HomeMy WebLinkAboutOVERLOOK ESTATES #3 LT 18EO .
MUNICIPALITY OF ANCHORAGE aient
On -Site Water & Wastewater Program �o Is,
PO Box 196650 4700 Elmore Road r
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 ^~ i
http://www.muni.org/onsite
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On -Site Water & Wastewater System Permit
Permit Number: OSP241057 Effective Date: 4/26/2024
Work Type: Wel]Septic Initial Expiration Date: 4/26/2025
Tax Code Number: 06723131000
Site Legal Address: OVERLOOK ESTATES #3 LT 18 G:
Site Mailing Address: 27309 WILDE CIR, Eagle River
Owner: VIALPANDO JACOB & CANDICE Lot Size in Sq Ft: 54966
Design Engineer: PANNONE ENGINEERING SERVICES Total Bedrooms: 3
This permit is for the construction of:
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
Special Provisions:
• A sieve analysis is required in the location of the proposed absorption fields. If results require a design
change, construction shall stop pending approval of a change order. Please submit results with the
inspection report (or change order, if required).
d
R -By: _ .Z ss u e J -rte PSS Date:
Issued By: Date: L 47G Z
MUHMPA UTY OF A HCHORAGE bqV5%'5A
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. 067-231-31
Property owner(s) Jacob & Candice Vialpando
Mailing address
Site address NSN Wilde Circle
Day phone
Legal description (Sub'd., Block & Lot) Overlook Estates #3, Lot 18
Legal description (Township, Range & Section)
Lot Size 54,966 Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field
❑X
Initial ❑X
Single Family (SF) ❑X
ADU)
Septic Tank
IRUpgrade
F-1(w/wo
(D) ❑
Holding Tank
F-1Renewal
ElDuplex
Multiple Dwellings ❑
Privy
❑
(SF and/or D)
Private Well
❑X
Water Storage
❑
THIS APPLICATION
INCLUDES A VARIANCE / WAIVER REQUEST FOR:
Distance:
certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
SRP
(Signature of property owner or authorized agent)
Permit/Rush Fees: -� l 312. Waiver Fees:
Date of Payment:
Receipt Number:
Permit No. DSP 2H ) 05 7
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
Municipality of Anchorage
Development Services Department
On‐Site Water & Wastewater Program
4700 Elmore Road
Anchorage, Alaska
Subject: Overlook Estates #3, Lo 18
Well and Septic System Permit Request
This is a design narrative for a permit to install an initial septic system and well on the subject property. The
proposed system will serve a proposed three‐bedroom (3) house. This lot and surrounding lots are served by private
wells.
1. Soils. 28 test holes were performed in this subdivision by PES for the approval of the subdivision, and more were
performed during the design of septic systems on lots in the subdivision. The shallowest groundwater observed
in the subdivision was at 13’ on lot 26, directly adjacent to a stream located on the far end of the subdivision.
Bedrock was not encountered anywhere in the subdivision. The test holes in the area were all found to have a
percolation of less than 5 MPI, most less than 1 MPI. See soils logs for subdivision, S12577. The test hole on lot
18 was performed further to the northwest than the system will actually be installed. We are using surrounding
test holes as a justification. Based on the results of the surrounding percolation tests and known soil types in the
area, per 15.65.210 C; a conservative application rate of 1.2 gallons/day/square feet was used for a conventional
wastewater system. 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.
3. Soil Absorption System Design.
a. See Sheet 1 of the design package.
4. Surface Water:
There is no surface water within 100 feet of the proposed septic tank and drain field.
5. Topography:
See attached site plan for area topography. There are no slopes exceeding 25% less than 50ft from the proposed
drain field.
6. 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
26 April 2024
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241057, Deb Wockenfuss, 04/26/24
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241057, Deb Wockenfuss, 04/26/24
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241057, Deb Wockenfuss, 04/26/24
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241057, Deb Wockenfuss, 04/26/24