HomeMy WebLinkAboutT15N R1W SEC 8 LT 980, 115N RIW SEC 8
#051 � 151 me 26
MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
hftp://www.muni.org/onsite
On -Site Water & Wastewater System Permit
Permit Number: OSP231410
Work Type: WellSeptic Initial
Tax Code Number: 05115126000
Site Legal Address: T15N R1 W SEC 8 LT 98 G:1256
Site Mailing Address:
Owner: MOORE JEAN L
Design Engineer: CREWDSON ENGINEERING, LLC
This permit is for the construction of:
Effective Date:
Expiration Date:
Lot Size in Sq Ft:
Total Bedrooms:
12/21/2023
12/20/2024
108900
Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Q Private Well ❑ Water Storage
All construction shall 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 shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Re ece: C reuw sOn � Date:
Issued By:Date:
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MUNICIPALITY OF ANCHORAGE
Development Services Department Phone: 907-343-7904
On -Site Water & Wastewater Section - Fax: 907-343-7997
ON-SITE SEPTICM/ELL PERMIT APPLICATION
Parcel I.D. 051-151-26
Property owner(s) Jean Moore
Mailing address PO Box 671304, Chugiak
Sven Hall
Day phone 907-350-7600
Site address N/A (per MOA tax records)
Legal description (Sub'd., Block & Lot) Lot 98
Legal description (Township, Range & Section) T1 5N R1 W S8
Lot Size 108,900 Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR: APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field Initial E
Single Family (SF) Q
Septic Tank Q Upgrade r-](w/wo
ADU)
Holding Tank E]Renewal ElDuplex
(D) ❑
Privy ❑
Multiple Dwellings ❑
(SF and/or D)
Private Well 0
Water Storage ❑
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that
this is in accordance with
applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees: _0ZO Waiver Fees:
Date of Payment: ! 2. Z! Y �Date of Payment:
Receipt Number: 02557 G Receipt Number:
Permit No. OSfq a3 i yl (� Waiver No.
GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Clie nt Forms\Permit Application.doc
James “Jay” Crewdson, P.E.
Email: CELLC.1@outlook.com
Cell/Text: (907) 280‐9493
Fax: (907) 688‐2295
PO Box 671389 ● 18368 Amonson Road ● Chugiak, Alaska 99567
December 14, 2023
Onsite Reviewer
Municipality of Anchorage
On‐site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99519‐6650
Reference: T15N R1W S8 Lot 98
Initial Well and Septic System
Design Narrative
The owner plans to construct a 4‐bedroom single family home on the vacant property. All of the
surrounding properties have been developed.
Well: The design locates the proposed well near the south property line. This location is greater than 100‐
feet from the proposed on‐site septic system. There are no known existing septic systems on adjacent
properties within 150‐feet of the proposed location. The adjacent property due south of the proposed
well location will continue to have adequate space if needed for a future drainfield upgrade.
Septic System: The design specifies a 1250‐gallon septic tank, and locates the drainfield in native sandy
soil found on the northeast side of the property. The 7‐day groundwater elevation in October 2023 was
at 8.8‐feet below ground level.
The proposed well and septic systems, if constructed as designed;
Will satisfy all code required horizontal and vertical separation distances,
Will not cause any probable adverse impacts to adjacent properties,
Will not negatively impact existing wells and septic systems on adjacent properties,
Will not be adversely affected by potential drainage that could flow onto and off of the subject
property.
Please feel free to contact me if you have any questions.
James “Jay” Crewdson, P.E.
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP231410, Deb Wockenfuss, 12/21/23
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP231410, Deb Wockenfuss, 12/21/23
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP231410, Deb Wockenfuss, 12/21/23
Performed For:
Legal Description:
3-
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Municipality of Anchorage
Development Services Department
On -Site Water and Wastewater Section
4700 Elmore St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.muni.org/onsite
(907)343-7904
Soils Log - Percolation Test
Sven Hall
T1 5N R1 W S8 Lot 98
TH 1
Design
Drawing
WAS GROUND WATER
Yes
ENCOUNTERED?
Net Time
with Silt IF YES, AT WHAT DEPTH?
1015"
Depth to Water After
8'91V
Monitoring?
minutes
.�
■
Date:10-26-
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPUANC
_t • x(�1Q Deb K bck =,
OF 4.111,
5,
�•,���•c,. • • • -
9 *r
.J es .Crewdson:j/
f*6 011527
t`X 0\\E�,�NP+�
Date Performed: 10-19-2023
Site Plan
Reading
Date
Gross Time
Net Time
Depth to Water
Net Drop
10-19-2023
minutes
inches
4.1
6-0/16
4.2
6-016
4.2
6-0/16
4.2
6-0/16
4.2
6-0/16
4.2
6-0/16
12/211
PERCOLATION RATE U. / (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN 3 FT AND 4 FT
COMMENTS Sieve analysis of the very uniform and clean sand layer between 2.5' and 7' below grade revealed 100% of the
sample passing the #4 sieve, which classifies it as a USCS sand.
PERFORMED BY: Crewdson Engineering i James Crewdson CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 10-19-2023