HomeMy WebLinkAboutPARADISE VALLEY BLK 1 LT 21Onsite File
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: OSP241095
Work Type: WellSeptic Initial
Tax Code Number: 02042441000
Site Legal Address: PARADISE VALLEY BLK 1 LT 21 G:3538
Site Mailing Address: 18744 DENMARK CIR, Anchorage
Owner: SMITH THOMAS D JR
Design Engineer: PANNONE ENGINEERING SERVICES
This permit is for the construction of:
Effective Date:
Expiration Date
Lot Size in Sq Ft
Total Bedrooms:
�n�cnr S
Depart„7etit
5/29/2024
5/29/2025
15872
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
Received By: S �� )v P ET
Issued By:
Date:
Date: -- 2� 20 2
Y
3
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. 020-424-41
Property owner(s) Thomas Smith
Mailing address
Site address 18744 Denmark Cir.
Day phone
Legal description (Sub'd., Block & Lot) Paradise Valley, Block 1, Lot 21
Legal description (Township, Range & Section)
Lot Size 15,872 Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR:
APPLICATION IS AN: TYPE OF DWELLING:
(® all that apply)
Absorption Field
®
Initial 0 Single Family (SF) ❑x
(w/wo ADU)
Septic Tank
❑x
Upgrade ❑ Duplex (D) ❑
Holding Tank
❑
Renewal ❑ Multiple Dwellings ❑
Privy
❑
(SF and/or D)
Private Well
❑x
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)
Permi - Rush Fees: S°l`5 2 aS = g� Waiver Fees:
Date of Payment: 05 /1'7 /24- Date of Payment:
Receipt Number: 088(osa Receipt Number:
Permit No. OS Val 106)5 Waiver No.
Permit App_:- : . _. c
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: Paradise Valley, Block 1, Lot 21
Septic System Initial Permit Request
This is a design narrative for a permit to install an initial well and septic system on the subject property. The
proposed system will serve a proposed Three‐bedroom (3br) house. This lot and surrounding lots are served by
private wells. Currently there are no wells within 100 feet of the proposed system. The existing system serving lot 20
is partially located on this lot. Required separation distances will be met.
1. Soils:
A test hole was performed on this lot by Pannone Engineering Services, LLC on (5/10/2024). Ground water and
bedrock were not observed during excavation of this test hole. Groundwater was not observed in the test hole
monitor tube after 7‐days. Based on the results of the percolation test, overall soils appearance, and selection of
the proposed drain field; an application rate of 0.8 gpd/SF was used for the design of a conventional wastewater
treatment system in the area of the test hole. Due to limited equipment availability at the time of test hole
excavation, the hole was excavated to maximum depth of excavator available. Surrounding test holes per
15.65.210.C Exception were located along the same elevation and geographical feature of the subject lot to justify
groundwater monitoring and separation to bedrock. Twelve test holes were located within 500’ of the proposed
system and all were found to be dry after groundwater monitoring to depths as great as 18.5‐feet, with no bedrock
encountered in any 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. Slopes are 10%‐15% in the area of the proposed drain field.
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241095, Curtis Townsend, 05/29/24
Page 2 of 2
Mailing: P.O.Box 1807, Palmer, AK 99645
Telephone: (907) 745‐8200 FAX: (907) 745‐8201
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
17 May 2024
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241095, Curtis Townsend, 05/29/24
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241095, Curtis Townsend, 05/29/24
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241095, Curtis Townsend, 05/29/24