HomeMy WebLinkAboutCANYON VIEW ESTATES BLK 2 LT 4Canyon View Estates
Block 2
Lot 4
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 Water & Wastewater System Permit
Permit Number: OSP241133
Work Type: WellSeptic Initial
Tax Code Number: 02102150000
Site Legal Address: CANYON VIEW ESTATES BLK 2 LT 4 G:3042
Site Mailing Address: 13800 CANYON RD, Anchorage
Owner: HULTQUIST HOMES INC
Design Engineer: PANNONE ENGINEERING SERVICES
This permit is for the construction of:
Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy
Effective Date:
Expiration Date
Lot Size in Sq Ft:
Total Bedrooms:
UepartIII t,t
6/21/2024
6/21/2025
75052
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
J eee+ved 3y: �- 55U J -c� � S Date:
Issued By: Date:. r, 2� 2
5
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 021-021-50
Property owner(s) Hultquist Homes Inc Day phone
Mailing address 12570 Old Seward Highway Ste 204 Anchorage, AK
Site address NHN Canyon Road
Legal description (Sub'd., Block & Lot) Canyon View Estates 132 L4
Legal description (Township, Range & Section)
Lot Size 75,052 -Sq. Ft. Number of Bedrooms 5
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(Z all that apply)
Absorption Field
Fx_j
Initial rx]
Single Family (SF)
(w/wo ADU)
Septic Tank
El
Upgrade El
Duplex (D)
❑
Holding Tank
D
Renewal 1-1
Multiple Dwellings
El
Privy
El
(SF and/or D)
Private Well
Fx_1
Water Storage
EJ
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: 13112-
Date of Payment: (-, � �-/Zo Z r
Receipt Number:
I
Permit No. 5P 21
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
Municipality of Anchorage
Development Services Department
On-Site Water & Wastewater Program
4700 Elmore Road
Anchorage, Alaska
Subject: Canyon View Estates B2 L4
Initial Septic System Permit Request
This is a design narrative for a permit to install an initial well and septic system on the subject property. The
installation will serve a proposed five (5) bedroom house. This lot and surrounding lots are to be served by private
wells. Currently there are no wells within 100 feet of the proposed wastewater treatment system.
1. Soils: Two test holes were performed on this lot by Pannone Engineering Services, LLC, TH-4 and TH-4A on
5/4/2024. Groundwater was observed during the excavation of the test holes at a depth of eight (8) feet and
twelve (12) feet BGS respectively, bedrock was not encountered during the excavations. The developer made
several drainage improvements to the subdivision. Groundwater was observed in the test hole monitor tubes at
a depth of ten (10) feet BGS in TH-4 on 5/25/2024, TH-4A was found to be dry on 5/25/2024. Based on the
results of the percolation test, overall soils appearance, and attached sieve analysis 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 holes.
2. Soil Absorption System Design: See Sheet 1 of the design package.
3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and or 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.
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
6 June 2024
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241133, Deb Wockenfuss, 06/21/24
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241133, Deb Wockenfuss, 06/21/24
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241133, Deb Wockenfuss, 06/21/24
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241133, Deb Wockenfuss, 06/21/24
COMMENTS: Test hole excavated by BROWNSON BROS .
PERFORMED BY: PANNONE ENGINEERING SERVICES, LLC. I CERTIFY THAT THIS TEST
WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES
IN EFFECT ON THE DATE OF THIS TEST.
·< 1.0 (min/inch)
·6"
·2 FT AND 3 FT
SOILS LOG & PERCOLATION TEST
PA
N
N
O
N
E
E
N
G
S
V
C
,
L
L
C
(
C
.
I
.
1
0
8
8
)
5/25/23 and 5/10/23 groundwater
monitoring after drainage
improvements constructed
GP/
GM
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241133, Deb Wockenfuss, 06/21/24
040.002 Crowther Associates
1632 Bellevue Circle / Anchorage, Alaska 99515
Telephone (907) 349-2198 / E mail: crowther@alaska.net
Client: Pannone Engineering Services
Project: Canyon View SD Block 2
Date: May 18, 2023, June 21, 2024
Particle Size Distribution Table
(percent passing subject sieve size)
Sample Source 3 4 5 6
Moisture
Content
5.6%5.4%4.0%xx
Sieve Size Percent Finer Percent Finer Percent Finer Percent Finer
3 inch 100 100 100 xx
1-1/2 inch 100 100 100 xx
¾ inch 93 91 94 xx
#4 54 51 52 xx
#10 36 33 35 xx
#40 12 14 16 xx
#100 6 8 10 xx
#200 6 7 8 xx
0.02 mm xx xx xx xx
Classification Gravelly Sand
with Silt
(SP-SM)
Sandy Gravel
with Silt
(GP-GM)
Sandy Gravel
with Silt
(GP-GM)
No Sample
Invoice 192
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241133, Deb Wockenfuss, 06/21/24