HomeMy WebLinkAboutT15N R1W SEC 8 LT 32Lot 32
"NOT ELIGIBLE FOR COSA"
Inspection not approved, not scanned but
available with file
MUNICIPALITY OF ANCHORAGE
Development Services Department
On-Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK g9519-6650
(907) 343-7~04
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Initial
Date Issued: Apr 06, 2009
Expiration Date: Apr 06, 2010
Permit Number: SW090029
Legal Description: T15N R1W SEC 8 LT 32
Design Engineer: 0003 S & S ENGINEERING
Owner Name: Tom Sanborn
Owner Address: 20844 BOWERY LANE
CHUGIAK, AK 99567-
Parcel ID: 051-091-04
Site Address: 020844 BOWERY LN
Lot Size: 0 SQ. FT.
Total Bedrooms: 0 Permit Bedrooms: 0
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.
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, Alaska 99519-6650
www.muni.org/onsite
(907) 343-7904
ON-SITE SEVVER/~VELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 0
ProperS/owner(s) /'-~ %/~b/~ Day phone
Mailing address ~,0' 2,'5 /,.it~,t~Z//~:~: ~t'~'~T';~.ZipCode
Legal description (Sub'd., Block a Lot) ~'~/-;~2; '")--/'5/f~; l~lU.9) <~r:¢-.
! ·
Legal description (Township, Range & Section)
Lot Size .Sq. Ft. Number of Bedrooms
THIS APPLICATION IS FOR ('~3 all that apply):
Absorption Field ~]
Septic Tank [~
Holding Tank []
Privy []
Private Well [-I
Water Storage []
THIS APPLICATION IS AN:
Initial ,~
Upgrade []
Renewal []
(Signature of property ~._~.~odzed agent)
Permit/Rush Fees:
Date of Payment:
Receipt Number,
(Rev. 11/05)
Waiver Fees:
Date of Payment:
Receipt Number,
ROBERT C. COWAN .
CIVIL ENGINEERING
March 31,2009
PH: 907-694-2979
FAX: 907-E94-1211
MUNICIPALITY OF ANCHORAGE
Development Services Department
P.O. Box 196650
Anchorage, AK 99519
REFERENCE: Lot 32; TI5N; RIW; Sec. 8
It is requested that you issue a permit to install a new I.D.S.F. septic system to serve
the proposed four bedroom house with attached 2 bedroom mother in law apartment
on the referenced property.
Two test holes were excavated and percolation tests performed by S & S Engineering.
The approximate locations of the test holes are located on the attached site plan. At the
time of excavation on 3/20/09 ~vater was found at seven feet on test hole #1, and no water
was found on test hole//2. After monitoring ground ~vater for seven days water was found
at five feet in test hole #1 and nine feet in test hole//2.
We do not anticipate any adverse effects on neighboring wells, septic systems, reserve
areas or drainage patterns by the installation of the proposed innovative septic system. The
construction of this system will not prevent any future development on any of the adjacent
properties.
If you require additional information, please contact us.
tt~. Sharer, P''~Enclosure .E
15861 S. Blrchwood Loop Road - C. hugiak, Alaska 99567
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Municipality o! Anchorage
Development Services Deparlmenl
Building Safely DMslon
4700 Soulh Bragaw SI,
(907) 343-7904
Slope
9-
10.
20.
Soils Log - Percolation Test
Tow.ship, Ra~tge. Section:
Rending Dale Gross Time Nel Time I Deplh to Waler Net D~op
~" /0 1~ "1~'~ ~/.
PERFORMED BY: I CERTIFY TIIAT 1HIS TEST WAS
PERFORMED IN ACCORDANCE WiTH ALL STARE AND MUNICIPAL GUIDELINES IN EFFECT ON 1HIS DATE. DAIE:
14.
Performed For:
Legal Desc~lplion:
Municipality of Anchorage
Development SenAces Depadment
Buffding Salely Division
On. Site Waler and Waslewaler Program
4700 South Br;gaw SI.
(907) 343-7904
Soils Log - Percolation Test
Slope
5-
r"
WAS GROUND WATER
ENCOUNTERED?
Tow~tship, Ra,ge, Section:
SRe Plan
1'EST R ~UN EEI~EN ~ FT AND ~ F'
PERFORt, IED BY: I CERIlFy TI [AT 1HIS TEST WAS
PERFORMED IN ACCORDANCE WITH ALL STALE AND MUNICIPA'L GUIDELINES IN EFFECT ON IHIS DATE. DATE:
znq
ROBERT C. COWAN .
CIVIL ENGINEERINC;
PH: 907-694-2979
FAX: 907-694-121t
INTERMI'ITANT DOSING SAND FILTER SPECIFICATIONS
Lot 32; TI5N; RIW; Sec.8
March 31, 2009
GENERAL STATEMENT OF WORK
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.
All work under this project shall comply with current Municipality of Anchorage (MOA)
Regulations.
The scope of this project i~.cludes the installation of a new I.D.S.F. septic serve
the proposed./(bedroom residence located on the referenced property, system to
SITE INVESTIGATION
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 beating upon transportation, disposal,
handling and storage of materials, availability of labor, water, electric po~ver, 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
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 ~vith the available
information will not relieve him/her from responsibility of performing the work as stated in
these specifications and drawings.
Location of utilities will be the contractor's responsibility.
15861 S. Birchwood Loop Road - C. hugiak, Alaska 99567
Page 2
Lot 32; T15N; R1W; Sec.
March 31, 2009
A. General
SEPTIC TANK / LIFT STATION / AIR COMPRESSOR
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
1. 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. Thc second compartment
shall have a separate 4" pump-out riser.
HDPE septic tanks are required to have a 4" monitoring pipe installed next to the tank
extending to the bottom &the tank, a minimum of 2' direct burial insulation, and a
maximum of 4 feet ofcover.
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.
-OR-
b. An additional tank (M.O.A. approved) may be provided for the
effluent pumping assembly and the items in (a.) above.
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.
Page 3
Lot 32; T15N; R1W; Sec. 8
March 31,2009
2. High-density PVC cylinder housing the pump, with level
controls and screen, serving as a baffle to prevent the screen
from clogging.
3. AIl 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. I0 ~tt heater
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 (oft) (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 ~,II of home within
sight ofseptic tank/lif~ station.
Piping from the septic tank to the sand filter is to be 1 I/4" PVC schedule 40 solvent weld
piping properly bedded as described in Materials Specifications and sloped to drain back
to the lift station. Insulation beard 2" thick and 2' wide centered over pipe is to be placed
where soil cover is less than 4' depth over pipe.
Page 4
Lot 32; TISN; RIW; Sec. 8
March 31, 2009
do
The airline from the house to the filter is to be tlDPE insulated pipe 3/4"-2" SDR-! I.
The compressor will have a gauge (0-10 psi), a low pressure alarm, and be extended into
the living area or garage for easy monitoring by home occupants.
4. Air Compressor
a. Air compressor shall be a THOMAS LINEAR SERIES 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 thc following order:
I. Sewer line from house to tank
II. Septic tank/lift station
III. 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.
Page $
Lot 32; TISN; RIW; Sec. 8
March 31, 2009
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.
3. Bedding of 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 ofshallow ground ~ater.
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 water tight.
Page 6
Lot 32; T15N; RIW; Sec. 8
March 31, 2009
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
ao
Liner (if required - not required for bottomless sand filter) - OSI Model LI or
equivalent. 30 mil PVC cut and fabricated to provide ~ter 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.
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.). Ifthe sample does not meet specifications,
all sand xvill be removed and replaced.
The Contractor shall be responsible for providing pea gravel that shall be a
washed material containing no fines (0% passing the #100 sieve) and a
maximum size of I/4" diameter.
The Contractor shall provide the manifold assembly. The manifold assembly
shall be of approved materials ~vith 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 ((~ :1: 0.05').
e. 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 WF164-24 150 LF placed 6" above bottom
of sand.
Page 7
Lot 32; TtSN; RIW; Sec. 8
March 31, 2009
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 grovel 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
allo~ance 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 ofsurface water nm off. Side slopes shall not exceed 3: I.
The Engineer will reject any sand or pea gravel that docs 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
ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE
REPAIR AGREEMENT
MEMORANDUM OF UNDERSTANDING
BETWEEN MUNICIPALITY OF ANCIIORAGE
AND
TItIS MEMORANDUM OF UNDERSTANDING made and entered into as of this
~ Dayof ~I~IL of200~', by and between T~/q ff'p~ut/O/P,q' ,
herein the "OWNER," and the Municipality of Anchorage, herein the
"MUNICIPALITY." In consideration ofthe mutual covenants contained herein, the
parties to this Memorandum of Understanding 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 .Zlvr~.~tt7~,,, r D~$t,v~- located
at T'I~'At RI~ 5'~t:, ~ LO7' ~ ..,Anchorage, Alaska.
Definitions.
A. Alteration. Any change to the design or function of an AWWTS that
Includes the installation or removal of any parts, components or pieces not
included in the original construction permit and design. Prior to
performing any alterations to an AWWTS the owner must obtain a
Wastewater Disposal System Construction Permit from the Municipality
pursuant to Anchorage Municipal Code (hereinafter, "AMC") 15.65.
B. Certificate of On-Site Systems Approval. An approval by the
Municipality of existing water and wastewater disposal systems given at
the time of property sale and title transfer in accordance with AMC 15.65.
These approvals certify that the systems are adequate for the homes that
they support and meet the codes that were in place at the time of system
construction. ', :' '" '" ' ' ' '
C, Damage. Any man-made or natural change in a system that would inhibit
thc system from performing as designed.
Maintenance and Repair. The scheduled and as needed replacement of ~.
existing parts, components and pieces of an AWWTS that were included in
the original design which would allow the AWWTS to continue to
perform as designed.
E. Permit (Construction) An On-Site Wastewater Disposal System
Construction Permit as defined by AMC 15.65.
F. Perfi~it (Operating) } An Advanced Wastewater Treatment System
Operating Permit. An annual per~it, issued by the Municipali.ty,.that
allows the Owner to operate an AWWTS, upon meeting all the
requirements of this agreement, the conditions of Operating Permit, the
requirements of the On-Site Wastewater System Construction Permit and
all relevant provisions of AMC 15.65
3. Fee. Owner shall pay to Municipality an annual fee of ~ O ~
($ 0 .00), payable on or before the issuance of the operating permit and annually
thereafter. The annual fee is due on or before the anniversary date ofthe approval by the
Municipality of installed system.
4. Term. The term of this Memorandum of Understanding shall be for the life ofthe
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. AIteratlons~ Installation and Removal of Additional Equipment. Owner agrees
not to make any alterations, removal of pans or additions to the AWWTS without a
Construction Permit from the Municipality.
6. Maintenance and Repairs.
A. Throughout the term of this Memorandum of Llnderstanding, the Owner shall
maintain AWWTS in good repair. In addition, it shall be the responsibility ofthe
O~vner during the term of this Memorandum of IJnderstanding, and any extensions or
renewals thereof, at the owner's sole expense, to pay for any and all: (I) 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 AWWTS 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 AWWTS
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
AWWTS upon 24 hours written notice.
F. Owner agrees that any sale or transfer of title ofthe property wil! not occur
without a new Certificate of On-Site Systems Approval.
G. Owner agrees that the relevant provisions of the standard specification guidebook
for AWWTS is the governing professional guidelines for the construction,
maintenance and repair of the Owner's AWWTS.
7. Nonwalver. The failure ofeither party at any time to enforce a p~'ovision ofthis
Memorandum of Llnderstanding shall in no way constitute a waive? of the provisions,
nor in any way effect the validity of the Memorandum of Understanding or any part
hereof, or the right of such p.arty 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 xvriting shall
.:
be attached to this Memorandum of Understanding as an amendment.
B. 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: Purchasin~ 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 Law. 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. Severabilitv. Any provisions of this Memorandum of Understanding decreed
invalid by a court of competent jurisdiction shall not invalidate the remaining provisions
of the Memorandum of Understanding.
OWNER:
Date: o~ R,*r;! o~
STATE OF ALASKA
THIRD JUDICIAL DISTRICT
MUNICIPALITY:
Title: peo&tP~ ~A,,,~
Date: .At_/~
The ~regoin~gjnstrume~t ,,'as qcknowl.edged before me_~is ~ day of
20DC~.by'~ ~ ~b~ .the
NOTARY PUBLIC FOR ALA~A
My Commission expires: ~-~- I~ 4,' '.'.'
:'. . ....
.t
GP-~,$.TER ANCHORAGE AREA BOROt~GH
I HEALTH DEPARTMENT I ~
327 EAGLE ST. ANCHORAGE, ALASKA 99501 279-2511
N.° 6 15
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
SEPTIC TANK:
DISTANCE FROM WELl
LIQUID CAPACITY
MATERIAl ~'-.~----~'-~ NUMBER OF ~
COMPARIMENTS
GALLONS. INSIDE LENGTH. .INSIDE WIDTH DEPTH
SEEPAGE SYSTEM: SEEPAGE PIT:
NUMBER OF PITS / OUTSIDE DIAMETER ~ OR WIDTH /'~
NEAREST LOT LIN~'~'~''~'~-'j~ .-~LgL~ TOTAL EFFECTIVE ABSORPtiON AREA (WALL AREAJ
, LENGT. . DEP,H
, BUILDING FOUNDATI. ON /-/-'~ ,
TILE DRAIN FIELD:
DISTANCE FROM WELl
/
DEPTH: TOP OF TILE 10 FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE
WELL:
LOT LINE
~'~,/'"~-~'~../'~",'../~,-. ' ,~.~'"~$ Ca/&~r.,.~'~.~'/',,
IYPE -f'~'.- ."~'.-"-,"~ DEPTH ~"~-"? ~
/~ ~ NEAREST /'_.~_. SEPTIC
. SEWER LINE /~ ~,1ANK
DISTANCE FROM ~ WATER
BUILDING FOUNDATION. /~/ ~' _SAMPLE ./(/'~' NEAREST
~--~/.-' / SEEPAGE /~/ / .. -- ~ OTHER - .
, SYST~ , CESSPOO~/~ . SOURCE~
DISTANCES:
DIAGRAM OF SYSTEM
GreATeR ANCHOragE ArEA BOrOUgH
SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT
,NSTAL~T,ON LDCAT,ON L,.,-/ .'5 .:'- 'T'/~" ~
LEOA'. DESCR,~,O. /-'"':/" .~.O..
F~N^.CEO TH.DUG.
TEST .ESULTS ,'?-<" -',.- ,.'/.-,"-
~1l, I ~ ~, ,~
NO~; THIS PERMIT I~ NOT VALID WITHOUT
FINAL INSPEC;TIONz 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECUTION.
MINIMUM DISTANCES, REQUIREMENTS
FOUNDATION TO SEPTIC TANK
DRAIN FIELD
· DRAIN FIELD
BEEPAGE PIT
ALSO CONSIDER AREA WELLS.
, DRAIN FIELD
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION 5 FEET INTO UNDISTURBED SOl!..
GRAVEL BACKFILL
HEALTH AUTHORITY
OR
I. ICENSED DESIGNER
I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 2E.68 AND THAT THE ABOVE
DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE.
DATE APPLICANT'S SIGNATURE