HomeMy WebLinkAboutKNIK VIEW BLK 3 LT 10Knl*k View
Block 3
Lot 10
#051-031-63
j Alunicipalit of
!,�.j P.O. Ik, VXAiiU•0Td:phune(!M)7)343-KU)1• Fns(!M)7)313-K!(X)
47W linigaw Stwo • .lnchornl e,.Va.ka!Y.R)7
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Hayor.t/ark Ikgich
Iiuildtnt; Saifcty Dh-Ision
22 Jun 05
Leonard Ruesch
P.O. Box 670761
Chugiak, AK 99567 0
Subject: Expired On -Site Water and/or Wastewater Permit \�
Permit Number: SW040006 \'
Legal Description: Knik View Block 3 Lot 10 O t
Dear Mr. Ruesch:
This letter is to inform you that your permit SW040006 expired on 14 Jan 04.
Our records indicate that a house was built on this property. To date we have not received a final
Inspection Report for the installation of the on-site wastewater disposal and/or the water supply
system.
Please be aware that you will not be able to receive a Certificate of On -Site Systems Approval at the
time of any transfer of title.
If you have any questions, please call this office at 343-7904.
Sincerely,
� ���41
athleen Maricle
Permit Clerk
On -Site Water and Wastewater Program
Enc: Copy of permit
Conununity, Security,
a5
11 ,9 It i�t
/
x
Municipality of Anchorage
��
P.O. nuc 19()(;:*A) A .Anchorage, ,Vuska 90919-6(M' • Telephone (907) M-8501 A Fax 0)7) a33 -82N)
4700 Brogme Street A Anchomgc, ,Vuska 90507
%vv.munl.org
Mayor Mark Begiclt
Bttilditlf; Safety Division
12/15/2004
Leonard Ruesch
P.O. Box 670761
Chugiak, AK 99567
Subject: Expired On -Site Water and/or Wastewater Permit.
Permit Number: 040006
Legal Description: Knik View Block 3 Lot 10
Dear Leonard Ruesch:
An On -Site Water/Wastewater Permit, number 040006, issued by this office for a single-family
system, expires on Jan 14, 2005. This permit was valid for 365 calendar days.
If this was a well permit and the well has been drilled, a well log must be sent to this office for
documentation of the installation and to close the permit. .
If this permit was for a wastewater disposal system, an original as -built inspection report must be
sent to this office for review, approval and documentation. This as -built inspection report must be
signed by the licensed Professional Engineer who inspected the installation of the system. As -built
inspection reports are required to be submitted within 30 days of the completion of the system.
If no system was installed under this permit, and you are still planning to install a well or wastewater
-disposal system, a new permit must be obtained from this office. When applying for a new permit,
the fees are: $460.00 for a wastewater permit and $175.00 for a well permit.
If you have any questions, please call this office at 343-7904.
Sincerely,
Daniel J. oth
Program Manager
On -Site Water and Wastewater Program
Enc: Copy of permit
Community, Security, Prosperity
MUNICIPALITY OF ANCHOR4GE
Development Services Department
Onsite Water d Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519.6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT
Initial
Permit Number. SWO40006
Legal DescriptlortYORYiBwBl6bkc3Lot.10
Design Engineer: 0003 S & S Engineering
Owner Name: Leonard Ruesch _
Owner Address: P.O. Box 670761
Chugiak , AK 99567-
Date Issued: Jan 15, 2004
Expiration Date: Jan 14, 2005
Parcel ID: 051-031-63 _IL C`
'g I; IK/^ �7
Site Address: 21932 Rebecca Cir :� D
Lot size: 55260 SO. FT.. S S
Total Bedrooms: 3 Permit Bedrooms: 3
This permit is for the construction of:
❑✓ Disposal Field Q 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.
215-/04- SEF REVIsLd PPS 16-P V*7-60 21210¢
i�I%l7-Clybig,
SirfCG We. are Unal/e A 94;1c(
�f y,�� ►�t, w4r.0 will; .� pt4l;K �er�� �.
r�
Received By.
Issued By.
Date,
Date: 1.r 0
MUNICIPALITY OF ANCHORAGE
Development Services Department
Onsite Water 8 Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM /WATER SUPPLY PERMIT
Initial
Permit Number: SWO40006
Legal Descriptiorf _Knik View Block 3 Lot 10
Date Issued: Jan 15, 2004
Expiration Date: Jan 14, 2005
Parcel ID: 051-031-63
Design Engineer: 0003 S & S Engineering Site Address: 21932 Rebecca Circle
Owner Name: Leonard Ruesch Lot Size: 55260 SO. FT.
Owner Address: P.O. Box 670761 Total Bedrooms: 3 Permit Bedrooms: 3
Chugiak , AK 99567 -
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 dosed on the same day.
B. Covered, seated, and heated to prevent freezing.
2/5-/04- 5 -F -F- Revls,;n Pr,�s,GN pALrFO 21216*
%}1%%(/IF,19.
Received By-
Issued
y
Issued By.
Date:
/lik./0y
Date: I.:r-104
Municipality of Anchorage
Development Services Department
e ,.. 3z, COW..
Building Safety Division .y
On -Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.2nchorage.ak.us
(907)343-7904
ON-SITE SEWEFMELLPERfvITAPPLiCATIC`I -
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 0i5_/_ 05/- 63 Permit Number SW 040006
Property owner(s) �(7N�9 n -O / SUE SG Lf Day phone SS 526
Mailing address (1) PO &L( d f
Mailing address (2)_Z'11/ f ctlr � k Zip Code 419794-1-
Legal
%`!S6-1-Legal description (Lot, Block & Sub'd.) t p r 10 eLOGK 3.- 4rJ i K Lli C bf S s
Legal description (Section, Township & Range)
Lot Size n 22Ga Acres/ .Ft.
Number of Bedrooms 3
THIS APPLICATION IS FOR:
Sewer Only ❑
Well Only
❑
Sewer and Well ®
Water Storage
❑
Sewer Upgrade ❑
THIS PROPERTY CONTAINS:
Hot Tub ❑
Jacuzzi
❑
Swimming Pool ❑
Water Softening Unit
❑
Therapy Pool ❑
I certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal Codes.
Ell QNOr,Alas NGa
17034 Eagle River Loop Road No. 204
Eagle River, Alaska 99577
(Signature of properly owner or authorized agent)
Permit Fees: �J r7 t7 �- Waiver Fees:
Date of Payment:qj /Z 57/D% �r Date of Payment:
Receipt Number: 04' -Z `J P� Receipt Number:
(Rev. 12/oo) - N
Tof-cd T L'7 :o51 ' Ds/ -&s
ccrtitieb drilling log
by
DOC Co. ew
SULLIVAN WATER 'WELLS
P.O. BOX 870272, CHUGMIC. ALASKA 99587
owtaER of LJIPID- L--�
ADDRESS:
LEGAL DESCRIPTIOPk ("h >< t11Eu1 . / K 3
Ao7- 10
DATE 10 /4j/r3
i
PERWTNLNBM 04Ooo(o Dale oflssim-t-, .-09
TAX IDENfF1CAT10N NLA3EFI: Qui_ - 031-
Is well located at appmved pemnd location? 14 Ines J NO
Method of Drilling 415IF(otary U cable tool
Depth of weF qi�
Ca*V1ype!1AEF-,L-WaOThidrness Inches
rQr feet
oiameler6) Inches. aeprr+
Liner Type: I)0r1+=
Casing Sll W Above Ground: a fest
Static Water Levet y o ice<
Recover Rate_ I gpm
MOW of Testing R1 1 /2
Wel Intake OperwV Type: u•vpen end ❑ open hole
:1 Screened: Stag feet Stopped teat
u Perforations Slant feetSfoPPed -- feet
Grout Type:.5 E, : N ••f r 7 E - F
Depth from U feet,//to 2`�
cC«&
' feet
V" Disi$eed Upon
npletion? 'tins n No
Mel hod of Disci- orrC:L/t - !✓�
• � 4
M
v0E4a:44c.�j
r r
Cir?•Je't-
S1?-1+O 6.e f-J,Z.1. r,Jq 7 - r-
Dmer's Name &AA ---�-�
nTENnON: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality
tf Anchorage: Department of Health & Human Services and/or Department of Envirorunental Conservation. Matsu Borough:
)epartment of Environmental Conservation.
S&
September 24, 2003
ROBERT C. COWAN. P.E.
CMLENGINEERS
(907)694-2979
FAX(907)694-1211
WALTHALTNOnIrf
MUNICIPALITY OF ANCHORAGE
APROV&S
Development Services Department
P.O. Box 196650
Anchorage, AK 99519
SEWERS WATER
LWNE)(TEIiSgIB
REFERENCE: Lot 10, Block 3, Knik View S/D
SEWERS WATER
It is requested that you issue a permit to install a well and a septic system to serve the
INSPECTION
proposed three bedroom dwelling on the referenced property.
Two test holes were excavated and percolation tests performed. The approximate locations
ENaNEERMSTUMS
of the test holes are located on the attached site plan. At the time of excavation JX/xT/49,
ANOREPORTs
water was fe—A @ S"y;After monitoring, ground water was 4' 6 'Y ;
We do not anticipate any adverse effects on neighboring wells, septic systems, reserve
WEU. INSPECTION
areas or drainage patterns by the installation of the proposed septic system. The
S ROW TEST
construction of this system will not prevent any future development on any of the adjacent
properties.
SITE PIANS
If you require additional information, please contact us.
Sincerely,
ROAD OESKIN
/
bert C. Cowan, P.E.
Roob1Z
W& TEST
RCC/bjj
Enclosure
PERCOLATION
TEST
STRUCTURALS
WCKANICAL
INSPECTIONS
ONSITE
WASTEWATER
OISPOSALSYSTEIA
DESIGN
17034 NORTH EAGLE RIVER LOOP • SURE 204 • EAGLE RIVER. ALASKA 99577
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2(
TEST RUN BETWEEN G' J FT AND —"'' FT
COMMENTS � �
/%
PERFORMED BY: 17034 Eagle River Loop Road, N0.20 64=
' Eagle River, Alaska 99571
,•ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN
72 -We In". 4/851 .
` CERTIFY THAT THIS TEST WAS PERFORMED IN
THISDATE. DATE: /I 2= -9.i
/EALTHAVTNORTY
APPROVALS
SEINER&INATER
MAIN OOENSIOS
SEINER& WATER
04PECTM
ENGINEERINGSRIIES
ANDREPORRS
WELLf,SPECTION
a PLOW TEST
SITE PWS
WILIEST
PERORATION
TEST
STRA:TLEVLa
&EC/WACAL
S6PECTIONS
ONSITE
WASTEWATER
OCPOSALSnTEAI
DESIGN
I ROBERTC.COWAN, PE.
ROBERTA. SHAFER, P.E.
_CML ENGINEERS
(907)694-2979
FAX(907)694.1211
INTERMI TANT DOSING SAND FILTER SPECIFICATIONS
Lot 10, Block 3, Intik Vicw Subdivision
September 10, 2003
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.
4 Bedroom House 600 GPD
Use 10' x 3 V Bottomless Sand Filter and absorption area (360 S.F. required)
Sand filter to be constructed on accepting soil with all organics removed. (bottomless
only.)
SITE INVESTIGA'TION
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,
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
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
these specifications and drawings.
Location of utilities will be the contractor's responsibility.
17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER ALASKA 99577
Page 2
Lot 10, Block 3, Knik View SID ,
September 10, 2003 • `
i
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/liit 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. 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.
-OR-
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-density PVC cylinder housing the pump, with level
controls and screen, serving as a baffle to prevent the screen
from clogging. -
I
Pape 3
Lot 10, Block 3, Knik View SID
September 10, 2003
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 watt heater
5. Remote alarm panel option with a minimum of 80 D13
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.
7. 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 air line 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 installed in living area or garage
for easy monitoring by home occupants.
Page 4
Lot 10, Block 3, Knik View SID
September 10, 2003
4.. Air Compressor
a. Air compressor shall be a THOMAS LINEAR SERIES model number 5060-A or 507OV-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
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.
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
Page 6
Lot 10, Block S, Knik view S!D
September 10, 2003
The pipe should be bedded with materials free of large or sharp rocks and
dpo' anic matter,
compacted. Native materials may be used as back fill material above the i 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; ivtth 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 water tight.
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 I% of the materials
Page 6
Lot 10, Block 3, Knik Vlew SID .
September 10, 2003
passing the #100 sieve be removed. All nand 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 lea gravel that shall be a
washed material containing no fines (0% passing the.#100 sieve) and a maximum
size of 1/4" diameter. I `4w,
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. Side walls and top of the filter box to be insulated with 2" direct burial polystyrene
insulation.
F—
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.
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 run off. 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
