HomeMy WebLinkAboutCHARLICE TR ECharli'oce.
Tract E-
#068-01 1 - I I
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
http://www.muni.org/onsite
On -Site Wastewater Disposal System Permit
Permit Number: OSP251258
Work Type: Septic Initial
Tax Code Number: 06801111000
Site Legal Address: CHARLICE TR E G:0464
Site Mailing Address:
Owner: SCHUESSLER MARK A & DIANE MONT
Design Engineer: ALASKA RIM ENGINEERING
This permit is for the construction of:
Effective Date:
Expiration Date:
Lot Size in Sq Ft:
Total Bedrooms:
8/26/2025
8/26/2026
137503
Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ 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
Received By:
AY -
Issued By:
Date:
Dater
J
3
L_1W _j
I'MUNICIPALITY OF
AA
Development Services Department
On -Site Water & Wastewater Section
ON -SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 06801111000
Phone: 907-343-7904
Property owner(s) SCHUESSLER MARK A & DIANE MONTI Day phone
Mailing address 19540 WINGHAM CIR; EAGLE RIVER, AK 99577 0000
Site address
Legal description Charlice Tract E
Number of Bedrooms 3
Engineering Firm ARE, LLC DBA ALASKA RIM ENGINEERING
Building Permit Number TL 2—
Not Applicable F]
APPLICATION IS FOR: APPLICATION IS AN:
(Z all that apply)
Disposal Field
F] Initial F-1
Septic Tank
F1 Upgrade F-1
Holding Tank
D Renewal El
Privy
❑
Well
0
Water Storage
❑
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
Distance:
Permit/Rush Fees: Waiver Fees:
Date of Payment: Date of Payment:
Permit No. W2�IZT Waiver No.
May 2025
ARE, LLC
dba ALASKA RIM ENGINEERING
CONSULTING CIVIL ENGINEERS & PLANNERS
1920 Kentucky Derby Dr.
Palmer Alaska 99645
Telephone: 907.775.2347
Email: alaskarimengineering.llc@gmail.com
Professional Consulting --- Practical Solutions
ARE LLC, project # 2025030
August 3, 2025
Municipality of Anchorage, D.S.D.,
On-Site Water and Wastewater Department
4700 Elmore Road, Anchorage, AK, 99519
Re: Charlice Tract E
Parcel ID# 068-011-11
Subject: Initial Septic System
Design Narrative and Permit Application
Dear Plan Reviewer,
The owner of the above site proposes to construct a 3-bedroom home. This design narrative proposes
a plan to install a 1500 Gallon Septic Tank, and absorption field. The lot has an existing private well
that does not have a pump.
SOILS
One test hole was excavated on July 2, 2025, and logged by Charles A. Leet, PE. The test hole was
advanced to a depth of 19-feet. See the attached soil log which show the soil classification. No
groundwater was detectable after required 7-day monitoring, see the attached soil logs.
PERCOLATION TEST
One percolation test was conducted between 4 and 5 feet below the ground surface. Results from the
percolation test indicate the soils to have an application rate of. 1.2 gallons per square foot. Test hole
and percolation test locations are indicated in the site plan accompanying this permit request.
TOPOGRAPHY
There are no topographical issues that will be created as a result of this installation. See the attached
site plan for the topography. The average downgradient of the absorption fields is 15-16 percent.
SEPTIC TANK REQUIREMENTS
The new tank will be located outside of the 100-foot protective well radius. The new tank will be 1500
gallon tank meeting the AMC Chapter 15.65. The owner requested to upsize the tank.
DRAIN FIELD DESIGN
The proposed design flow rate of 450 gallons per day is required for a 3-bedroom home. The prescribed
application rate is 1.2 gallons/ft2. The required absorption area is 375 ft2. Proposed is 5-wide 4-foot
effective depth 38-feet in length; with those dimensions the drainfield will have a total of 380 ft2 of
absorption area. The field will be constructed parallel to the existing ground contours.
REPLACEMENT SYSTEM
The proposed replacement system is parallel to the proposed field location with 10-foot separation.
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP251258, Curtis Townsend, 08/26/25
Charlice Tract E
Parcel ID# 068-011-11 Page 2 of 2
Initial Septic System August 3, 2025
Alaska Rim Engineering
Professional Consulting --- Practical Solutions
ARE LLC, project # 2025001
SURFACE WATERS
There is no surface water within 100 feet of the proposed system. Drainage arrows on the site plan
indicate the slope and direction of stormwater runoff. (See attached site plan)
WELLS & DRINKING WATER
There are no water wells within 100 feet of the proposed system. The property is served by a private
well, which has been drilled , but has no pump installed.
SURROUNDING PROPERTIES
We do not anticipate any adverse effects on the neighboring septic systems, reserve areas or drainage
patterns by the installation of the proposed wells and septic system.
Sincerely,
August 3, 2025
Charles A. Leet, P.E.
Principal Engineer
Attachments:
Permit application (previously submitted)
Overall Project Area (page 1)
Proposed Septic Plan (page 2)
Septic Trench Detail (page 3)
Trench Cross Section (page 4)
Soil(s) log w/ percolation test data
Asbuilt
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP251258, Curtis Townsend, 08/26/25
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP251258, Curtis Townsend, 08/26/25
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP251258, Curtis Townsend, 08/26/25
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP251258, Curtis Townsend, 08/26/25
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP251258, Curtis Townsend, 08/26/25
PL-o -F LA--1
po
C, L
LD
r
N
TRACT D-1
S 89'54'10" E 283.18'
V 100'
TRACT E
100'VVELL
RADIUS
PROPOSED
SINGLE STORY
FRAME HOUSE
0)
C�4
PROPOSED
,, x- -1
1
w
SAS AREA
p
z
cy
N W51'40' W 454.57'
vti
`0
sl op
66,90�0 0
NOTES:
Or1. SEE PLAT NOTES IF APPLICABLE
2 THIS PLOT PLAN IS FROM RECORD & PROPOSED INFORMATION ONLY
3 THIS LOT IS ZONED CER10
1190 N Helen Ln. Wasii!a, A'k 99654
Wow (������
Phone (907)376-9535
I HEREBY CERTIFY THAT I HAVE SURVEYED THE FOLLOWING
DESCRIBED PROPERTY , -TRAQI-E-Qf:fARLLaE . .... . . ...
ANCHORAGE RECORDING DISTRICT, AND THERE ARE NO
ENCROACHMENTS VISIBLE AT THE TIME OF THIS SURVEY,
EXCEPT AS INDICATED,
DATED THIS 13TH DAY OF JUNE 20 25 AT WASILLA, ALASKA-
IT IS THE RESPONSIBILITY OF THE 6WNFmRs OR BUILDERS TO
DETERMINE THE EXISTENCE OF ANY EASEMENTS, COVENANTS
OR RESTRICTIONS WHICH DO NOT APPEAR
ON THE RECORDED SUBDIVISION PLAT UNDER NO
CIRCUMSTANCES SHOULD ANY DATA HEREON BE USED FOR
CONSTRUCTION OR ESTABLISHING BOUNDARY OR FENCE LINES
THIS IS NOT A LOT CORNER SURVEY.
JOB NO 25-114 FIELD BOOK/PG(S)' N/A
�
') I J[SCALE I"=60' PLOT PLAN X AS BUILT DRAWN HW CKD WW
OF A
It#
AW
4 C TH
W�m
�v-
LS-6925
p
SION
5-2025
TriVpmp PC
• MUNICIPALI7YOFANCHORAGE
Development Services Department
On -Site Water 8 Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519.6650
(907) 343-7904
ON-SITE WATER SUPPLY PERMIT
Initial
Permit Number: SWO40470
Legal Description: CHARLICE SUBDIVISION TRACT E
Design Engineer: 0000 None Required
Owner Name: JOHN DELLA CROCE
Owner Address: NHN ROOP ROAD
EAGLE RIVER. AK 99577 -
Date Issued: Nov 03, 2004
Expiration Date: Nov 03, 2005
Parcel ID: 068-011-11
Site Address: NHN ROOP ROAD
Lot Size: 137503 SQ. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the construction of.
❑ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy Q Private Well ❑ Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. All requirements specked 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.
THE INSTALLATION OF A WATER WELL SHALL MEET ALL THE ANCHORAGE MUNICIPAL CODE 15.55.
PLEASE SEE THE ATTACHED SHEET "PERMIT REQUIREMENTS FOR A DOMESTIC WATER SYSTEM". IF
THERE ARE ANY QUESTIIONS PLEASE CALL THE MUNICIPAL ON SITE WATER AND WASTEWATER
PROGRAM AT 907-343-7904.
Received By.
Issued By.
Date: I/A0)Y
Date: fi lz o l
Municipality of Anchorage
• --�1 Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907)343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
AL
Parcel I.D. char t t C", T Z 6�9- 1b l (- I Permit Number SW
ZD
Propertyowner(s) ��h
���.
CroC�
Dayphone
65q-c"3S (
Mailing address �-Q
77o Ge (
Zip Code
9f 'i S77
Site address
Legal description (Lot, Block & Sub'd.) C- A
Legal description (Section, Township & Range)
Lot Size 61>3 Acres/Sq.Ft.
THIS APPLICATION IS FOR:
"ItDIT_r Zip Code
;Le., r' &
Number of Bedrooms 4
Sewer Only ❑ Well Only
Sewer and Well ❑ Water Storage ❑
Sewer Upgrade ❑
THIS PROPERTY CONTAINS:
Hot Tub ❑ Jacuzzi ❑
Swimming Pool ❑ Water Softening Unit ❑
Therapy Pool ❑
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.
Wj
(Signature of property owner or authorized agent)
Permit/Rush Fees: ISS 6D Waiver Fees:
Date of Payment: 10 aQq Date of Payment:
Receipt Number: /Copp( Receipt Number:
(Rev. 09/04)
M -W Drilling, Inc.
•P.O. Box 110378*Anchorage, AK 99511•
•907-345-4000 ♦ 907-345-3287 Fax*
Job No.: 04-193 Parcel No.: 068-011-11 Permit No. SW040470
Groundwater Well As -Built & Lop
♦ Well Owner. Della Croce, John ♦ Use of Well: Domestic
♦ Legal Description: Charlice Subdivision, Tract E
Construction
♦ Yale Depth: 285' ♦ Casing Size: 6" ♦ Cased To: 42.28' ♦ Material: A 53 Steel
♦DrillMerhod: Air Rotary _
Perf.
♦
Well Completion- Open end X Screen _ Perforated _ Method.
♦Sereen/Perforadon description: None
♦Grout Notes: (1) Sack- No. 8 bentonite granules
♦ Notes:
♦ Well Development: dledrod: Air lift )Totes. Well was explofracked
♦Static water level (SHT) 66' (above) (below) top of casing (TOC).
♦ Well1•leld test at 5-6 gallons per minute (GPAI)/gallonspeP Jhour{GP") jor 1 hours
with 100% of drawdown (DD) from static level (SIFT).
♦bfethod. Airlift; frack job about doubled yield!
♦ Date of completion:
22 November 2004
Well Log
♦ Pump Install.,
Depth in feet from
top of casing.
Details of formations penetrated, size of material, color and hardness.
0
TO
2.5
Casing stickup
2.5
TO
5
Gravel pad
5
TO
7
Surface organics
7
TO
32
Boulder ravel: sand /silt
32
TO
41
Gravel: coarse, silt
41
TO
230
Bedrock: black -gray, siltstone ar illite with very small sea s in
TO
Sporadic fractures
230
TO
285
As above: more fractures- making 2-3 gpm before ex lofrack job
TO
TO
TO
TO
TO
TO
TO
r'� t,• tiVE"STSERG
-President,-v,- J Mir ing, Inc.
GWA-Certii ", cn vac or
erGficate Nos{}{� (x,
Contractors License No. i0on
TO
TO