HomeMy WebLinkAboutSPRUCE TERRACES LT 22
SPRUCE TERRACES
Lot 22
#020-044-27
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: OSP231274
Work Type: Septic Initial
Tax Code Number: 02004427000
Site Legal Address:
Site Mailing Address: 6881 AVALANCHE CIR, Anchorage
Owner: SPINELL HOMES INC
Design Engineer: PANNONE ENGINEERING SERVICES
This permit is for the construction of:
Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy
U �
ti fi
.� -
1)elrirtment
Effective Date: 8/22/2023
Expiration Date: 8/21/2024
S'
P),2- v cr- %E r -v_ 4c_r__j- L 2 2
Lot Size in Sq Ft: 56059
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: I S S�`z 7.0 Iters Date:
Issued By: L Date: li 22 rim L
I�1l�1UH0C�P Ld TY OF HCX0RAGr
s
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. 020-044-27
Property owner(s) Spinell Homes Inc Day phone
Mailing address 1900 W. Northern Lights Blvd #200 Anchorage, AK
Site address NHN Avalanche Circle
Legal description (Sub'd., Block & Lot) Spruce Terrace L22
Legal description (Township, Range & Section)
Lot Size 56,059 Sq. Ft. Number of Bedrooms 5
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(N all that apply)
Absorption Field
❑X
Initial ❑X
Single Family (SF) ❑X
ADU)
Septic Tank
FX]Upgrade
El(w/wo
(D) EJ
Holding Tank
ElRenewal
ElDuplex
Multiple Dwellings ❑
Privy
❑
(SF and/or D)
Private Well
❑
Water Storage
❑
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.
IsT_"�T>
(Signature of property owner or authorized agent)
Permit/Rush Fees: 5 Z- Waiver Fees:
Date of Payment:
Receipt Number:
Permit No.
Permit App_'- ; . -..:c
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
21 August 2023
Municipality of Anchorage
Development Services Department
On-Site Water & Wastewater Program
4700 Elmore Road
Anchorage, Alaska 99519
Subject: Spruce Terrace L22
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 10/15/2020. 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 slopes exceeding 25% less than 50ft from the proposed drain
field. The proposed installation conforms to the steep slope 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,
SRP
Steven R. Pannone, P.E. F. ASCE
Owner/Civil Engineer
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP231274, Curtis Townsend, 08/22/23
PA
N
N
O
N
E
E
N
G
S
V
C
,
L
L
C
(
C
.
I
.
1
0
8
8
)
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP231274, Curtis Townsend, 08/22/23
PA
N
N
O
N
E
E
N
G
S
V
C
,
L
L
C
(
C
.
I
.
1
0
8
8
)
1 SCALE: 1"=10'
DRAIN FIELD SLOPE SECTION
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP231274, Curtis Townsend, 08/22/23
PA
N
N
O
N
E
E
N
G
S
V
C
,
L
L
C
(
C
.
I
.
1
0
8
8
)
COMMENTS: Test hole excavated by POMRANING EXCAVATION.
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.
SOILS LOG
INSTALL NEW 1500-gallon SEPTIC TANK, AND SOIL ABSORPTION SYSTEM.
16 FEET
16 FEET
·1.7 (min/inch)
·6"
·3 FT AND 4 FT
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP231274, Curtis Townsend, 08/22/23
Plot Plan
8/11/2023
Feet
0 60 120