HomeMy WebLinkAboutSPRUCE TERRACES LOT 14Lot 14
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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
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On -Site Wastewater Disposal System Permit
Permit Number: OSP241273
Work Type: Septic Initial
Tax Code Number: 02004419000
Site Legal Address: SPRUCE TERRACES LOT 14 G:3239
Site Mailing Address: 6998 AVALANCHE CIR, Anchorage
Owner: MISSION HILLS LLC
Design Engineer: PANNONE ENGINEERING SERVICES
This permit is for the construction of:
Effective Date
Expiration Date:
Lot Size in Sq Ft
Total Bedrooms:
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De partIII cnt
9/5/2024
9/5/2025
56313
Q Disposal Field 0 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
Special Provisions:
• The engineer is to collect a soil sample for sieve analysis to confirm USCS classification of soil. Submit a
change order if the soil requires a sand liner.
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Received By: �" i- Date:
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Issued By: Date:
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MUNICIPALITY OF ANCHORAGE
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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. 020-044-19
Property owner(s) Mission Hills LLC
Mailing address
Site address NSN Avalanche Circle
Day phone
Legal description (Sub'd., Block & Lot) Spruce Terraces, Lot
Legal description (Township, Range & Section)
Lot Size - 56,313 —Sq. Ft. Number of Bedrooms 6
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(Z all that apply)
Absorption Field
FRI
Initial RX
Single Family (SF)
(w/wo ADU)
Septic Tank
19
Upgrade R
Duplex (D) ❑
Holding Tank
El
Renewal ❑
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.
(Signature of property owner or authorized agent)
Permit/Rush Fees:
Date of Payment:
Receipt Number:
Permit No.
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
Permit App_-'- '. I
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
Municipality of Anchorage
Development Services Department
On‐Site Water & Wastewater Program
4700 Elmore Road
Anchorage, Alaska
Subject: Spruce Terraces, Lot 14
Septic System Permit Request
This is a design narrative for a permit to install an initial septic system on the subject property. The proposed system
will serve a proposed six‐bedroom (6br) house. This lot and surrounding lots within Spruce Terraces are served by a
community water system. The lots to the south are served by private wells. There are no wells within 200’ of the
proposed septic system.
1. Soils:
A test hole was performed in the vicinity of the proposed system 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. Groundwater was not observed in the test hole monitor tube after 7‐daysor at any time since. 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. The soils encountered and sieve
tested so far in the subdivision have conformed to a sand classification with <50% passing a #4 sieve (including
neighboring L13). A sieve analysis will be performed on the soil in the area of the drain field to verify the in‐situ
sand, and a change order will be submitted if the soil is found to require a sand filter.
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 steep slopes in the vicinity of the drain field.
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
2 August 2024
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241273, Curtis Townsend, 09/05/24
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241273, Curtis Townsend, 09/05/24
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241273, Curtis Townsend, 09/05/24
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241273, Curtis Townsend, 09/05/24