HomeMy WebLinkAboutCANYON VIEW ESTATES BLK 2 LT 5CANYON VIEW
ESTATES
Block 2
Lot 5
021 - 021 - 51
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: OSP241184
Work Type: WellSeptic Initial
Tax Code Number: 02102151000
Site Legal Address: CANYON VIEW ESTATES BLK 2 LT 5 G:3042
Site Mailing Address: 13818 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:
7/9/2024
7/9/2025
Lot Size in Sq Ft: 81995
Total Bedrooms: -* - .5
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
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Received By: 5 5Date:
Issued By: Date: 7
S/J�oL'
ON -SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 021-021-51
Property owner(s) Hultquist Homes Inc
Mailing address 12750 Old Seward Hwy Ste 204
Site address NHN Canyon Road
Day phone
Legal description (Sub'd., Block & Lot) Canyon View 132 L5
Legal description (Township, Range & Section)
Lot Size - 81,995 —Sq. Ft. Number of Bedrooms-4"'
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(Z all that apply)
Absorption Field
0
Initial 5XI
Single Family (SF)
nx
-XI
(w/wo ADU)
Septic Tank
I
Upgrade R
Duplex
El
(D)
Holding Tank
❑
Renewal El
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: $ / � I "Z? Waiver Fees:
Date of Payment: 6,1-z- 71-,7 Date of Payment:
Receipt Number: 3Z3 2-6 Receipt Number:
Permit No. Of----) 122-9 1/5 (-1 Waiver No.
Permit App_'-'- : - :'-..:c ;
Pannone Engineering Services uc
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail: steve(@Panengak.com
Municipality of Anchorage
Development Services Department
On -Site Water & Wastewater Program
4700 Elmore Road
Anchorage, Alaska 99519
Subject: Canyon View B2 L5
Steep Slope Disposal Field Waiver Request.
Ladies and Gentlemen:
(0�4 :4
I am writing to request a waiver to the steep slope section of AMC 15.65. 15.65.210.4.a.iv requires that the
distribution pipe invert on the downhill side of the trench be a minimum of 36 inches below the natural organic
surface. Due to the groundwater elevation in the area, the proposed wide trench disposal field cannot be installed
at a depth which would allow for a depth of 36 inches to be met. As can be seen on the attached slope section the
proposed installation will not cause effluent to daylight at any distance of concern. We are requesting a reduced
distance of 2.7ft below the natural ground surface to the distribution pipe invert. The drain fields will be insulated
and out mounded to create a minimum of 3.0 ft of ground cover.
The soils in this area are typically Hydrologic Soils Group A which contains organics underlain by sandy gravel with
silt (GP/GM), as evidenced by the previously submitted sieve analysis. Due to the nature of and drainage capacity
of the soils found in the area (HSG A) the designed infiltration line of 45% for septic system installation on steep
slopes should be used instead of the assumed/worst case soil classification infiltration line of 25%. The slopes and
soil types enable installation of any system without the system effluent "daylighting" at any distance of concern.
Granting this waiver will not pose a threat to the safety of this lot or the surrounding lots. Please contact me if you
have any comments or concerns.
Sincerely,
Steven R. Pannone, P.E. F.ASCE
Owner/Civil Engineer
22 July, 2024
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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 B2 L5
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
installation will serve a proposed five (5) 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 was performed on this lot by Pannone Engineering Services, LLC on 5/4/2023. Groundwater
was observed during the excavation of the test hole at a depth of 12.5 ft BGS, bedrock was not encountered.
Groundwater was observed in the test hole monitor tube after at a depth pf 9.0 ft BGS on 5/25/2023. Based on
the results of the percolation test 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 a drainage easement which frequently flows water located between lots 4 and 5. There
is at least 100ft of worst-case overland flow between the proposed installation and the drainage.
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
2 July 2024
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241184, Curtis Townsend, 07/09/24
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NOTES: PANNONE ENG SVC LLC (C.I. 1088) REVISIONS DATE
FOR CONSTRUCTION P.O. BOX 1807 PALMER, AK 99645 OFAi 7/23/2024
PHONE 907 745-8200 FAX 907 745-8201 p'' SCALE
CHANGE ORDER k %om .* 1" = 60,
DRAWN ACP CANYON VIEW B2 L5 •••• •• ......• P.I.D. NO
CHECKED SRP HULTQUIST HOMES }ems cmnop• 021-021-51
CE $149 PERMIT N0.
SITE: NHN CANYON RD ;024.07.24 OSP241184
SITE PLAN ANCHORAGE, AK SHEET
1 OF 4
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NOTES: PANNONE ENG SVC LLC `C.I. 'IOSS) REVISIONS DATE
FOR CONSTRUCTION P.0 BOX 1807 PALf�ER, AK 9645 QF 7/23/2024
PHONE 907 745-8200 FAX (907) 745-8201 SCALE
CHANGE ORDER '• 1"=10'
DRAWN ACP CANYON VIEW 132 L5 ..•46I6!
••• P.I.D. NO
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SITE: NHN CANYON RD 024.0 .z� OSP241184
SECTION ANCHORAGE, AK SHEET
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NOTES: PANNONE ENG SVC LLC (C.1. 1088)
FOR CONSTRUCTION P.O. BOX 1807 PALMER, AK 99645
CHANGE ORDER PHONE (907) 745-8200 FAX 907 745-8201
DRAWN ACP CANYON VIEW 132 L5
CHECKED SRP HULTQUIST HOMES
SITE: NHN CANYON RD
NOTES ANCHORAGE, AK
REVISIONS JUAIL
7/23/2024
NO SCALE
.I.D. NO
021-021-51
ERMIT NO.
OSP241184
4OF4
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241184, Curtis Townsend, 07/09/24
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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 GUIDLINES
IN EFFECT ON THE DATE OF THIS TEST.
·< 1.0 (min/inch)
·6"
·2 FT AND 3 FT
SOILS LOG & PERCOLATION TEST
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241184, Curtis Townsend, 07/09/24