HomeMy WebLinkAboutBIRCH HILLS ESTATES #1 BLK 1 LT 8ABirch Hills
Estates #1
Block 1
Lot 8A
#050-082-05
\\ Municipality of Anchorage
Development Services Department
.r\
Building Safety Division
On-Site Water and Wastewater Program, 4700 Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650 Page of
www cl.anchorage.ek.us (907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number. �Vl_�!J(l� �� PID Number:
"ams �' f Wastewater System: ❑ New Upgrade
567A
ABSORPTION ABSORPTION FIELD
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Inspections performed by:
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Development Services Department Approval
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Reviewed and approved by:
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PERMIT No. SWO6O194
PACE 2 OF 3
Municipalit of Anchoraqe
DEPARTMENT OF HEATH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Tele hone 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
LEGAL LOT 8A BLOCK 1 BIRCH HILLS ESTATES #1 P.I.D. NO. 050-082-05
FV1—FV8-W
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NEW I.D.S.F. T /\ LNEW 1 GALLON
NEW 550 GALLON FAAT HDPE SEPTIC TANK
ALBERT S.T.E.P. TANK
APPROXIMATE
SEPTIC AREA
LOT 9
LOT 7A
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SCALE: 1' - 40
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PERMIT NO.SWO60194 PACE 3 OF 3
Municipalit of Anchorage
DEPARTMENT NIINMENTALTSERVICES DIVAS SERVICES
P.O. Box 196650 a Anchorage, Alaska 99519-6650 • Telephone; 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
LEGAL LOT 8A BLOCK 1 BIRCH HILLS ESTATES #1 P.I.D. NO. 050-082-05
INSULATION
89.2'--,/ I NEW 1300 GAL.
POLY. TANK
MTI=84.2'-,, MTI
DIST. LINE -83.11'
I
GRADE
/-86.8
87.5'
m
IY,- DISCHARGE PIPE
550 GALLON FAT ALBERT
WITH PUMP ASSEMBLY
'INAL GRADE
INSULATION a vxo77%
nneu
ram,
�YMO
A
NO GROUNDWATER
74.8' B.O.H.
GRADE
BOTTOM OF SAND=80.8'
N. T. S.
oe K,`I•&• LIQ,
4A A. $bd:t
mh 169,9
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�, Rising on ectric. Inc.
A ',� „Ori
\" 1!,14916 \Voodland Drive
IMI Eagle River. AIC 99577
`P" (907) 622-6717
December 5, 2006
Richard Tweed Shafer
Tweed Excavating & Const.
17034 Eagle River Loop
Eagle River, AK 99577
Re: Harry Froehle @ 12117 Dee Lane - Eagle River, AK 99577
Dear Tweed:
The lift station at the above referenced property has been wired in accordance with NEC
and State/Local codes.
Thank you.
Sincerely,
Kevin S. Hornbuckle, Owner
Administrator License Number 1284
Specialty Contractor License Number 27285
Municipality of Anchorage
Development Services Department
Building Safely Division
On -Site Water and Wastewater Program
4700 South Bragaw SI.
P.O. Boz 196650 Anchorage, AK 99519-6650
�.cI Qrshq fle ak us
(907) 043-7904
Soils Log - Percolation Test '
Performed For: v CAO�1 U!+_ / rl Dale Performed:
Legal Description: L U in ,g I)' //�(}!T! !' e�,f'T Township, Range, Section:
o,P9ali/ e
S/4 lev SWA110
640
WAScnOUNDWATEn �%�
6:f. ENCOUNTERED?
e
IF YES, AT WHAT DEPTi17 L
Depth to Waler Aner D
P
Monitoring? Q p E
Date: 7 U a
COMMENTS
PERFORMED BY:
PERFORMEDIW
A. •ir
1W4
Site Plan
Q
Reading
Delo Gross Time Nei Time
Depth to Water
Nei Drop
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PERCOLATION RATE`S A)4 Imiraaeraahl PERC HOLE DIAMETER 2
G `0
TEST RUN BETWEEN FT AND �Z_rT `—Y"
7
CERTIFY TIIAT TIIIS S AS
D
WITFI ALL STATE AND MUNICIPS IN EFFECT ON THIS DATE. DME: L (/
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 South Bragaw Sl.
P.O. Box 198850 Anchorage, AK 99519-850
www.ci.anchorage.ak.us
(907) 343-7904
ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET
To: SSS ENG
Legal description: BIRCH HILLS ESTATES 01 BLt LT 8A
The attached paperwork has been reviewed and Is being returned for the following reasons:
Al its
1/ -alb _.r ...�•
. ' •
f�I 31140. ill • •:�/ I �:• •.
. . . • I'VAS 1111,44, l
Name of reviewer: &9
,Doik)E
/ n7 GlY e e -
C y.Prr
Z Date: December 19, 2006
Please supply the necessary information and re -submit your request.
LEAVE THIS FORM ATTACHED TO THE PAPERWORK
MUNICIPALITY OF ANCHORAGE
Development Services Department
Onsite Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ONSITE WASTEWATER DISPOSAL SYSTEM PERMIT
Upgrade
Permit Number: SWO60194
Legal Description: BIRCH HILLS ESTATES #1 BLOCK 1 LOT 8A
Design Engineer: 0003 S & S Engineering
Owner Name: HARRY FROEHLE
Owner Address: 12117 DEE LANE
EAGLE RIVER. AK 99577 -
Date Issued: Jul 05, 2006
Expiration Date: Jul 05, 2007
Parcel ID: 050-082-05
Site Address: 12117 DEE LANE
Lot Size: 26464 SQ. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the construction of:
❑✓ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ 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 engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by calling
(907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
5. The following special provisions.
A. THE ENGINEER NEEDS TO DO AN ADDITIONAL PERCOLATION TEST DURING THE CONSTRUCTION OF
THE SEPTIC FIELD. PLEASE SUBMIT STAMPED AND SIGNED RESULTS WITH THE AS -BUILT INSPECTION
REPORT. IF THE RESULTS REQUIRE A DESIGN CHANGE, CONSTRUCTION OF THE SYSTEM WILL STOP
PENDING ON-SITE REVIEW AND APPROVAL.
B. THE UPPER SIX INCHES OF THE MOUND SYSTEM MUST CONSIST OF TOP SOIL AND THE MOUND MUST
BE VEGETATED SUFFICIENTLY TO PREVENT EROSION.
C. INSULATION IS REQUIRED FOR THE MANHOLE.
D. PROVISIONS ARE TO BE MADE TO ENSURE THAT THERE WILL BE NO PARKING OVER THE SYSTEM.
q lz1/06
1_4 Rne waioa. 'yj:ewJ, few
Received By:
Date: 0
HEALTH AMHORTY
APPROVALS
SEWERSWATER
LWN D(TENSRONS
SEWER 6 WATER
SSPEcNON
ENMNEVW4GSTLOES
ANDREPORTS
WELL INSPECTION
& FLOW TEST
SITE PIANS
SOIL TEST
STRUCTURAL Ri
KCNANICAL
INSPECTIONS
ON SRE
WASTEWATER
DISPOSALSYSTEM
DESIGN
September 18, 2006
MUNICIPALITY OF ANCHORAGE
Development Services Department
P.O. Box 196650
Anchorage, AK 99519
REFERENCE: Lot 8A; Block 1; Birch Hills Estates S/D
12117 Dec Lane
ROBERT C. COWAN, P.E.
CMLENGINEERS
(907)694-2979
FAX(907)694.1211
Request you grant a waiver on the referenced property for the horizontal separation
distance between the proposed leachfield and the south -West property line at 1 foot.
Due to the width of the of the existing driveway this is the only location to install a
replacement system.
We do not anticipate any adverse effect on the adjacent property.
mation, please contact us.
WAIVER FEE: 17S10
PAYMENT DATE:
RECEIPT
17034 NORTH EAGLE RIVER LOOP • SURE 204 • EAGLE RMER, ALASKA 99577
Parcel I.[
Property
Mailing addri
Site address
Municipality of Anchorage
Development Services Department
Building Safely Division
On -Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.orglonsile
(907)343-7904
ON-SITE SEPTIC/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Legal description (Sub'd, Block & Lot)
Legal description (Township, Section & Range)
phone
Code
-e- C -L C Zip Code g16_7_)
Lot Size Z( �4lLa�j Sq. Ft. Number of Bedrooms
THIS APPLICATION IS FOR ([Dail that apply):
Absorption Field
NX D; F
Septic Tank
Renewal
Holding Tank
❑
Privy
❑
Private Well
❑
Water Storage
❑
certify that the
Single Family C
Permil/Rush Fees:
THIS APPLICATION IS AN:
Initial
❑
Upgrade
Renewal
❑
nformati n is correct. I further certify that this application is being made for a
and isjA accordance with applicable Municipal Codes.
or authorized agent)
r
Dale of Payment:
Receipt Number:
(Rev. 11/05)
Waiver Fees: _ 4 i% 5
Date of Payment: a� vn
Receipt Number:'6t%$I
W
KALTHALRHOPoTY
APPROVALS
SEWER& WATER
MANUTETSIONS
&EWER & WATER
INSPECTION
ENCUNEERNGSTCDIES
ANOREPORTS
WELLNSPECTION
& FLOW TEST
SITE PIANS
r* incl
SOILTEST
PERCOLATION
TEST
STRUCTURAL&
MECHANrAL
N&PECTIONS
ON SITE
WASTEWATER
06POSALSYSTEM
CESIGN
June 27, 2006
MUNICIPALITY OF ANCHORAGE
Development Services Department
P.O. Box 196650
Anchorage, AK 99519-6650
Attn: Deb Wockenfuss
REFERENCE: Lot 8A; Block l; Birch Ilill Estates #1
ROBERT C. COWAN, P.E.
CML ENGINEERS
(907)694-2979
FAX(907)694-1211
Request you temporarily waive the requirement for a percolation test and groundwater
monitoring on the referenced property.
An IDSF system has been designed to be installed over an existing failed trench.
(Design details have been previously submitted.) To attempt the excavation of a test
hole prior to construction will result in the old, saturated trench leaching into the test
hole, making ground water monitoring impossible.
The test hole excavated by us on this property for the original system showed no
ground water. A test hole excavated by another engineer on the adjacent lot also
showed no ground water as well as similar soil conditions.
We do not anticipate encountering ground water, and soils are GW with sand and silt,
which will be suitable for a bottomless IDSF. The waiver fee ($175.00) has been
paid. A new soil log with percolation testing will be submitted with the
documentation paperwork.
If you require
Shafer, P.E.
information, please contact us.
17034 NORTH EAGLE RIVER LOOP • SURE 204 • EAGLE RIVER ALASKA 99577
MALTNAUNORRY
APPROVALS
SEWERS WATER
M" EXTENSIONS
SEWERAWATER
"PECTION
ENGINEERWGSTUOIIES
ANDPEPORTS
WELL94SPECTION
S FLOW TEST
SITEPLANS
SOLTEST
PERCOLATION
TEST
STRUCTURAL&
MECKMACAL
06PECTIONS
ONSITE
WASTEWATER
DISPOSALSYSTEM
DESIGN
nG
ROBERTC. COWAN. P.E.
ROBERM SHAFER P.E.
CMLENGINEERS
(907)694-2979
June 8, 2006 FAX(907)694.1211
MUNICIPALITY OF ANCHORAGE
Development Services Department
P.O. Box 196650
Anchorage, AK 99519
REFERENCE: Lot 8A; Block 1; Birch Hills Estates Subdivision #1
It is requested that you Issue a permit to install a new I.D.S.F. upgrade to serve the
existing four bedroom house on the referenced property.
A test hole was excavated and a percolation test performed. The approximate location of
the test hole is located on the attached site plan. At the time of excavation on 1/9/82 water
was not found.
We do not anticipate any adverse effects on neighboring wells, septic systems, reserve
areas or drainage patterns by the installation of the proposed septic system. The
construction of this system will not prevent any future development on any of the adjacent
properties.
If you
Enclosure
information, please contact us.
Shafer, P.E.
17034 NORTH EAGLE RIVER LOOP • SURE 204 • EAGLE RM:Ft ALASKA 99577
1." = 40'
DESIGN
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ROBERT C. COWAN, P.E.
ROBERTA. SHAFER P.E.
CML ENGINEERS
(907) 694-2979
FAX(907)694-1211
INTERMITTANT DOSING SAND FILTER SPECIFICATIONS
Lot 8A; Block 1; Birch Hills Estates Subdivision N1
WXNAAPPFANA ^
June 8, 2006
LS
GENERAL STATEMENT OF WORK
SEWE,M41N� NSONS
The work and plans covered by these specifications consist of furnishing all labor,
materials, tools, transportation, and equipment necessary to complete an Intermittent Dosing
Sand Filter system as described herein and on the attached drawings.
SEWERS WATER
NSPEctm
All work under this project shall comply with current Municipality of Anchorage (MOA)
Regulations.
The scope of this project includes the installation of a new 1300 gallon HDPE septic tank, a
bRE� 8T DES
550 gallon Fat Albert S.T.E.P. tank, and a new I.D.S.F. septic system to serve the existing
four bedroom residence located on the referenced property.
SITE INVESTIGATION
WELL MLSPECTICN
S FLOW TEST
The Contractor must carefully examine the project documents, have full knowledge thereof,
have investigated the site, and be satisfied with the conditions affecting the work.
Conditions include, but are not limited to those bearing upon transportation, disposal,
SITEPw+s
handling and storage of materials, availability of labor, water, electric power, roads, and
uncertainties of weather, physical conditions at the site including all underground utilities,
the conformation and condition of the ground, the character of equipment and facilities
RCAOCESIGN
needed preliminary to and during prosecution of the work. The Contractor must be satisfied
with the character, quality and quantity of surface and subsurface materials or obstacles to
be encountered. Any failure by the Contractor to become acquainted with the available
information will not relieve him/her from responsibility of performing the work as stated in
SOLTEST
these specifications and drawings.
Location of utilities will be the contractor's responsibility.
PER( ATION
TEST
STRUCTURALS
MEC/MNICA.
14SPECTKM
CN SITE
WASTEWATER
06PCSALSISTEM
CESIGN
17034 NORTH EAGLE RNER LOOP • SURE 204 • EAGLE RIVER ALASKA 99577
Pape 2
Lot 80. Block 1; Birch Hills Estates Subdivision 01
June 8, 2008
SEPTIC TANK / LIFT STATION / AIR COMPRESSOR
A. General
The work under this section consists of the performance of all operations pertaining to
furnishing and installing the septic tank/lift station, air compressor and piping to the sand
filter.
B. Materials
Tank
a. Septic tank shall be a two compartment tank of at least the minimum size
indicated on the drawings and MOA approved.
b. First compartment shall have a separate 4" pump -out riser. The second compartment
shall have a separate 4" pump -out riser.
2. Manhole Riser or Lift Station Tank
a. An additional second compartment manhole riser shall be capable of being equipped with
the following:
1. A junction (Nema 4x) box or equal, bonded or attached to
the pump basin.
2. UL listed electrical cord grips, installed in the J -box.
igo
b. An additional tank (M.O.A. approved) may be provided for the
effluent pumping assembly and the items in (a.) above.
3. Effluent Pumping Assembly, Controls, Alarm & Piping
a. Effluent pumping assembly shall be of approved materials, including the following:
1. A 110 volt or equal U.L. Listed effluent pump.
2. High-densityPVC cylinder housing the pump, with level
controls and screen, serving as a baffle to prevent the screen
from clogging.
Pape 3
Lot 8A; Block 1; Birch Hills Estates Subdivision 01
June 8, 4008
3. All piping shall be PVC or other non -corroding material.
b. Pump controls and alarm system shall be an approved system with the following options
consisting of;
1. Event counter
2. Elapsed time meter
3. Program timer
4. 10 wattheater
5. Remote alarm panel option with a minimum of 80 DB
sound pressure at 24", operating temperature 30AC to
65AC, continuous sound to be located in the home.
6. Oil -tight visual alarm with push -to -silence feature.
Automatic audio -alarm reset.
15 amp motor rated toggle switch, double pole, double
throw with three positions; manual (man), automatic (auto)
and center (off) (H.O.A.).
8. Nema 4x -rated, fiberglass, or equal, enclosure with hinged
cover.
9. All controls to be installed as per manufacturer's
recommendations.
10. Control panel to be installed on outside wall of home within
sight of septic tank/lift station.
c. Piping from the septic tank to the sand filter is to be 1 1/4" PVC schedule 40 solvent weld
piping properly bedded as described in Materials Specifications and sloped to drain back
to the lift station. Insulation board 2" thick and T wide centered over pipe is to be placed
where soil cover is less than 4' depth over pipe.
d. The airline from the house to the filter is to be HDPE arctic insulated pipe 3/4"-2" SDR -
11. The compressor will have a gauge (0-10 psi) and be extended into the living area or
garage for easy monitoring by home occupants.
Pape 4
Lot 80. Block 1; Birch Hilts Estates Subdivision 81
June 8, 2008
4. Air Compressor
a. Air compressor shall be a THOMAS LINEAR SEMES model number 5060-A or 5070V -A or
M.O.A. approved equal.
CONSTRUCTION SEQUENCE
In order to insure proper installation, the system is recommended to be installed in the following order:
I. Sewer line from house to tank
11. Septic tank/lift station
M. Sand filter
IV. Leachfield bed (if required)
V. Final grading
CONSTRUCTION
1. Construction Instruments
Contractor shall provide instruments such as transits, or levels, for establishing proper
elevations and levelness of pipe or materials.
2. Pipe Laying
All pipe shall be laid with material free of large or sharp rocks and organic matter.
Each section of pipe shall be handled carefully and placed accurately. The spigot end shall
be fully inserted pointing in the direction of flow and glued in place to make a water tight
seal.
Each section of pipe shall be properly supported to insure true alignment and an invert
which is smooth and free from roughness or irregularity.
At all times, when work is not in progress, open ends of pipe and fittings shall be closed
so that no undesirable substance will enter the end of the pipe or fittings.
Pape 8
Lot 80. Block 1; Birch Hills Estates Subdivision 81
June 8, 2008
3. Bedding or Pipe for Sewer Lines
The pipe should be bedded with materials free of large or sharp rocks and organic matter,
compacted. Native materials may be used as back fill material above the pipe, provided it is
free of large rocks and organic matter.
All lift stations shall be installed in accordance with the manufacturer's recommendations
and standards. Electrical installation is to be in accordance with the National Electric Code
(latest adopted edition) by a licensed electrical contractor, with M.O.A. inspection where
required. If MOA inspection is not required, a licensed electrician is to provide a letter to the
Engineer stating that the system meets or exceeds all applicable codes.
4. Excavation
Excavate to proper depth to allow gravity flow, install tank level, tolerance 0.05 foot, on
undisturbed or compacted classified sand fill material.
Create a level sand surface over the tank and add 2" burial foam +35 PSI directly over
tank. Mound unclassified soil over tank with a minimum of 2 feet of cover and anti -flotation
weights that may be required in areas of shallow ground water.
5. Connections
All connections to be as per MOA requirements, PVC 3034 piping with Caulder or
equivalent couplings for inlet riser pipes.
All tank connections are to be completely watertight.
Page 8
Lot 8A; Block 1; Birch Hills Estates Subdivision 01
June 8, 2008
SAND FILTER
The work under this section consists of the performance of all operations pertaining to furnishing and
installing the sand filter.
A. Materials
1. Sand Filter
a. Liner (if required - not required for bottomless sand filter) - OSI Model LI or
equivalent. 30 mil PVC cut and fabricated to provide water tight enclosure of
filter sand volume. Seams to be permanent as per Manufacturer's
recommendations. All connections, such as boot flanges, through sand filter to
be permanently bonded to the liner.
b. The Contractor shall provide a washed sand to meet ASTM C-33 Concrete Sand
Specifications with the additional requirement that all but 1% of the materials
passing the #100 sieve be removed. All sand shall be approved for use by the
Municipality of Anchorage (M.O.A.). If the sample does not meet specifications,
all sand will be removed and replaced.
c. The Contractor shall be responsible for providing pea gravel that shall be
washed material containing no fines (0% passing the 4100 sieve) and
maximum size of 1/4" diameter.
d. The Contractor shall provide the manifold assembly. The manifold assembly
shall be of approved materials with orifice shields and flushing assembly. All
drilled holes to be cleaned of burrs and pipes flushed, prior to assembly.
Flushing valve to include riser to finish grade. Lateral distribution piping is to be
laid level (@ t 0.05').
e. Sidewalls and top of the filter box to be insulated with 2" direct burial polystyrene
insulation.
f. The Contractor shall be responsible for providing filter fabric.
g. Air coil in sand filter to be geoflow WF16-4-24 150 LF placed 6" above bottom
of sand.
Pape 7
Lot 8A; Block 1; Birch Hills Estates Subdivision 81
June 8, 2008
Construction of Sand Filter
The sand filter construction is to follow procedures as outlined below, as applicable to this
design.
Pea gravel and filter sand are to be hand leveled to proper depth (tolerance within 0.05 feet)
in filter, taking care not to allow mud or fine soil material into the filter or gravel layer. This
would include any soil material picked up by excavation machinery buckets while loading
specified material. The Contractor should estimate filter material volumes such that
allowance is made for wastage of material in contact with the ground at site.
The area over the sand filter to be finish graded with a minimum of 2 feet of cover and to
prevent ponding of surface water runoff. Side slopes shall not exceed 3:1.
The Engineer will reject any sand or pea gravel that does not meet specifications or is
contaminated in transit or while handling. If such material is placed in the filter, all soil
material may be required to be removed and replaced with new material.
CONTRACTOR/ INSTALLER
f//VNt �4J SOILS LOG
Ile 9" MUNICIPALITY OF ANCHORAGE T4
• P DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 13 PERCOLATIONTEST
825 L. Svwl, Anchwpa, Alaska 99501 264-0720
SOILS LOG — PERCOLATION TEST
PERFORMED FOR: HAmnnnn COn4trllntioII DATE PERFORMED: 82
LEGAL DESCRIPTION: Lot 9, Block 1, Birch Bill Estates
.nc, M['t.N l•,T[ u, ea
1
2
3
4
5
6
7
8
0
10
11
12
13
14
15
16
17
18
19
(FEET) I Topsoil
GP, Poorly graded
gravel
Bedrock
Ycrnon L. (toalls
No. CE 5107
I■■.■■■■.■■
INNNEEM-WENE
■■■■■■■■■
S■■■■.11��",,O■■
m■
=.EWIN
09�r
F~
101
u
■
NMS
NOUN
Embs
zv
WAS GROUND WATER S
ENCOUNTERED? _No U Jy
P , r l(�
IF YES, AT WHAT E
DEPTH? S
U
20
•np,77 •°.°°°°.�- �•PERCOLATION(mmusef/inch) J6fEn V, \�" RATE
TEST RUN BETWEEN FT AND FT
COMMENTS Bedrock slopes to the west under site
PERFORMEDBY: Vernon L. Roelfs CERTIFIEDBY:Vernon L. ROelfsL. Roelfs DATE: I0-26-82
/IA98 16//9)
ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND
REPAIR AGREEMENT
MEMORANDUM OF UNDERSTANDING
BETWEEN hIYNICIPALITY OF ANCHORAGE
AND _"19,P 7 FSG a4 F
THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this
It Day of Ju N of 2Q 06,t by and between Aerie F. ,L/=
herein the "OWNER," and the Municipality of Anchorage, herein the
"MUNICIPALITY." In consideration of the mutual covenants contained herein, the
parties to this Memorandum of Understanding agree as follows:
I. ADVANCED WASTEWATER TREATMENT SYSTEIIIS. Municipality
grants permission to Owner to utilize and operate an Advanced Wastewater
Treatment System (A W WTS), described as �� i �. S . F located
at /-9,q/�J ICC ///J/ �t / , Anchorage, Alaska.
2. Definitions.
A. 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. Prior to
performing any alterations to an AW WTS the owner must obtain a
Wastewater Disposal System Construction Permit from the Municipality
pursuant to Anchorage Municipal Code (hereinafter, "AMC") 15.65.
B. Certificate of On -Site Systems Approval. 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 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.
C. Damage. Any man-made or natural change in a system that would inhibit
the system from performing as designed.
D. Maintenance and Repair. The scheduled and as needed replacement of
existing parts, components and pieces of an AWWTS that were included in
the original design which would allow the AWWTS to continue to
perform as designed.
E. Permit (Construction) An On -Site Wastewater Disposal System
Construction Permit as defined by AMC 15.65.
F. Permit (Operating) An Advanced Wastewater Treatment System
Operating Permit. An annual permit, issued by the Municipality, that
allows the Owner to operate an AWWTS, upon meeting all the
requirements of this agreement, the conditions of Operating Permit, the
requirements of the On -Site Wastewater System Construction Permit and
all relevant provisions of AMC 15.65
3. Fee. Owner shall pay to Municipality an annual f of
($_.00), payable on or before the issua cc o the o erat b -rmit and annually
thereafter. The annual fee is due on or be re the anni ersa y date of the approval by the
Municipality of installed system.
4. Term. The term of this Memorandum of Understanding shall be for the life of the
AWWTS.
The term begins on the date of approval by the Municipality of the installed system and
shall continue while the AWWTS system is in use or operational or until the property is
sold or title is transferred by owner and a new certificate of On -Site approval is issued to
the new owner or transferee of the property.
5. Alterations. Installation and Removal of Additional Equipment. Owner agrees
not to make any alterations, removal of parts or additions to the AW WTS without a
Construction Permit from the Municipality.
6. Maintenance and Repairs.
A. Throughout the term of this Memorandum of Understanding, the Owner shall
maintain AW WTS in good repair. In addition, it shall be the responsibility of the
Owner during the term of this Memorandum of Understanding, and any extensions or
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.
Further, Owner agrees to comply will all applicable ordinance, laws, regulations,
rules and orders for the AWWTS.
B. Owner agrees to provide the Municipality a written schedule of routine
maintenance and repairs which have been performed on the system pursuant to the
terms and conditions contained in the Owner's AW WTS Operating Permit. This
schedule shall be submitted to the Municipality annually upon the renewal of the
permit. The schedule of maintenance and repair contained in the Owner's A W WTS
Operating Permit is:
C. Owner acknowledges that the fine schedule for failing to maintain and repair an
AWWTS are codified in AMC 14.60.
D. Owner agrees that only maintenance, repair personnel certified by the
Municipality will inspect and make any necessary maintenance, repairs or permitted
alterations to the system.
E. Owner agrees to grant the Municipality reasonable access to test and inspect the
AW WTS upon 24 hours written notice.
F. Owner agrees that any sale or transfer of title of the property will not occur
without a new Certificate of On -Site Systems Approval.
G. Owner agrees that the relevant provisions of the standard specification guidebook
for AW WTS is the governing professional guidelines for the construction,
maintenance and repair of the Owner's AW WTS.
7. Nonwaiver. The failure of either party at any time to enforce a provision of this
Memorandum of Understanding shall in no way constitute a waiver of the provisions,
nor in any way effect the validity of the Memorandum of Understanding or any part
hereof, or the right of such party thereafter to enforce each and every provision
hereof.
8. Amendment.
A. This Memorandum of Understanding shall only be amended, modified or changed
by a writing, executed by authorized representatives of the parties, with the same
formality of this Memorandum of Understanding was executed and such writing shall
be attached to this Memorandum of Understanding as an amendment.
Q. For the purposes of any amendment modification or change to the terms and
conditions of this contract, the only authorized representatives of the parties are:
Owner:
Anchorage: Purchasing Officer
C. Any attempt to amend, modify, or change this contract by either an
unauthorized representative or unauthorized means shall be void.
9. Jurisdiction: Choice of Lnw. Any civil action arising from this Memorandum of
Understanding 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 Memorandum of Understanding.
10. Severability. Any provisions of this Memorandum of Understanding decreed
invalid by a court of competent jurisdiction shall not invalidate the remaining provisions
of the Memorandu fUndertanding.
OWNER:
By:
STATE OF ALASKA )
) ss.
THIRD JUDICIAL DISTRICT )
The foregoing instrument as acknowledged before me thise'2�day of ,
20�, bY���•
My Commission expires:
MUNICIPALITY:
By:
Date: D G
Title:
Date:
STATE OF ALASKA )
) ss.
THIRD JUDICIAL DISTRICT )
The foregoing instrument as acknowledged before me thise'2�day of ,
20�, bY���•
My Commission expires:
72-013 (Rev. 3/78) • / i'
\ } MUNICIPALITY OF ANCHORAGE
1 DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street - Anchorage, Alaska 99501 Telephone 264-4720
/
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
NAME
PHONE
NEW
—Zlr
❑ UPGRADE
MAILING ADQA.FSS� ✓
hl
LEGAL DESCRIPTION
L 5 6,11
LOCATION NO.
NO.O DROOMS
Fj
;File -2117
DISTANC O:
W";/00 74-
Absop
iLDwefyV±
N
Z—j
V y
aManulxture
Mat(T.11 P /
U
No, of compart ents
W F
yuIons
�.l
IF HOMEMADE:
Inside length
Width
Liquid depth
d be
DISTANCE TO:
Well
Dwelling
PERMIT NO.
JZ2
_ —�
Manufacturer
Material
Liquid capacity in gallons
O
W
DISTANCE TO:1
Well
11j4
Founds
Nearest to Ilna
PEPIPT, O.
15-
W W
No. of lines
T! ca oafl
wl
Tre2r
Distance bet :e ' s '
1-
J
4 inches
i
a-1
Tohe mg
hlines
Matealn
O
p of
/ !
a6
Total i;i ton area
inches
Length Width
Depth
PERMIT NO.
W
U
a f-
W fL
Type of crib Crib tliamet
Crib depth
Total effective absorption area
a
DISTANCE TO: Well
Building foundation
Nearest lot line
epth
Driller
Distance to lot line
PERMIT NO.
J
J
W �
DISTANCE TO: Building foundation
Sewer line
Septic tank
Absorption area(s)
OTHER
PIPE MATERIALS
SOILTESTRATING
f
INSTALLER
�iYCQ(/Q �t-
/Q
REMARKS
�
OFrp
1
n
tabaA ti St.a4.r •„:
.
Y
i w-EIF
mr
ham(•.•. ..
(C.J •t••..Nw••• ���6
� %PAOFESSa47•
4 �i
APPROVED���^ - ;UTI. E LEGAL
72-013 (Rev. 3/78) • / i'
ML-1t•J I C I"fjnL I TV nF" Fit -.1c -F ^+F�Fit3E
' DEPARTMENT HEALTH AND ENVIRONMENTAL .iOTECTION
825 'L' STREET, ANCHORAGE, AY.. 9?501
264-4720
OM -SITE SE 4EF: F•EFRt•1 I T
PERMIT NO. C 820055 )
APPLICA14T HARRY FROEHLE S. P.. S 196-X EAGLE RIVER 694-2979
LOCATION OFF EAGLE RIVER, LOOP
LEGAL L8 E 1 BIRCH HILLS EST. .�\ LOT SIZE 26136♦ SQUARE FEET
TYPE OF SOIL ABSORPTION SYSTEM IS: DP,AINFIELD
MA'IMUM NUMBER OF BEDROOMS = 3 SOIL RATING (SO FTIBR)= 85
THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS:
C�EF=•TH= t. LEt4i3TH= 2 4iD GIT-:Fi'v'EL C•EF•TH=
THE LENGTH DIMENSION IS THE LENGTH CIN FEET) OF THE TRENCH OP. DRAINFIELD.
THE DEPTH OF A TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE
GROUND AND THE BOTTOM OF THE EXCAVATION CIN FEET).
THE TFiEt-40C" 1,11C+ -T-" I = IZICiCf FEET_
THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE
AND THE BOTTOM OF THE EXCAVATION CIN FEET).
F?E 1�J I F.EC� SEF`T I C TAt-AFS ZODCyn GFiLLr t-Ja--
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 (JILL SERVE.
] I tJSF ECT I ID nF= E F?ESU I FREFa ---
BAC'FILLING 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 (JELL OR 150 TO 200 FEET FROM A PUBLIC WELL DEFENDING
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 IS 75 FEET.
OTHER.. REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE
AVAILABLE TO INSURE PROPER INSTALLATION.
F EF:t1 I T Er{F• I FZES C?EiCEt1E*EF2 2�1., 1�4L
I CERTIFY THAT
1: I AM FAMILIAR. WITH THE R..EQUIREMENTS FOP. ON-SITE SEWERS AND WELLS AS SET
FORTH BY THE MUNICIPALITY OF ANCHORAGE.
2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES.
I UNDERST .H,(iT THE r ITE SEWER. SYSTEM MAY REQUIRE ENLARGEMENT IF THE
RESIDENCE I REtq LED T F LURE MORE THAN 3 BEDROOMS.
SIGFJED' --�(��L(1 ----
- -----------------
F ICANT HAF,P,YQ�ROEHLE
ISSUED BY --I {!t - - �Z __ V4. 0
-------------DATE-3�--
PERFORMED
LEGAL
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 2643720
SOILS LOG — PERCOLATION TEST
/ I DATE PERFORMED:_
1 /
2 7/L Ty
e..
t re'
31 4 Gu/- C0Ber
G 2 5
8s *1';l32
7
A /
8—GP — av«H -7
9 /SO e7
LE
SLOPE
10--
0 ` 80 1 -km a hale.
11 Py •'` 1/ WAS GROUND WATER �D
b2q-ENCOUNTERED?
12
IF YES, AT WHAT
13 DEPTH?
14
15
P��•OF'44., !
16 p y\• JIt
••• �f
17-
18 Robert Sholor F.
19
AOFESSIOIIAL
KSOILS LOG
❑ PERCOLATION
TEST
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
i11
K, .
d
20
// PERCOLATION RATE
TEST
_.......... Rii. ��i�_. i _ -t>n i!/ l UN 4e1TWEEN.,'��f FT'
JP.
vp 1 t �C J i/S7`C'hf s/70Ca/d /llP S/t/�
PERFORMED BY:S 'S IF/AlrE.PI�G CERTIFIEDBY:,4-
72-006 (6/79(
(minutes/inch)
FT
-0'� I
->. t` \' _. - r
-• " APPLIC>"INT FILLS OUT UPPER HAI" ONLY
Time
Property Owner /irk Pio e 17 e
Phone
Mailing•ACtlress 7 Zip Code
Dale
Buyer
Dare
Date
Address -5;�,w dF - ZIP Code
Inspector
Lending Institution . /moi //
V „+ (r
Phone
Address Zip Code -
Field Notes:
Realty Co. d Agent
Phone
Address ' / O/V Zip Code
r�
Legal Description Z,5 U CJ!7/ B���y
C7
( PPROVEO BEDROOMS %�5
Street Location '
( ) DISAPPROVED
Type of Residence 1
( ) CONDITIONAL APPROVAL'
DATE �� Y
Single Family
BY:
Multiple Family No. of Bedroom•
Solis Rating
❑ Other
Well To Absorption Area
Water Supply
Septic Tank Size
Individual
ATTACH WELL LOG. A well log Is required for all wells drilled since June 1975.
O Community
For wells drilled prior to that date, give well depth (attach log
If available).
❑ Public Utility
[/
Sewer Disposal
'
IndividualYsar Individual Installed:
❑ Public Utility When Connected to Public Utility:
❑ Holding Tank
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REGUEST BEFORE PROCESSING CAN BE INITIATED.
Time
Time
Time
Time
Dale
Date
Dare
Date
Inspector
Inspector
Inspector
Inspector
Field Notes:
MUNICIPALT(Y OF ANQ(ORAG
P,
ENVI0.J;V.,. h.A_ I.A.-(_TICN
-UEC 13 1982
RECEIVED
( PPROVEO BEDROOMS %�5
'CONDITIONS OF APPROVAL
( ) DISAPPROVED
( ) CONDITIONAL APPROVAL'
DATE �� Y
BY:
Solis Rating
Date Sewer Installed
Well To Absorption Area
Well Log Received
Septic Tank Size
Well to Tank
rem3 0,52,