HomeMy WebLinkAboutCHARLICE TR A-3-BCharflce
TrctctA 3 B
#067-011-14
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
Sr (-„
/2/(7��s
ON-SITE WASTEWATER DISPOSAL SYSTEM 1 WATER SUPPLY PERMIT
Renewal
Permit Number: SW090221
Legal Description: CHARLICE TRACT A -3-B
Design Engineer: 0838 NORTH RIM ENGINEERING
Owner Name: DOUGLAS LOHR
Owner Address: 6364 NW PADDINTON CT
SILVERDALE , WA 98383 -
Date Issued: Oct 28, 2009
Expiration Date: Oct 28, 2010
Parcel ID: 067-011-14
Site Address: NI -IN WHITE SPRUCE DRIVE
Lot Size: 1755474 SQ. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the construction of:
E Disposal Field ❑✓ Septic Tank ❑ Holding Tank Privy E 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.
Received By. Date:
Issued B a444,10 Date: /0/02 6/
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 Elmore Road
P.O. Box 196650
Anchorage, Alaska 99507
www.muni.org/onsite
(907) 343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. O(,i - D 11 — 19'
Propertyowner(s)-lo or 4rn.t" t4. La C,
Mailing address -1°3G tJ) Cr `sw
Site address NI/10 tAdtje.
Day phone 9°7- ?-CU- 6-416
Zip Code 2335
iP Zip Code 99577
Legal description (Sub'd., Block & Lot) eAtrt Lc
recd A-3-13
Legal description (Township, Range & Section)
Lot Size 75-3-q 711 Sq. Ft.
Number of Bedrooms 11
THIS APPLICATION IS FOR (® all that apply): THIS APPLICATION IS AN:
Absorption Field [r Initial ❑
Septic Tank Q Upgrade D
Holding Tank 0 Renewal I2
Privy 0
Private Well Er
Water Storage ❑
I certify that the above information Is correct. I further certify that this application is being made for a
Single Family Dwellirygartg is in accordance with applicable Municipal Codes.
(Sigr(atu
e of prope owner or authorized agent)
Permit/Rush Fees: / J Waiver Fees:
Date of Payment: 9 - 2- 0 g Date of Payment:
Receipt Number: 0 O 9 LI4 7 Receipt Number.
(Rev. 11/05)
Permit Number:
Legal Description:
Design Engineer:
Owner Name:
Owner Address:
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water & 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
SW080235
CHARLICE TRACT A -3-B
0838 NORTH RIM ENGINEERING
DOUGLAS LOHR
6364 NW PADDINTON CT
SILVERDALE , WA 98383 -
Date Issued: Oct 24, 2008
Expiration Date: Oct 24, 2009
Parcel ID: 067-011-14
Site Address: NHN WHITE SPRUCE DRIVE
Lot Size: 1755474 SQ. FT.
Total Bedrooms: 4
Permit Bedrooms: 4
This permit Is for the construction of:
0 Disposal Field 0 Septic Tank O Holding Tank 0 Privy 0 Private Well D 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.
Received By.
Issued By:
tie 7,14,
Date.
/o /23/44'
Date: /v/ V[) ��
Municipality of Anchorage
Development Services-Departn1gpj .
Building Safety Division
On -Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.org/onsite
(907) 343-7904
ON-SITE SEPTIC/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. D C 7- 6 (( —111-40 o
Property owner(s) • b 00 t; C. O File_ Day phone
Mailing address CSC y A &JOI,,, ton CT Zip Code
/verau (e, 1,..>v • Q'ZP3
Site address 4) WJ VJ NthS>putx `T t'JE Zip Code
Legal description (Sub'd, Block & Lot) d /4/q2 L (ce 1111 / ] Z/f CT 4- 3— B
Legal description (Township, Section & Range)
Lot Size 1q51 54'+ Sq. Ft. Number of Bedrooms
THIS APPLICATION IS FOR (pall that apply):
Absorption Field
Septic Tank
Holding Tank
Privy
Private Well
Water Storage
g
y
THIS APPLICATION 1S AN:
Initial
Upgrade
Renewal
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.
(Signature of property owner or authorized agent)
Permit/Rush Fees: LQ 9b I I
Date of Payment:
Waiver Fees:
Date of Payment:
Receipt Number. 1 0,;•1-131 Receipt Number:
(Rev. 11/05)
NorthRim Engineering
PO Box 770724
Eagle River, AK 99577
907-694-7028
November 21, 2007
MOA On -Site Water & Wastewater Program
4700 Bragaw St
Anchorage, AK 99519
RE: Charlice S/D, Tract A-3-13, Eagle River
Please review the submittal for the sewer design for the proposed single family home.
The area has very large tracts & lots. No conflicts are present within 200 feet. A proposed
well site has been located. Design plans & specs, design guidelines, & soil tests arc
included. If there is need for additional information or clarification please give me a call.
Sincerely,
Steven W. Eng, PE, PH
Design Enclosures
TF -RIM
k9IINEERING
Charlice S/D, Tract A -3-B
SPECIFICATIONS & DESIGN GUIDELINES
Wastewater System Sizing: This is a new 4 -bedroom, single family home. This area
contains very Targe tracts and lots. Because of this there are no conflicts within 200' of
the wastewater system. The test hole revealed excellent sandy soil with an excellent
percolation rate. A proposed water well site has been located. No adverse impacts are
expected from development. No conflicts to the other lots will take place by this septic
system construction. The neighboring lots easements are located on the drawing and are
not encroached upon. An application rate of 1.0 GPD/FT2 with 0.5 reduction factor for
utilizing a 5' wide trench will be used. Trench Length = 600 FT=/5'x .5 reduction factor =
60'; 1 linea 60'. No bedrock was encountered. Groundwater was monitored @ 13'
during the high water month.
Specification Requirements: All components and work must comply with the Municipality
of Anchorage Specifications (AMC) & State of Alaska Drinking Water Regulations and
Wastewater Regulations.
• Two compartment, 1250 gallon septic tank. Watertight couplings on inlet & outlet.
• 5' minimum between the tank and bed. 10' to property lines.
• 3' of cover or insulation is required for trench; an equivalent of 1" insulation for each foot
soil cover. 2' minimum soil cover w/insulation.
• Tank & solid pipe must be set on well compacted, stable soil.
• 4 inch diameter cleanouts with airtight caps are required I' to 4' from foundation wall,
prior to any 90 degree bend in 4 inch line, in each tank compartment, and two adjacent
opposing cleanouts between the tank and the absorption field, not more than 10' from the
tank positioned to provide cleanout access towards the tank and towards the absorption field.
• All cleanouts must extend to at least ground level.
• In solid pipe runs, ASTM D-3034 may be used in lieu of cast iron.
• Trench to be placed level, minimum of 4' to groundwater, 6' to bedrock from drain -rock.
• Drain rock to be %z inch to 2 %, inch screened. Drain rock to be distributed uniformly
throughout the trench.
• Perforated pipe to be installed level with perforations down.
• Silt barrier (filter fabric) to be installed above the drain rock.
• Smeared trench sides must be raked or scarified before drain rock placement.
• Backfill over drain rock must not be Tess than 36".
• The finish grade must be mounded to promote drainage over the trench.
• Insulation must be placed over any pipe installed under driveways or parking areas.
• Approved pipe materials include cast iron, PVC ASTM D3034, PVC ASTM F789, ABS
ASTM D2661,
• Sewer Service Line is minimum 2% slope.
• Septic Tank to be pumped every two years or when required.
• Insulation board to be extruded direct burial polystyrene (Dow Styrofoam 111 or equal)
DESIGN NOTES:
1. Total Depth of Trench Is 8'.
Terrain Slopes South.
2. Sewer Service Line minimum 2% Nope.
3. Lots Served by Private Water Wells.
WHITE SPRUCE DRIVE
T° = DES
Septic System Construction
Does Not Preclude Adjoining
Lots Cron Sanitation
improvements.
TRACT A -3-C
septic
TRACT A -3-A
NOR THRIM
ENG/NEER/NG
PO Box 770724
Cagle Rhee. A/osia 99377
907.694. 7028
CHARLICE S/D
TRACT A -3-B
SEPTIC SYSTEM
PLAN
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THRIM
4 zINEERING
SOILS LOG - PERCOLATION TEST
Date Performed: 10/20/07
Performed For: Doug Lohr
Legal Description: Charlice S/D, Tract A -3-B
1 -
2 -
3 -
4 -
5
6
7
8
9
10
11
12
13
14
15
16 -
17 -
18 -
19 -
20 -
21 -
DEPTH
(FEET)
Organic
T.H. Location: See Drawing
SP
Sand w/Gravel
Low Silt Groundwater? Yes,
Depth Bottom Seep
Water Depth
After Monitoring,13' Date: 10/27/07
Denser
1
2
3
4
5
6
Date
10/27
10/27
10/27
10/27
10/27
10/27
Gross Time
0
10
11
21
32
42
Percolation Rate 4 min./inch
Test Run Between 4' and 5'
Comments: PrP -tanked. Gnnrl Perk
Performed By NorthRim Fng, I S-' CERTIFY THAT THIS TEST WAS
Performed in Accordance with All State/Municipal Guidelines in Effect
ON THIS DATE. DATE: 10/27/07
Net Tine
10 riir
10 r:ir
10 rilr
Perc
Depth
5'
7.5'
5'
. 7.5'
5'
. 7.5'
Hole
Net Drop
2.5'
2.5'
2.5'
Diameter 6'
NOR THRIM
ENGINEERING
0o Box 770721
Eagle River, Alaska 99577
907.690.7028
TESTHOLE LOG
GEOTECHNICAL
T. H. 1
bat.: �rr
10/27/07 i l of 2
DE:
A�
Y
THRUM
B INEERING
SOILS LOG - PERCOLATION TEST
Date Performed: 10/20/07
Performed For: Dou
Lohr
Legal Description: Charlice
DEPTH
(FEET)
1 -
2 -
3 -
4 -
5
6 -
7 -
8 -
9 -
10 -
11 -
12 -
13 -
14 -
15 -
16 -
17 -
18 -
19 -
20 -
21 -
Comments:
Organic
SP
Sand w/Gravel
Low Silt
S/D, Trac -t A -3-B
T.H. Location: See Drawing
Groundwater? No
Depth —
Water Depth
After Monitorin
Date: 10/27/07
Percolation Rate 4 min./Inch Perc Hol Diameter
Test Run Between 4' and ' —
• • . - 1 ... . -
Performed By NorthRim Frig, I
CERTIFY THAT THIS TEST WAS
Performed in Accordance with All State/Municipal Guidelines in Effect
ON THIS DATE. DATE: 10/27/07
NOR THRIM
ENGINEERING
PO Bon 770724
Coals River. Alaska 99577
907694.7078
TESTHDLE LOG
T. H. 2
GEOTECHNICAL
DE:
0 0
to
Ct
1,3
a
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