HomeMy WebLinkAboutHULTQUIST HEIGHTS LT 110 ID
Hultquist Heights
Lot 1
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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
http://www.muni.org/onsite
On -Site Water & Wastewater System Permit
Permit Number: OSP241300
Work Type: WellSeptic Initial
Tax Code Number: 02004403000
Site Legal Address: HULTQUIST HEIGHTS LT 1 G:3238
Site Mailing Address: 15744 ELIZABETH ST, Anchorage
Owner: HULTQUIST HOMES INC
Design Engineer: PANNONE ENGINEERING SERVICES
This permit is for the construction of:
Effective Date:
Expiration Date
Lot Size in Sq Ft:
Total Bedrooms:
10/7/2024
10/7/2025
63465
Q Disposal Field CSI 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
-Reeeived-By: - T 55(Ar9d� +� 5 Date:
Issued By: Date:
4
MUNICIPALITY OF ANCHORAGE
Y�
Community Development Department Phone: 907-343-7904
Development Services Division Fax: 907-343-7997
On -Site Water e Wastewater Program
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 020-044-03
Property owner(s) Hultquist Homes Day phone
Mailing address 12570 Old Seward Hwy
Site address NHN Elizabeth Street
Legal description (Sub'd., Block & Lot) Hultquist Heights L1
Legal description (Township, Range & Section)
Lot Size 63,465 Sq. Ft. Number of Bedrooms
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(® all that apply)
Absorption Field x❑ Initial R Single Family (SF) x❑
(w/wo ADU)
Septic Tank RX 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)
Permit/Rush Fees: 12
Date of Payment: y
Receipt Number: 12-K06
Permit No. a.,e 2 q ( - 00
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: Hultquist Heights L1
Well and 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
proposed installation will serve a proposed four (4) bedroom house. This lot and surrounding lots are served by
private wells. Currently there are no wells within 100 feet of the proposed wastewater treatment system.
1. Soils: A test hole was performed on this lot by Pannone Engineering Services on 09/23/2024. Groundwater was
not observed during the excavation of the test hole to a depth of 16 feet, and bedrock was not encountered.
Groundwater was not observed in the test hole monitor tube after 7-day. Based on the results of the percolation
test 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 hole.
2. Soil Absorption System Design: See Sheet 1 of the design package.
3. Surface Water: There are unnamed streams on this property as mapped MOA ARC GIS. The proposed location
for the drain field and septic tank creates at least 100 feet of overland flow between the wastewater treatment
system and the stream.
4. Topography: See attached site plan for area topography.
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
4 October 2024
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241300, Deb Wockenfuss, 10/07/24
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Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241300, Deb Wockenfuss, 10/07/24
PA
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A SCALE: 1"=5'
DRAIN FIELD SECTION
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241300, Deb Wockenfuss, 10/07/24
PA
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2.2. SCOPE OF WORK: INSTALL SYSTEM IN ACCORDANCE WITH THE ATTACHED DESIGN AND SPECIFICATIONS.
16 FEET
16 FEET
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241300, Deb Wockenfuss, 10/07/24
PA
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COMMENTS: Test hole excavated by HULTQUIST HOMES.
PERFORMED BY: PANNONE ENGINEERING SERVICES, LLC. I CERTIFY THAT THIS TEST
WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN
EFFECT ON THE DATE OF THIS TEST.
·<1.0 (min/inch)
·6"
·4 FT AND 5 FT
SOILS LOG & PERCOLATION TEST
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241300, Deb Wockenfuss, 10/07/24
040.002 Crowther Associates
1632 Bellevue Circle / Anchorage, Alaska 99515
Telephone (907) 349-2198 / E mail: 907crowther@gmail.com
Date:September 27, 2024
Client:Pannone Engineering Services, Dan
Project:Hultquist Heights Lot 1
Anchorage, Alaska
Particle Size Distribution Table
(percent passing subject sieve size)
Sample Source Lot 1
Moisture
Content
4.8%
Sieve Size Percent Finer Percent Finer Percent Finer Percent Finer
3 inch 100
1-1/2 inch 100
¾ inch 82
#4 56
#10 41
#40 13
#100 6
#200 5
0.02 mm xx
Classification Gravelly Sand
(SP)
Invoice 226
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241300, Deb Wockenfuss, 10/07/24
.Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 Elmore Road
P.O. Box 196650 Anchorage, AK 99507
www.ci.anchorage.ak.us
(907)343-7904
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Soils Log - Percolation Test t ° ° ° • ° ° • °,,��
Performed For: C06 �j 1 k a u is -j- Date Performed:
Legal Description: _ 0pg4cjz_ hi u� �� ���(�-��_ Township, Range, Section:
G U Slope
COMMENTS
WAS GROUND WATER
ENCOUNTERED? 1� 7
Depth
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Depth to Water After / P
Monitoring? E
(Feet)
Date: �a z Z r 3
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15
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16-
17-
18-
19 -
COMMENTS
WAS GROUND WATER
ENCOUNTERED? 1� 7
IF YES, AT WHAT DEPTH?
s
L
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Depth to Water After / P
Monitoring? E
W tt�f r ®
Date: �a z Z r 3
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Site Plan
r,o .— n ( f - I
PERCOLATION RATE?(minutesfinch) PERC HOLE DIAMETER 6_
TEST RUN BETWEEN FT AND FT
PERFORMED BY: (\11A( . 1 CERTIFY THAT THIS TEST WA
PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: A51 zz