0.50"
5
3:23
2.50"
6
3:53
30
3.00"
0.50"
PERCOLATION RATE: 60 (MIN/INCH) PERC. HOLE DIA. 6" (INCHES)
TEST RUN BETWEEN: 2.5 FT. and 3.5 FT.
COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST.
TEST PERFORMED BY ANDERSON ENGINEERING. 1, MICHAEL E. ANDERSON CERTIFY THAT
THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS
DATE: 7/9/15
ADVANCED WASTEWATER TREATMENT SYSTEM
MAINTENANCE AND REPAIR AGREEMENT
BETWEEN MUNICIPALITY OF ANCHORAGE
AND Vladimir & Alla Kurteev
THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this
8 Day of July of 20 15 , by and between Vladimir & Alla Kurteev
herein the "OWNER," and the Municipality of Anchorage, herein the
"MUNICIPALITY." In consideration of the mutual covenants contained herein, the
parties to this Maintenance and Repair Agreement agree as follows:
1. Advanced Wastewater Treatment Systems. Municipality grants permission to
Owner to utilize and operate an Advanced Wastewater Treatment System
(AWWTS), described as
Advantex Treatment System
located at (legal description).
Lot 1, Sherwood Heights Subdivision
2. Definitions.
Alteration. Any change to the design or function of an AW WTS that
includes the installation or removal of any parts, components or pieces not
included in the original construction permit and design.
Certificate of On -Site Systems Approval (COSA). An approval by the
Municipality of existing water and wastewater disposal systems given at
the time of property sale and title transfer in accordance with Anchorage
Municipal Code (hereinafter, "AMC") 15.65. These approvals certify that
the systems are adequate for the homes that they support and meet the
codes that were in place at the time of system construction.
Damage. Any man-made or natural change in a system that would inhibit
the system from performing as designed.
Maintenance and Repair. The scheduled and as needed replacement of
existing parts, components and pieces of an AW WTS that were included
in the original design which would allow the AW WTS to continue to
perform as designed.
Permit. An On -Site Wastewater Disposal Permit as required by AMC
15.65 to construct and operate an AW WTS.
3. Term. The term of this Maintenance and Repair Agreement shall begin on the
date of approval by the Municipality to operate the installed system or issuance of a
COSA, and shall continue while the AW WTS is in use or is operational or until the
property is sold or title is transferred by the owner and a new COSA is issued to the
new owner or transferee of the property.
4. Alterations, Installation and Removal of Additional Equipment. Prior to
performing any alterations to an AW WTS, the owner agrees to obtain an On-site
Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65.
5. Maintenance and Repairs.
A. Throughout the tern of this Maintenance and Repair Agreement, the Owner shall
maintain their AW WTS in a satisfactory condition capable of producing treated
septic effluent in accordance with the equipment's approval for operation in the
Municipality. The owner shall enter into a service agreement with an AW WTS
service and maintenance provider approved by the municipality and the
manufacturer of the AW WTS for the entire term of the AW WTS. In addition, it
shall be the responsibility of the Owner during the term of this Maintenance and
Repair Agreement, and any renewals thereof, at the owner's sole expense, to pay
for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement
costs, and (5) inspection costs.
B. Owner agrees to comply with all applicable ordinance, laws, regulations, rules
and orders for the AW WTS.
C. Upon request by the Municipality, the owner agrees to provide the Municipality a
written schedule of routine maintenance and repairs which have been performed
on the system. When a record of maintenance is documented and maintained by
the system vendor, the owner agrees to allow the Municipality access to this
information.
D. Owner acknowledges that the fine for failing to maintain and repair an AW WTS
may be assessed in accordance with AMC 14.60 for improper discharge.
E. Owner agrees that only maintenance and repair personnel approved by the
Municipality will inspect and make any necessary maintenance, repairs or
permitted alterations to the system.
F. Owner agrees to grant the Municipality reasonable access to test and inspect the
AW WTS upon 24 hours written notice.
G. Owner agrees that any sale or transfer of title of the property will not occur
without a new Certificate of On -Site Systems Approval.
H. Owner agrees that the AWWTS installation and maintenance requirements as
provided by the AW WTS vendor/installer and approved by the Municipality are
the governing guidelines for the construction, maintenance and repair of the
Owner's AWWTS.
6. Nonwaiver. The failure of either party at any time to enforce a provision of this
Maintenance and Repair Agreement shall in no way constitute a waiver of the
provisions, nor in any way affect the validity of the Maintenance and Repair
Agreement or any part hereof, or the right of such party thereafter to enforce each and
every provision hereof.
7. Amendment.
A. This Maintenance and Repair Agreement shall only be amended, modified or
changed by a writing, executed by authorized representatives of the parties, with
the same formality that this Maintenance and Repair Agreement was executed
with, and such writing shall be attached to this Maintenance and Repair
Agreement as an amendment.
B. For the purposes of any amendment modification or change to the terms and
conditions of this agreement, the only authorized representatives of the parties
are: /2 q�� R- I�Uleleeva. Owner: i�L/T��1i7
b. Municipality: Director, Community Development or designated authority
C. Any attempt to amend, modify, or change this contract by either an unauthorized
representative or unauthorized means shall be void.
8. Jurisdiction: Choice of Law. Any civil action arising from this Maintenance
and Repair 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 Maintenance and Repair
Agreement.
9. Severability. Any provisions of this Maintenance and Repair Agreement decreed
invalid by a court of competent jurisdiction shall not invalidate the remaining
provisions of the Maintenar
OWNER:
STATE OF ALASKA
THIRD JUDICIAL DISTRICT
and Repair Agreement.
f°Qiil (print name)
ss.
The foregoi`n instrument was acknowledged before me
20J�bY VIA�ir iCor�ep�/
�1 o
" PUS 4
NOTARY PUBLIC FOR ALA5
My Commission expires: 67-044-7
"]
MUNICIPALITY:
in
Date: /3 -
Date:
name) Title:
MUNICIPALITY OF ANCHORAGE
MEMORANDUM
Date
To:
From: x /Z"K Z.
Re:
—x-
/7,7
Signed
91-015 (Rev. 1/81)
r
Municipality of Anchorage
#� Department of Health and Human Services dl"lh5
825 "L" Street
Tom Fink,
Mayor P.O. Box 196650 Anchorage, Alaska 99519-6650
June 23, 1988 CERTIFIED MAIL NUMBER
P 126 633 105
Walter Thomas
15601 Robin Hood Drive
Anchorage, Alaska 99516
Subject: Construction of an On -Site Wastewater System Without a
Valid Permit, Lot 1 Sherwood Hgts., P.I.N. 020-042-22
Dear Mr. Thomas:
On June 14, 1988, I responded to a complaint that a septic
system was being constructed on your lot without a permit.
When I arrived at the subject lot I found a trench with sewer
rock and perforated pipe in it. This is in violation of the
Anchorage Municipal Coder Chapter 15.65, Wastewater Disposal
Regulations, Section 15.65.120 A. Also, while at your lot, I
discovered the tank you are presently using as a holding tank
is located approximately 20 feet from the stream flowing along
Robin Hood Drive. This also violates the Wastewater Disposal
Regulations.
As we discussed at your office on June 15, 1988, the method of
wastewater disposal on your lot needs to be permitted,
engineered and inspected by an engineer to comply with the
ordinance. We agreed that you.would complete this by July 15,
1988.
Today I spoke to Stan Hoofard, of the Department, and he
informed me that your application for assistance to pay for the
required upgrade appeared good. If this is the case, I
recommend you acquire this money as soon as possible and
upgrade.
If you have any question or comment of the above feel free to
contact me at 343-4744.
Sincerely,
�'j P, J��
Daniel J. Roth
Civil Engineer
On -Site Services
ALASKA RUIROnUTRL COnTROL SHUNS, InC.
Engineering & 6nuironmenlal Studies
July 20, 1988
Municipality of Anchorage
Department of Health & Human Services
825 L Street
Anchorage, AK. 99501
Attn: Stat: Hoofard
Re: Lot 1, Sherwood Heights Subdivision
Dear Mr. Hoofard:
`dUNICIPALITY OF ovr�^.vo
DEPT. OF HE. s
WIRONMENTAL
AUL 2.1 1c.,�Q
QECEI`v'a
I have examined the subject lot several times. In the early 80's we had done a
series of soil tests on that lot. The lot is very wet. There is from 1 to 4
feet of peat. One former owner attempted to installed a ditch to collect the
water and route it off of the lot.. It was only slightly successful. There is
a ditch of flowing water on the south. East 156th Avenue is not .built and water
is flowing off of it. The well location is shown on the attached sketch. It's
location severely limits the use of this lot.
The lot would support a peat mound system. Personally, I am optimistic that a
peat system would work for him. This site would be a good research site for
another system. You may want to discuss this with Lee and Jewell. However,
until the research is finished and the MOA decides what it wants to do with peat
systems this alternative is probably out of the question. Right now his only
apparant option is a holding tank. I would also recommend that he limit his
water' use to reduce the costs for pumping maintenance.
Here is my estimate of work to be done:
Engineering
Site plan
Design & Specifications
Inspections and as -built
MOA permit fee
Holding Tank & Installation
Let me know what you desire.
�CC�dnth, OSS
$100.00
150.00
80.00
90.00
$420.00
$3500.00
Sincerely,
Leroy Reid, Jr., hD, PE
Presid t
1200 West 33rd Auenue. Suite B • Anchorage. Alaska 99503 • (907) 5615040
Municipality
of
An►chorage
August 19, 1988
DEPARTMENT OF PUBLIC WORKS
(3500 East Tudor Road)
P. O. BOX 196650
ANCHORAGE, ALASKA 99519-6650
(907) 786-8160
TOM FINK,
MAYOR
Walter. and Violet Thomas
5601 Robin Hood Drive
Anchorage, Alaska 99516
RE: Sherwood Heights Subdivision, Lot 1
Dear Mr. and Mrs. Thomas:
The above described property was platted July 17, 1968 which is,
prior to the date of the area wide rezone Area G-5, April 3, 1984
As per. chapter 21.55. of the Minicipal Code, lots of record may
be developed with a single family dwelling and accessory
structures even though such lots fail to meet the requirements
for the area or width or both, that are applicable in the
district. Further more, setback and lot coverage requirements
applicable to those nonconforming lots shall be those of the zone
with the largest lot area requirement within which the lot would
be conforming.
A mobile home was placed and occuppied prior to the date of
zoning without the requiir.ed permits. Since the use has been
continuous and did not cease for a period of more than one year
the use of the mobile home would be considered a nonconforming
use of land. This nonconforming review pertains to Title 21 Land
Use Regulations only. Other requirements must be reviewed by the
Agency or. Department involved: example, Health Department
concerning sewer and water.
If you have any questions regarding this letter please call
weekdays between 8-9 A.M or. 4-5 P.M. at 786-8345.
Sincerely
Michael Kerr
Zoning Enfor.cemeny Officer
Building Divsion
MK/blh mkl/thomas
T.
Municipality
o
Anchor j
a1x
825 "L" STREET
ANCHORAGE, ALASKA 99501
(907) 264-4111
GEORGE M. SULLIVAN,
MAYOR
DEPARI MENT OF HEALTH AND ENVIRONMEN FAL PHOIEC[ION
December 31, 1980
George King
Rampart School
Rampart, Alaska 99767
Permit #k 800052
Subject: Lot 1 Block 1 Sherwood sorest Subdivision
A permit issued by this department for well and/or sewer
system has expired as of this date.
Permits are issued on a calendar year basis, as stated on
the permit, by authority of Municipal Ordinance.
if you have drilled the well, a well log should be sent
to this department to document the installation date.
If an engineer inspected the installation of the on-site
sewer system, please have them send us the as-builts for
our files.
If there are any further questions, please call this
office at 264-4720.
Sincerely,
A,
A"
Les N.
Buchholz, R.S.
Senior
Environmental cialist
LNB/ljw
enc: Copy of Permit
SWP/057
Irl 1.3 Ir -4 I #--- A. r=" f=f L.- I -F w -e 0 F7 " " IE'l- k . j_-1 F-4 F-1 CA E'l
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 'L` STREET., ANCHORAC"*IE, Ak". IL -19501
264-4720
PERMIT NO. 800052
APPLICANT GEORGE KING RAMPART ALASKA
LOCATION ROBIN HOOD DR
LEGAL LT I BLK :1 SHERWOOD FOREST, LOT SIZE 20000 SQUARE FEET
TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH
MAXIMUM NUMBER OF BEDROOMS = 2. SOIL RATING (SQ F'F/BR)= 250
THE REQUIRED SIZE OF' THE SOI I... ABSORPTION SYSTEM IS:
nL;2 :90
'THE LENGTH DIMENSION THE LENGTH (IN FEET) OF THE TRENCH OR DRAINFIELE.".
THE DEPTH OF A TRENCH OR PIT 1.5 THE DISTANCE BETWEEN THE SURFACE OF 'THE
GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET).
'THERE IS NO SET WIDTH FOR TRENCHES.
THE GRAVEL DEPTH 15 THE MINIMUM DEPTH OF GRAVEL BETWEEN THE ouTFALL PIPE
AND THE BOTTOM OF THE E};CAVATION (IN FEET).
F;-I.o EE Gll L-1 1 F;,I E: E -w f-5 EF Fm _T' 1 t., _F n r-4 PC ._, 11 0 E :1. 0- 121 t.. -Lo C3 1= -f L L_ f--.9 r-4 w -E.
PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE
INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE
NUMBER OF RESIDENCES THAT THE WELL WILL SERVE.
-Ir 14 C:# 11 r-4 �7-- F� EE � _r 1 9_3 " f-7 FfFC-. U � E: LJ I F:."
BACKFILLING OF ANY SYSTEM WITHOUT FINAL. INSPECTION AND APPROVAL BY THIS
DEPARTMENT WILL BE SUBJECT TO PROSECUTION.
MINIMUM DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM "IS.,
100 FEET FOR A PRIVATE WELL OR 150 TO 200 FEET FROM A PUBLIC WELL. DEPENDING
UPON THE TYPE OF PUBLIC WELL.
MINIMUM DISTANCE FROM A PRIVATE WELL TO A PRIVATE SEWER LINE IS 25 FEET AND
TO A COMMUNITY SEWER LINE 15 75 FEET.
OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS: AND C'ONsTRUCTION DIAGRAMS FIRE
AVAILABLE TO INSURE PROPER INSTALLATION.
Fz4 E: FR rl I -r EF - .g -."F:14 I F � IF � Ca U F--- EE M 0 FEE FR ai- -1 , -lL ;� PEI
I CERTIFY THAT
1: 1 AM FAMILIAR WITH THE REQUIREMENTS FOR ON-M,1TE l,5EWERS AND WELLS AS SET
FORTH BY THE MUNICIPALITY OF ANCHORAGE.
2: 1 WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES.
3: 1 UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY PE -QUIRE ENLARGEMENT IF THE
RESIDENCE IS REMODELED TO INCLUDE MORE THAN 2 BEDROOMS.
S I 13NED: ___ ---------------------
APPLICANT GEORGE KI
e c_/
ISSUED ------- V4. 0
825 "I." ST 13 F F"T
ANCHORAGE, ALASKA 99601
(907) 264-4111
GEORGE YL SULUVAN,
MAYOR
DEPARTMENT OF I &At TH AND ENVIRONMENTAL PROTECTION
22, J-980
99767
A uh icy f,c)t 1 13,10CA 1 ShC�':',,Toocl Yorest Subdivisioll
(j:o. TlCzTaj,.,- lF19000!))
,,1n "' '1011 1" In! greulted cm, Pervaits unle-gs work
is luldey way C-mu.-JuAcf il-in. pex-m-i 1:Year, lrL ]QUI' 1>1EQ!, 110
CO-Ildlicted by th:'w deprjrtine.,-ji_ for
Tll(l Allay 1)(-' -r,-,j)Ca:CCj. t-hrough --r:,e--appj!.(,�atJ,on alld
foot;,
1. L i
dro,/ J-urc-har ql-wstioils, please conta(:,-t this
cjkfic::(,, M. 264-1.720,
j. or S ID e a S 1-.
,,fq B/ 1. 1 w
-T
I AT /
December. 31, :1.979
George icing
Ramnar_t School
Rampart, 1,J_aska 99767
Permit r 790005
Subject: Lot-- ]. Block 1 Sherwood =orasi. SubdiviS_i.on
A permit issued by this department n=or well and/or sewer
system has expired.
Permits are .issued on a calendar year basis, as stated on
the per_mit, by authority of: Municipal ordinance.
If you have drilled the well, a well log should be sent
to this department to document the installation date.
If an engineer has inspected the installation of the
on --site sewer system, please have them send us the as-builts
for our files.
If there are any further questions, please contact thiS
office at 264-477.0.
Sincerely,
Les N. Buchholz, R.S.
Senior Environmental. Soeci5ist
LNI3/-1.jw
enc: Copy of Permit
Irml LJ fl'^^If . p Y F-- ! --i L_» I 7"w"
DEPARTMENT 017 HEALTH FIND F.NVIRCiP•ME:AITAL.. F',RO-I'E;C:T:tON
.''�••.�2M -'L.-' STREET.- F• ihdl::hUORfir-;F. AK. 995P.1.1
264-4720
PERMIT t•dCl. 90105 )
APF.,L..ICFINT GE:CR13E F•'..ING F::r=lNPART Si-:F'IciOL_•_E'rlMPART Fit., F.;.
LOCATION ROBIN HOOD Df;:'
LEGAL L.A. Bi . HE F"k'f-ICIOD FOREST t_CI T 'a:• I E: w_C.IC u710 : G!(JARE: F'E1:'I'
I'Irl F11 CIF : CI I L AF::Si RP.T I C,N .53,Y5TE;M I r; : TREFdCFI
t'IA:;:Ft91_ltl NUMBER OF
BEDROOMS, =:.
: r�IL_
E:ri'T'Itd�:; +.; ;�I F:`r,: EF::1-- : 541
T'I-IE:. REQUIRED SIZE
OF THE SOIL. AL:•a:� I� RPT
I I_ N : ,Y: TEr
I .-;
k::-° EE E.b "i.-1—# ` �t_
L_.... E i^ ! Ci " ' V @
OF THE 0,"C HWITI ON CIN
° V -.p n
'['HE
LENGTH DIMENSION
IS THE LENGTH CIN FEET?
OF THE TRENC.:H OF:: F.RflINFIF I...E.,.
THE
DEPTH OF A TFRENC::1-1
OR PIT IS THE C:TST"ANCE
EFTWEE:td 'T'HE ::;URF''f=CE: OF' THE
C:iF:C:IUND
AND THE. BOTTOM
OF THE 0,"C HWITI ON CIN
FEET?.
'THERE IS NO :.ET WIDTH
FOR TF E_NC::HE�-.
THE
IwiRl VEL_ DEPTH IS. 'THE:
MINIMUM DEPTH OF' GFin,'FIVEL..
BETWEEN THE OLITFI'll..l_. F' T PIi::
FINE.)
THE BOTTOM OF THE
EXCAVATION (IN FE E'r ).
E;?. E:: i'= q p..
r X F-'.' r—:-- .-, ;; E FTI
r:.:" F -.d F°-: !F--, _L: M `: FF
F'C:F^MIT APPI._IC:ANT HAS 'THE RESPI; Ns.T.EIII_ITY TO INFORM THIS DL=PARTI'EN-l" F:"I.1RTtlG THE::
Itd'�,TALLATICIN INSPEC:TION!,— OF ANY 1-11 LLS ADJACENT 'TCI THIS PROPERTY r9h1t) THE
NUMBER OF RE. I r.: ENCF=.' . THAT 'THE bdE;.LL 1411...L SERVE.
i - • �:r -..° .�_ �""�: •'' �. p�,::.'�'� p ;A p'-'^�'� 4 @' l r F_:. F;; 7 y P.:•9 �._..II .j. �• ^ �' �' . _.._....._......._...
BACKFILLING OF t-Nke SYSTEM I:dITHOUT FINAL INSPECTION At-g:l F'lPPR:Ci1,AL_ Fri Tt, ;
CIF'PARTHENT WILL BE SUBJECT TO PRI:J'.-E:C'UTION.
M I N i t'IL. M DISTANCE BETWEEN A WELL.. FIND l'it'dY t:It•d `;ITE SE 141-iGE' D I' PO' ,' IL. r':- "t'F t9 Is
:1.00 FEET FOR A PRIVATE WELL.; OR'
1,50 'TO 2;F,wi FEET FROM A PURL I C WELL DEPENDING IJF'ON THE-,: TYPE OF PUF,.:1._ I C:: WEt...L._.
OTHER RE'G!U f REMEtdT MAY APPLY. . p:r=Ct�ihrChFRJ:IC.iFf1h1.: ARE
AVAILABLE TO INSURE PROPER INSTALLATION.
I CE:F:TIF'Y THAT
J.: I AM FAMILIAR W I T'H THE REQUIREMENTS FOR ON -�i; I T' ::;E:LdE:I=:' ; AND WELL'S
.
h'CIRTH BY THE MUNICIPALITY OF ANC:HC:IRAGE,
2: 1 WILL INSTALL THE :•'r'=TFt'T IN FICCORDANC:E WITH TETE: C: DF" .
I UNDERSTAND THAT THF- ON—SITE SEWER MAY RE(.,:!IJ:I:F;.E E:NL..ARGEFIENT IF FFIC::
RE:-; I DE NC:E IS REMODELED -TO I tdC::L.1.1DE MORE 'THAN E,E'GlRO0r-j.r;•
ADPL I CANT GEOF:GE KING
s
V S'^1 R-1104 1 aF . J[ IF" Fl I— I 'r kv" CA V rE I f .4 �Y 6_-E C) tl p Fl Arta F___
4/0
DEPARTMENT HEALTH FIND ENVIRI."It•MENTAL. _"OTE:CTli::N
825 �'�.. STREET, ANCHORAGE, Fik::. 9f:. _,:1.
N. 7' FE � b @-:.:.
PERMIT NO. 7802,90 )
APPLICANT GEORGE: VJNG f:AMPAE:T SCHOOL RAMPART AF': 58"-•8001
LOCATION ROBIN Ht:lf'D DRIVE::
LEGAL L1 A1 SHE;i?b1OI: D FOREST Ln T SIZE 20000 SQUARE ll_IARE=m F FE.1
TYPE OF SOIL AE?SCiE:BTIarta SYSTEM IS: TRENCH
MAXIMUM NUMBER OF E<F'DFS'OOMS m ." SOIL RATING (SO t= T,•'E: R) m 250
THE REQUIRED ! IZE OF THE; SOIL ABSORPTION SYSTEM IS:
ova E � .._ E' p �" 4 " -V V-1: �?p
THE LENGTH DIMENSION I S THE. LENGTH CIN FEET? OF THE TRENCH OR DRF) I NE= I ELE:..
THE DEPTH OF A TRENCH OR PIT IS THE: DISTANCE BETWEEN THE SURFACE OF Tl•lE
EiROUND AND THE; BOTTOM OF THE: EXC:AVFITION <IN FEET).
THERE IS NO SETT WIDTH FOR TRENCHES.
THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL. BETWEEN THE OUTFALl.•, PIPE
AND THE BOTTOM OF THE EXCAVATION (IN FEET).
Eg L'- I-1 X F4 E:= V:=" !�-„ Imo:' IF=^ -T"' X K__: -T." F-1 " K : 1
PERMIT APPLICANT HAS THE RESPONSIBILITY TO I r4 ORM THIS DEF'nwrmar DLIR x Nf i THE
INSTALLATION INSPEC:TIONS OF ANY WELLS, ADJACENT TO THIS PROPERTY AND THE
NUMBER OF RESIDENCES THAT THE: WELL. WILL SERVE.
..._... ^w•_ �.F.g I.'.y < s22 > X r.4 Ri:_` , F:" EF «: " I I0 l l4�.a .n F-1 F_? F_ Fe F._'',. G'_"! k...1 _N.. ® '. V` _0 .».....___ ..�.....
AAC KF I LL I NG OF ANY SYSTEM WITHOUT FINAL INSPECTION FIND APPROVAL BY TFI T S
DEPARTMENT WILL BE. SUBJECT To PROSECUTION.
MINIMUM DISTANCE BETWEEN A 14ELL FIND ANY ON-SITE SEWAaEm. DI.SPOS AL_ ":YSTEnm I:
1_00 FEET FOR A PRIVATE WELL, OR
150 TO 200 FEET FROM A PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WEL-L..
OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS ANL: 1"_"ONSTRI.. CT I ON D I FIGRE'It'15. ARE
AVAILABLE TO INSURE PROPER INSTALLATION,
r=" IE �•_• EE Et "�I F EE w �_ „" ..." ._!_, ".. ;
I CERTIFY THAT
1: :E AM FAMILIAR WITH THE RE:f.?U I RE t'1ENTS FOR ON-SITE SEWERS AND I aE:LLe_:-,. A'�. SF.,T
FORTH BY THE MUNICIPALITY OF ANCHORAGE.
2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE IT i.)DUS7..
".: :E' UNDERSTAND THAT THE ON ITE SEWER SYSTEM MAY REQU I RE' ENLARGEMENT IF THE:
RESIDENCE 15 R • DEL -ED TO INCI,.LIE MORE THAN : BEDROOMS.
i PLIC:ANT GEORG k::INI3
TO
FROM
MUN!"DPALITY :+E Pd' rJRAV
'DEPT, OF I'.cAli I S
ENVIXQNMENTAL PaV'ii:CTION
JAN 5 1919
SIGNED
REPLY
4b -,
SIGNED
;. D
R.difv,rm a 4S 471
Poly Pak (50 sets) 4P471 SEND PARTS 1 AND 3 WITH CARBON INTACT - PART 3 WILL BE RETURNED WITH REPLY
:jewex ancz water Vection
�PPLICRNT GE�RGE KJNG BX]4 FPO SEHi7LE N
i'OCHTION RO8IN HOU[7lOki _�~(—,J
�EGHL LT 1 BLK1 5HE�Wi)OD '�(� v��� LOT SIZE
NONE
20006 SOUHRE FEET
TYPE 0F SOIL H8SORBTION SYST1 M IS: TREHC|1
NOW IIll IM NUMBER OF BEDROOMS = ] SOIL RHTING (SQ FT/BR)- 230
THE REQUIRED SIZE 0F THE SOIL H8SORPTION SYSTEM IS:
THE LENGTH l)lMENSlUH IS THE LENGTH ON FEET) OF THE TRENCH OR DRRIP17IELv
THE DEPTH On S TRENCH OR PIT IS THF DISTHNCE 8ETNEEM THE SURFACE OF TOE
GROUND HHD THE '::UTTOM OF THE EXCHVHTlOH (lK FEET>
lHFRE 7S NO SET WIDTH FOR TRENCHES
THE MY IV, DEPTH IS TUMINIMUM DEPTH 0F GRHVEL BETWEEN THE OUTFHLL PIPE
HN� THE 8OTTGM OF THE EXCHVHTION (lN FEET)
--- �'�iI 1! j! : 113��j': . : I L:. � : ':: �:. ]I i� fl. I jj . I � : � PT 00 KT ������F's i::: �i � � ii�
BSCKFTL| ING |)i YSTEM H}THOUT FlNHL IMSPECTI0N H011) HPPROVHL 5Y THAS
0EP!lRTMENT to|L( BSU8JECT TO PROSECUAyr TON.
�lNIMUM DTST�HCE BETWEEK 0 NELL HND HNY ON~SIlh SEW6GE Q-ISPOSHL SY5Tkin I�
180 FEET FOR H PRlV8TE WELL GH 208 FEET FOR H PU8LIC NELL
0THER REQUIRE1 � 1ENTS MHY HPP1 SPECIFIUNI fUPTV HAD CARTS TRUCTION 01GRHHS HRE
HVH�LHBLE TO IWURE PR(|PER INSTRLLH7lON
251(; E. t-tclor ltoncl
1%11chora1;C-, Al;rskn 99507
276-2221
Performed Ior or -,,Georg IC'tncr _ )r to Per(orr•i"J
C;------ --------- --.8/1-176—
llesCri l,t i on : hot 1 Block 1 Sherwood Forest Subv.
this form re)orts: Soils for - -. atio- - ----- - -..__ --
J - -- -- fcrcoln test Y
DepUl
Gw -CFI
Feet
9 -
GW—CH
-
2 - CH
(1100 )
3 - CH
(400)
4 _' CFI
(1100)
5 _ CH
(400)
6 _ CH
(400)
7 — Gw (85)
R -
Gw -CFI
(P50)
9 -
GW—CH
( 250 )
10 -
G'Pl_CII
( 250 )
11 -
GVI-CH
( 250 )
12 -
Gid (85)
13 -
G'11 -C'11
( 250 )
1 j, -,
MI --CH
( 200 )
15 - GW -CH ( 200 )
16 - CRI -CH ( 200 )
17 -• G4? -CH (?^^)
18 - CH (1+00 )
19 —. CH ( 400 )
20 — CH (LJ00)
21 - CFI 0100 )
Flat
Was ground water encountered? y, s If vus, at r•rirat depth?
---- --- -
lRadiny ---
-- -
- Date` Gross _Time Net
Time -- Ucptlr to lti`nlcr
--
Ilet i)rip
- - -
1011--
-
---- -
- - - -- 5" -- - -
12 11 !
— — — —
—
- - --- ----- — ——3.e..I----— —
_
15- 1(�3" --
-
-
40
1 6„
-----
-19n
Percolation
rate 11,7 per inch
- - --------
-
--- -. _ _
•Prof ose�l
-minute.,
rnsi.allaOun: Sec ,iye Pit
Drain E icicl
Oc;rth of
Inlet - -
---------- -__-. UCptlr to bottom
of frit or trenci,
CO'
h11ICIITS:
S -e €attached :Letter
Com?/ (c_r L free Ly:��c�'�yi���_
EQ 010 ((;/7,1)
Richard A. Drahn, I'VE.
Richard A. Drahn
Mr. George King
9452 Canton hoop
Anchorage, Ak. 99502
Dear Mr. Kings
This Letter will suppleme�_t thesoi.l analysis and percolation test
performed on your iot 1, Bloch, 1, s4eA :ooa vorust eubv. on
Between 181 and 20.5', a consolidated layer of clay was encountered
as indicated by extremely difficult drilling although no gravel was present.
At 7.0.51, water was encountered. The water was confined under 'the clay
layer and immediately began to rise under artesian pressure. We left
the site and retuned two days later to record the static water level
at about two feet below ground surface. The hole was filled with water
to the surface and the percolation test shown on the accompanying report
was made.
You have indicated that you will not be installing a seepage trend.
in 'uhe immediate future. The purpose of this letter is to provide you
with something to show to your excavator and the muni,iplcli.i,y i::.
n' althou"l: t,hemalu ilbrought up by the auger
was all, clay. We have Indicated the apparent gravel zones encountered
that were .logged from the sound of the drill as it passed through the
gravel layers. When the trench is excavated for construction, it will
be possible to determine a more pr-:cise location of the gravel zones.
Sincerely,
Richard A. Drahn, P.E.
Earl Cuzzort
16 'Sept, _75
:,.
9!-)erwood xt...
V
j
iAll sediments in this
E
Peat area were very wet. The
1conta.ct between the peat
and the Gm to Gw was
lk
saturated. Thera were
several coarse ,,:nd bodies,
at approximatly 7 ft that
jl.
were saturated also.
Gm
t[7
Gw
� 4
_.
k ,
r
F
,.' G)'.,tact Yes
-
f S
t 'r
Gm to Gw at 1 S5, sq,ft/bdrm
Win. .... . . ..rtm ..� .:..-.. _ _ -. .._ -..-. .. . .... .. .. .. ... .. ..-, .. .. ...
:a. -:aur r Pereco D , 16 ,Sept 75
)Caev� air/42vt