HomeMy WebLinkAboutEQUESTRIAN HEIGHTS BLK 2 LT 12Eqestri'oan Heights
Block 2
Lot 12
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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: OSP241317
Work Type: WellSeptic Initial
Tax Code Number: 01709266000
Site Legal Address: EQUESTRIAN HEIGHTS BLK 2 LT 12 G:3038
Site Mailing Address: 14274 EQUESTRIAN CIR, Anchorage
Owner: DIME DEVELOPERS LLC
Design Engineer: PANNONE ENGINEERING SERVICES
This permit is for the construction of:
Effective Date
Expiration Date:
Lot Size in Sq Ft:
Total Bedrooms:
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9/20/2024
9/20/2025
22262
0 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
-R e (jad 3y:
Issued By: G(/
Date:
Date: 20 2
4
MUNICIPALITY OF
Community Development Department
Development Services Division
On -Site Water & Wastewater Program
ANCHORAGE JR L)5 "
Phone: 907-343-7904
Fax: 907-343-7997
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 017-092-66
Property owner(s) Hultquist Homes Inc Day phone
Mailing address 12570 Old Seward Highway Anchorage, AK
Site address NHN Equestrian Circle
Legal description (Sub'd., Block & Lot) Equestrian Heights B2 L12
Legal description (Township, Range & Section)
Lot Size - 22,262 —Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(N all that apply)
Absorption Field fx] Initial Ed Single Family (SF) nx
(w/wo AD U)
Septic Tank Qx Upgrade
Duplex (D) ❑
Holding Tank ❑ Renewal
Multiple Dwellings ❑
Privy ❑ (SF and/or D)
Private Well nx
Water Storage n
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: -/312 Waiver Fees:
Date of Payment:
Receipt Number:
Permit No. 0-5 P ?,-(1317
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: Equestrian Heights B2 L12
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 systems
will serve a proposed four (4) bedroom house. This lot and surrounding lots are served by private wells. Currently
there are no wells within 100ft of the proposed installation.
1. Soils: A test hole were performed on this lot by Pannone Engineering Services, LLC on 09/10/2024. The soils log
is attached, and approximate locations are shown on the site plan. Groundwater was not observed during the
excavation of the test hole, and bedrock was not encountered. 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 the
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 is no surface water within 100 feet of the proposed septic tank and drain field.
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
11 September 2024
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241317, Deb Wockenfuss, 09/20/24
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Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241317, Deb Wockenfuss, 09/20/24
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2.2. SCOPE OF WORK: INSTALL SYSTEM IN ACCORDANCE WITH THE ATTACHED DESIGN AND SPECIFICATIONS.
14 FEET
14 FEET
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241317, Deb Wockenfuss, 09/20/24
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
OSP241317, Deb Wockenfuss, 09/20/24
040.002 Crowther Associates
1632 Bellevue Circle / Anchorage, Alaska 99515
Telephone (907) 349-2198 / E mail: 907crowther@gmail.com
Date:
Client:
Project:
September 16, 2024
Pannone Engineering Services, Dan
Equestrian Heights, Block 2, Lots 8 and 12
Anchorage, Alaska
Particle Size Distribution Table
(percent passing subject sieve size)
Sample Source Lot 12 Lot 8
Moisture
Content
3.3%2.2
Sieve Size Percent Finer Percent Finer Percent Finer Percent Finer
3 inch 100 100
1-1/2 inch 100 100
¾ inch 100 87
#4 82 58
#10 38 45
#40 8 9
#100 5 3
#200 5 1
0.02 mm xx xx
Classification Gravelly Sand
(SP)
Gravelly Sand
(SP)
Invoice 223
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241317, Deb Wockenfuss, 09/20/24