HomeMy WebLinkAboutEQUESTRIAN HEIGHTS BLK 2 LT 16EQUESTRIAN
HEIGHTS
Block 2
017-092-71
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: OSP241209
Work Type: WellSeptic Initial
Tax Code Number: 01709271000
Site Legal Address: EQUESTRIAN HEIGHTS BLK 2 LT 16 G:3038
Site Mailing Address:
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:
7/22/2024
7/22/2025
22545
2 Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy 0 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
4
Received By:
L�-�P e- S
Date:
Issued By:
Date:
7 202
MUNICIPALITY OF
. . . . . . . . . .
Community Development Department
Development Services Division
On -Site Water & Wastewater Program
Phone: 907-343-7904
Fax: 907-343-7997
ON -SITE SEWERIWELL PERMIT APPLICATION
Parcel I.D. 017-092-71
Property owner(s) Hultquist Homes
Mailing address 12570 Old Seward Hwy Anchorage, AK
Site address NHN Pickett Street
Day phone
Legal description (Sub'd., Block & Lot) Equestrian Heights B2 L16
Legal description (Township, Range & Section)
Lot Size 22,545 _Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(Z all that apply)
Absorption Field
Rx
Initial RX
Single Family (SF) RX
(w/wo ADU)
Septic Tank
[i]
Upgrade R
Duplex (D) ❑
Holding Tank
R
Renewal
Multiple Dwellings ❑
Privy
El
(SF and/or D)
Private Well
RX
Water Storage
R
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.
�40
(Signature of property owner or authorized agent)
Permit/Rush Fees:
Date of Payment:
Receipt Number:
f?
Permit No. cl-1-1--) ?� 1 1209
Waiver Fees:
Date of Payment:
Receipt Number:
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: Equestrian Estates B2 L16
Private well and Septic System Permit Request
This is a design narrative for a permit to install a well and septic system on the subject property. The proposed
upgrade 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 installation.
1. Soils: A test hole was performed on this lot by Pannone Engineering Services, LLC on 6/27/2024. Groundwater
was not observed during the excavation of the test hole, and bedrock was not encountered. No groundwater
was observed in the test hole monitor tube after 7-days. Based on the results of the percolation test, sieve
analysis 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.
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 drain field.
4. Topography: See attached site plan for area topography. The slope down gradient of the drain field is
approximately 26% based on MOA lidar. This installation conforms to the steep slope provisions of AMC 15.65.
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
15 July 2024
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241209, Curtis Townsend, 07/22/24
PA
N
N
O
N
E
E
N
G
S
V
C
,
L
L
C
(
C
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I
.
1
0
8
8
)
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
OSP241209, Curtis Townsend, 07/22/24
PA
N
N
O
N
E
E
N
G
S
V
C
,
L
L
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1
0
8
8
)
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241209, Curtis Townsend, 07/22/24
PA
N
N
O
N
E
E
N
G
S
V
C
,
L
L
C
(
C
.
I
.
1
0
8
8
)
A SCALE: 1"=10'
DRAIN FIELD SECTION
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241209, Curtis Townsend, 07/22/24
PA
N
N
O
N
E
E
N
G
S
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,
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8
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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.
·24 (min/inch)
·6"
·3 FT AND 4 FT
SOILS LOG & PERCOLATION TEST
·<1.0 (min/inch)
·6"
·- FT AND - FT
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241209, Curtis Townsend, 07/22/24
040.002 Crowther Associates
1632 Bellevue Circle / Anchorage, Alaska 99515
Telephone (907) 349-2198 / E mail: 907crowther@gmail.com
Date:July 5, 2024
Client:Pannone Engineering Services, Aaron
Project:Equestrian Heights, Block 2, Lot 16
Particle Size Distribution Table
(percent passing subject sieve size)
Sample Source Test Pit
Moisture
Content
2%
Sieve Size Percent Finer Percent Finer Percent Finer Percent Finer
3 inch 100
1-1/2 inch 100
¾ inch 94
#4 67
#10 43
#40 10
#100 3
#200 2
0.02 mm xx
Classification Gravelly Sand
(SP)
Invoice 219