HomeMy WebLinkAboutSPRUCE TERRACES LT 12
Spruce Terraces
Lot 12
#020-044-17
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: OSP231295
Work Type: Septic Initial
Tax Code Number: 02004417000
Site Legal Address: T'1
Site Mailing Address: 6984 AVALANCHE CIR, Anchorage
Owner: MISSION HILLS LLC
Design Engineer: PANNONE ENGINEERING SERVICES
This permit is for the construction of:
Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy
ILIA.�CII( CC
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Effective Date: 9/1/2023
Expiration Date: 8/31/2024
's- P 2 %/6- 2-" C CS
Lo T- / 2
Lot Size in Sq Ft: 54469
Total Bedrooms: 5
❑ 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: �.�5 S lJ� I 1 ES Date:
Issued By: /vim � Date:
z-
MUNICIPALITY OF ANCHORAGE
Community Development Department Phone: 907-343-7904
Development Services Division Fax: 907-343-7997
On -Site Water & Wastewater Program
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 020-044-17
Property owner(s) Spinell Homes, Inc. Day phone
Mailing address
Site address NHN Avalanche Circle
Legal description (Sub'd., Block & Lot) Spruce Terrace Lot 12
Legal description (Township, Range & Section)
Lot Size 54,450 Sq. Ft. Number of Bedrooms 5
APPLICATION IS FOR:
(N all that apply)
Absorption Field
❑x
Septic Tank
x❑
Holding Tank
❑
Privy
❑
Private Well
❑
Water Storage
❑
APPLICATION IS AN: TYPE OF DWELLING:
Initial ❑x Single Family (SF)
(
Upgrade F]w/wo ADU)
D ❑
Renewal El Duplex (D)
Multiple Dwellings ❑
(SF and/or D)
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
E-1
(signature of property owner or authorized agent)
Permit/Rush Fees: 9 5-2-
Date
-ZDate of Payment: �) / 20 Z
Receipt Number: E 5 5 G
Permit No. O S F -L3
Permit App_::- ::-.,:c
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
Pannone Engineering Services LLC
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail: steve@panengak.com
Mailing: P.O.Box 1807, Palmer, AK 99645
Telephone: (907) 745-8200 FAX: (907) 745-8201
1 September 2023
Municipality of Anchorage
Development Services Department
On-Site Water & Wastewater Program
4700 Elmore Road
Anchorage, Alaska 99519
Subject: Spruce Terraces L12
Septic System Permit Request
This is a design narrative for a permit to install a septic system upgrade on the subject property. The proposed
system will serve a proposed five-bedroom (5) house. This lot and surrounding lots are to be served by a community
water system.
1. Soils:
A test hole was performed on this lot by Pannone Engineering Services, LLC on 10/14/2020. Groundwater was not
observed during the excavation of the test hole, and bedrock was not encountered. No groundwater was observed
in the test hole monitor tube after 7-days (10/27/2020). Based on the results of the percolation test and overall soils
appearance an application rate of 1.2 gpd/SF was used for the design of a conventional wastewater treatment
system in the area of the test hole.
2. Soil Absorption System Design.
a. See Sheet 1 of the design package.
3. Surface Water:
There is no surface water within 100 feet of the proposed septic tank and drain field.
4. Topography:
See attached site plan for area topography. There are no slopes exceeding 25% less than 50ft from the proposed
drain field. The proposed installation conforms to the steep slo pe provisions of AMC 15.65.
5. Drawing Markings: The Drawings are marked “For MOA Review Only”. When written notification that the
review is complete and no further comments are received from MoA On-Site Department, the note will be removed
and “For Construction” drawings will be issued.
The proposed installation will not affect the future development of this or the surrounding lots.
If you have any questions or concerns, please contact me at (907) 745-8200.
Sincerely,
Steven R. Pannone, P.E. F. ASCE
Owner/Civil Engineer
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP231295, Curtis Townsend, 09/01/23
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FOR CONSTRUCTION PANNONE ENG SVC LLC(C.I. 1088) REVISIONS DATE w
P 0. BOX 102954 ANCHORAGE, Al( 99510 OF 9/01W2 3m
PHONE (907) 272-8218 FAX (907) 272-0211SCALE
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SPRUCE TERRACES L12 *:49� * Igxs�
DRAWNLJC "' .. ..'•"•' P.I.D.
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SPINELL HOMES INC. 020 4 01�
CHECKED - $seven A. ann e
1900 W. NORTHERN LIGHTS BLVD #200 CE 8149 PERMIT 0. 3
SITE: NHN AVALANCHE CIRCLE .023.09.Oj osP x x�
SOIL LOG/NOTES SHEET-
ANCHORAGE, AK 2 F
,Z 0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
TEST HOLE 12
OR ORGANICS
SAND &
GRAVEL
16 '
BOH
DATE PERFORMED: 140CT2020
SOILS LOG — PERCOLATION TEST
SLOPE
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w
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Municipality of Anchorage—
On-site Water and Wastewater
OSP239295, Curtis
WAS GROUND WATER
ENCOUNTERED? N
IF YES, AT WHAT
DEPTH? N/A
DEPTH TO WATER AFTER
MONITORING? DRY
DATE: 270CT2020
COMMENTS: Test hole excavated by POMRANING EXCAVATION
READING
DATE NET TIME
WATER
LEVEL
READING
NET DROP
RATE
(MPI)
1
10/15/20 -
4.000
-
-
2
12 MIN
10.000
6.000
2 MPI
3
—
4.000
—
—
4
10 MIN
8.797
4.797
2.1 MPI
5
-
4.000
-
-
6
10 MIN
7.750
3.750
2.7 MPI
7
—
4.000
—
—
8
10 MIN
7.000
3.000
3.3 MPI
9
—
4.000
—
—
10
10 MIN
6.830
2.830
3.5 MPI
11
—
4.000
—
—
12
10 MIN
6.510
2.510
4 MPI
13
—
4.000
—
—
14
10 MIN
6.500
2.500
4 MPI
SOIL TEST RESULTS/ANALYSIS
• PERCOLATION RATE 4 (min/inch)
(Hydrologic Soils Group: HSG A)
• PERC HOLE DIAMETER 6"
• TEST RUN BETWEEN 3 FT AND 4 FT.
PERFORMED BY: Pannone Engineering Services. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTr—PANNONE ENG SVC, LLC (C.1. 1088)
OR CONSTRUCTION P n g0�; 1 07 P! LiJER, yl: .19645
PHONE (907) F* /9071 741 -K'01
SPRUCE TERRACES L12
DRAWN SPINELL HOMES LLC
1900 W. NORTHERN LIGHTS BLVD STE#200
SOIL LOG ANCHORAGE, AK 99517•
•SOF
Q;•'•
••••
kleVen alnoee
CE 8149
REVISIONS
DATE
01/14/2021
SCALE
NTS
P.I.D. NO
xxx—xxx—xx
PERMIT NO.
OSPxxxxxx
SHEET ^r 11