HomeMy WebLinkAboutCANYON VIEW ESTATES BLK 1 LT 7WUILi7lf
ESTATES
Block 1
Lot 7
021 -021 -40
(Rev 05/0211
Municipality of Anchorage
On -Site Water and Wastewater Section - (907) 343-7904 Page 1 of 1
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP251213
PID Number: 021-021-40
Dwelling: nN Single Family (SF)
El with ADU n Duplex (D) n Two Single Family Project: nE New n Upgrade
Name
Hultquist Homes, Inc.
ABSORPTION FIELD
❑ Deep Trench nN Wide Trench n Bed n Mound
Site Address
13783 Canyon Road
El Other
Phone
Bedrooms
Soil Rating
Total depth from original grade
4
0.8 GPD/SF�
1.0 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
0.5 Ft.
Gravel depth beneath pipe
0.5 Ft.
Subdivision
Block Lot
Canyon View Estates
1 7
Fill added above original grade
2.3-7.4 Ft.
Gravel length
2@75 Ft.
Township Range Section
Gravel -width
5.0 Ft.
Beds: Number of Lines
n/a
Distance between lines
n/a Ft.
SEPARATION
DISTANCES
To
Septic
Absorption
Lift Station
Holding Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Tank Line
750 Ft2
2
8.1 Ft.
Well
100'+
100'+
100'+
NA 25'+
TANK El Septic 9 S.T.E.P. El Holding F1 Other
Manufacturer
Anchorage Tank
Capacity
1500 Gal.
Surface Water
100'+
100'+
100'+
NA
Material
Number of compartments
Lot Line
5'+
10'+
10'+
NA NA
Steel (Epoxy Coated)
2
Foundation
10'+
10,+
10,+
NA
LIFT STATION
Manufacturer
Capacity
Remarks
Orenco
250 Gal.
Alarm location
House
Electrical installed by
Tesla Electric
PIPE MATERIAL House to tank F628 drainfiTank to eld D1785
Installer
Hultquist Homes, Inc.
Drainfield D1785 CO/MT F628/D3034
inspector PES
BENCHMARK (Assumed elevation) 1194.1 ft
Inspdates:ection im 10/17/25
10/20/25
Location and description
3rd 10/23/25
2nd
4111 11/13/25
See Site Plan, Bottom of window trim
ON-SITE WATER AND WASTEWATER SECTION APPROVAL
Engineer's Stamp
--%-- _,w 21�11kk
C? A4_1 kkII
Conditional Approval:
Date
-- - ----- --
T
49 TH
t ever) R. Pannone W
CE 8 1 �9; . - ", Q,- ,w
1(, - . <� 11 AW
0o- -Q1/13/2026
Septic Systevir'__
Approved lox Date
ik�, IeOFES9
this approval does not include well permit require encs.
ents
(Rev 05/0211
Lot 6
Lot 7
Lot 8
CA
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WELL (N)
(APPROX. LOCATION)
TH-1 (PES)
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24.4
77.8 109.4
PAVED
DRIVE
TH-2 (PES)
4 BR
SFD
(N)
WELL (E)
103.7
10.3
ASSUMED PATH WATER
SERVICE LINE (E)
DR
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W
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±15%
±15%
±15%
1180
1220
1175
1185
1190
1195
1200
111.5
8.1
6.0
WELL (E)
APPROX. MOA MAPPED
VEGETATED DRAINAGE WAY THIS
AREA
TH-8
RESERVE AREA (P)
(CAT III NIC)
INSTALLED 1500gal STEP TANK (N)
W/ORENCO PF300511 EFFLUENT PUMP
INSTALLED FC BEFORE TANK
1.25'' Ø SCH 40 PVC DISCHARGE
LINE TO ABSORPTION FIELDS (N)
B
A
FC
MH1
MH2
MT1
MT2
MT3
MT4
INSTALLED DRAIN FIELD (N)
(2ea) 75LF x 5.0'W x 0.5'E.D. x 1.0'T.D.
REMOVED 2'± OF ORGANICS BELOW FIELDS
REPLACED W/FILTER SAND & LEVELED
USED 1.25''Ø SCH 40 PVC LATERALS
W/ 1/8'' HOLES @ 3.75' (45") O.C.
(20 EVENLY SPACED HOLES)
HOLES ORIENTED DOWN.
INSTALLED MT AT EACH END
BM
22.9±
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R E G I STEREDPROFES
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GINEER
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1"
=
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1
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A B
FC 18.2 14.7
MH1 37.9 25.4
MH2 46.8 33.5
MT1 72.2 48.7
MT2 68.1 53.1
MT3 145.5 124.5
MT4 143.5 125.8
RECORD DRAWING
THIS RECORD DRAWING REPRESENTS THE AS-BUILT CONDITION OF THE PROPERTY IMPROVEMENTS DESCRIBED ABOVE.
THE DRAWING AND ANY OTHER SUBSEQUENT ATTACHED OR INCLUDED INFORMATION IS BASED ON PERIODIC VISUAL OBSERVATION
BY A REPRESENTATIVE OF PES ALONG WITH NOTES, PHOTOS, AND OTHER INFORMATION PROVIDED BY THE INSTALLER OF THE SYSTEM.
THE INFORMATION PROVIDED IN THE RECORD DRAWING APPEARS REASONABLE AND REPRESENTS THAT THE PROJECT WAS DESIGNED AND CONSTRUCTED IN GENERAL
CONFORMANCE OF 18 AAC 72, THE ADEC ONSITE WASTEWATER SYSTEM INSTALLATION MANUAL, AND AMC 15.65 WHERE APPLICABLE. PES SHALL NOT BE HELD LIABLE FOR
SYSTEM DEFICIENCIES WHICH FALL OUTSIDE THE SCOPE OF THE REQUIRED VISUAL OBSERVATIONS OR SUBSEQUENT OBSERVATIONS IF REQUESTED BY THE INSTALLER. SEPTIC
SYSTEM INSTALLERS ARE TRAINED AND APPROVED BY THE MUNICIPALITY OF ANCHORAGE AND OR ADEC AS APPLICABLE. INSTALLERS ARE RESPONSIBLE FOR CONSTRUCTING
THE SEPTIC SYSTEM AS DESIGNED AND ENSURING THEIR WORK CONFORMS TO THE CODES AND POLICIES STATED ABOVE.
DESIGN PARAMETERS
PRIMARY SEPTIC SYSTEM
NO. BEDROOM: 4(600 gpd)
TANK SIZE: 1500gal MIN. (STEP)
PERC RATE: 9.6 MPI
SOIL RATING: 0.8 GPD/SF
AREA RQD: 750 SF
SYS. TYPE: WIDE TRENCH 0.5' E.D.
MIN LENGTH: 150 LF
USED:
(2EA)
75LF x 5.0'W x 0.5'E.D x 1.0'T.D.
TOTAL AREA: 750 SF
RESERVE SEPTIC SYSTEM
NO.BEDROOM: 4(600 gpd)
TANK SIZE: 1500gal
W/ CAT III TREATMENT
PERC RATE: 9.6 MPI
SOIL RATING: 5.0 GPD/SF
AREA RQD: 120 SF
SYS.TYPE: WIDE TRENCH 0.5' E.D.
MIN LENGTH: 24 LF
USE:
24LF x 5.0'W x 0.5'E.D x 2.0'T.D.
TOTAL AREA: 120 SF
*MEASUREMENTS ARE ± 1.0'
SHEET NOTES:
1.PER CONTRACTOR - ADDITION OF TOP SOIL AND SEEDING
OF MOUNDED FIELDS TO OCCUR IN SPRING OF 2026.
ABBREVIATIONS
CO CLEAN OUT NO.
DCO DOUBLE CLEANOUT
DV DIVERTER VALVE
(E)EXISTING
FC FOUNDATION CLEANOUT
MT MONITOR TUBE NO.
MH MANHOLE NO.
(N)NEW
NIC NOT IN CONTRACT
(P)PROPOSED
TH TEST HOLE
TYP TYPICAL
STREAM/DRAINAGE
WAY CENTERLINE
FLOW PATH
NEW SEPTIC
WATER LINE / WELL
RADIUS
ESMT/SETBACK
FC
MH1
MT1
1500gal EPOXY
STEEL STEP
OG SOUTH: 1190.0
0.5' DRAIN ROCK
12
8
11
10
9
6
7
5
3
4
2
TH-1
ELEV: ~1191.5±
OR/PT1
BOH
SM
GM/SM
MH2
OG NORTH: 1192.0
12
8
11
10
9
6
7
5
3
4
2
TH-2
ELEV: ~1193.8±
OR/PT1
BOH
GM
GM/ML
MT3
2.0
2.0
MT2
OG SOUTH: 1191.5
0.5' DRAIN ROCK
OG NORTH: 1194.0
MT4
2.0
2.0
1184.2
FG SOUTH: 1197.2
1179.5
INV: 1191.5
FG NORTH: 1195.7
INV: 1191.5
1181.8
FG: 1189.9
FG:1190.8
OG: 1190.5
DRAIN ROCK 6" ABOVE PIPE INV
1.25"Ø SCH 40 PVC W/ 1
8''
DRAIN HOLES 3.75' O.C.
FILTER FABRIC
BOX: 1188.0
BOX: 1190.0
TOP OF SAND: 1191.0TOP OF SAND: 1191.0
FG SOUTH: 1198.9
INV: 1193.5
FG NORTH: 1196.3
INV: 1193.5
DRAIN ROCK 6" ABOVE PIPE INV
1.25"Ø SCH 40 PVC W/ 1
8''
DRAIN HOLES 3.75' O.C.
FILTER FABRIC
BOX: 1189.5
BOX: 1192.0
TOP OF SAND: 1193.0TOP OF SAND: 1193.0
WEST TRENCH
EAST TRENCH
TEST HOLES PERFORMED: 04/03/2025
WATER @ 6.75' (TH-1): 06/24/2025
WATER @ 6.0' (TH-2): 06/24/2025
3:1
3:1
3:1
3:1
NOTE:
TOP SOIL AND SEEDING OF LEACH FIELD MOUNDS TO OCCUR IN
SPRING 2026 PER SUBJECT INSTALLER.
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I SCALE: NTS
SEPTIC SYSTEM PROFILE
www.sullivanwaterwells.com
Pump Installation Log
Well Drilling Permit Number: OSP 251213 Date of Issue 6/30/25
Parcel Identification Number: 0210214000
Legal Description Property Owner Name & Address
Canyon View Estates Block 1 Lot 7 Hultquist Homes
Pump Installation Date:
8/4/25
Pump Intake Depth Below Top of Well Casing:
350 feet
Pump manufacturer’s Name:
Grundfos
Pump Model:
10SQE15-330
Pump Size:
1.5 hp
Pitless Adapter Burial Depth:
10 feet
Pitless Adapter Installer:
Pitless Manufacturer:
Unknown
Disinfected Upon Completion?
yes no
Method of Disinfection:
Chlorine 50 PPM
Comments:
Pump Installers Name:
Sullivan Water Wells
Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation.
Merrill
Certified Drilling Log
OWNER OF LAND: Hultquist Homes
ADDRESS: 13783 Canyon Rd. Anchorage, AK 99516
LEGAL DESCRIPTION Canyon View Estates Block 1 Lot 7
DATE: 7/3/25
PERMIT NUMBER: OSP251213 DATE OF ISSUE: 6/30/25
TAX IDENTIFICATION NUMBER 02102140000
Is well located at approved permit location: Yes No
Method of Drilling: air rotary cable tool
Depth of Well: 360’
Casing Type: Steel Wall thickness .250 inches
Diameter: 6 inches, depth 56 feet
Liner type
Static Water Level: 58 feet
Recovery Rate 2 gpm gph
Method of Testing Air
Well Intake Opening Type: open end open hole
Screened Start feet Stopped
Perforations Start feet Stopped
Grout Type: Bentonite Volume: 50 lbs
Depth: from 2 feet, to 42 feet
Well Disinfected Upon Completion: yes no
Method of Disinfection: Chlorine 50 PPM
Comments:
Bore Hole Data
Depth
From To
0 2 Casing Stickup
2 4 Overburden
4 14 Silty Sand & Gravel w/ Clay
14 53 Tight Silty Sand & Gravel
53 128 Bedrock Gray
128 136 Bedrock Brown
136 341 Bedrock Gray
341 357 Bedrock Brown
357 360 Bedrock Gray Hard
Drillers Name: Cole Sullivan
ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority.
Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation.
MatSu Borough: Department of Environmental Conservation.
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: OSP251213
Work Type: WellSeptic Initial
Tax Code Number: 02102140000
Site Legal Address: CANYON VIEW ESTATES BLK 1 LT 7 G:3042
Site Mailing Address: 13783 CANYON RD, 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:
6/30/2025
6/30/2026
79050
Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy 2 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
Received By: Date:
r
Issued By: Date:
4
ON -SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 021-021-40
Property owner(s) Hultquist Homes Inc Day phone
Mailing address 12570 Old Seward Highway Anchorage, AK
Site address NHN Canyon Road
Legal description
Canyon View Estates 131 L7
Number of Bedrooms 4
Engineering Firm Pannone Engineering Services, LLC
Building Permit Number V 9 Not Applicable El
APPLICATION IS FOR: APPLICATION IS AN:
(Z all that apply)
Disposal Field
0 Initial El
Septic Tank
El Upgrade 1:1
Holding Tank
El Renewal El
Privy
❑
Well
Water Storage
❑
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
Permit/Rush Fees: 7X00
Date of Payment: (fi _? /01
Permit No. () s rq " 9� (9 L�
May 2025
Waiver Fees:
Date of Payment:
Waiver No.
Distance:
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 Block 1 Lot 7
Private 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 system
will serve a proposed four-bedroom (4) house. This lot and surrounding lots are served by private wells.
1. Soils:
Two test holes were performed on this lot by Pannone Engineering Services, LLC on 04/03/2025. Groundwater was
not observed during the excavation of these test holes, and bedrock was not encountered. Groundwater was
observed in the test hole monitor tubes after 7-days at 6.75’ and 6.0’ BGS respectively. Based on the results of the
percolation test and overall soils appearance an application rate of 0.80 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 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. 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, please contact me at (907) 745-8200.
Sincerely,
SRP
Steven R. Pannone, P.E. F. ASCE
Owner/Civil Engineer
25 June 2025
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP251213, Curtis Townsend, 06/30/25
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Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP251213, Curtis Townsend, 06/30/25
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COMMENTS: Test hole excavated by Hultquist Homes, Inc.
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.
·9.6 (min/inch)
·6"
·2 FT AND 3 FT
·
SOILS LOG & PERCOLATION TEST
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP251213, Curtis Townsend, 06/30/25
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COMMENTS: Test hole excavated by Hultquist Homes, Inc.
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.
·1.7 (min/inch)
·6"
·2 FT AND 3 FT
·
SOILS LOG & PERCOLATION TEST
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP251213, Curtis Townsend, 06/30/25
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INSTALL SYSTEM IN ACCORDANCE WITH THE ATTACHED DESIGN AND SPECIFICATIONS.
6.0 FEET
6.0 FEET
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP251213, Curtis Townsend, 06/30/25
MUNICIPALITY OF ANCHORAGE
Development Services Department x : r' Phone: (907)343-7904
On -Site Water & Wastewater Section Fax: (907)343-7997
Certificate of On -Site Systems Approval
OSC261009
Parcel ID 021 -021-40 Expiration Date: 8/412026
Legal description CANYON VIEW ESTATES BLK 1 LT 7
Site address 13783 CANYON RD
Current property owner(s) HULTQUIST HOMES INC
X The On-site system(s) is/are approved for 4 bedrooms
Conditional approval for bedrooms, with the following stipulations:
Comments or conditions:
No comments
Original Certificate Date
1/14/2026
This ificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject
s em(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage,
evelopment Service Department (DSD) issues COSAs based upon representations provided by an
independent professional engineer. The Municipality of Anchorage is not responsible for errors or
omissions in the professional engineer's submittal.
ATTACHMENTS:
COSA Checklist X Well Flow Advisory
Absorption Field Advisory Nitrate Advisory
Tank Age Advisory Arsenic Advisory
Other
COSA Checklist_May2025.docx
COSA Checklist
Legal Description: Parcel ID:
If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system ____
A. WELL DATA
Well log is filed with Onsite (or attached)
Date drilled Total depth ft
Cased to ft
Sanitary seal is functioning correctly
Wires are properly protected
Casing height (above ground) in.
Date of flow test for COSA
Static water level at beginning of test ft.
Well production at time of test gpm
Water storage tank volume gallons
Well disinfected for coliform test? Yes No
Coliform bacteria is Negative
Nitrate mg/L Nitrate less than MRL (ND)
Arsenic ug/L Arsenic less than MRL (ND)
Collected by
Date
Comments __________________________________________________________________________________
B. TANK DATA
Measured operating fluid level in septic tank
Date of pumping
Required maintenance completed, if AWWTS
Comments:
C. LIFT STATION
Required maintenance completed
Age of lift station years
Lift station material
Comments:
D.DISPOSAL FIELD DATA
Which system tested (date installed)
ALL standpipes present per record drawing
Total measured depth from grade ft (max)
Measured depth to pipe invert from grade ft (min)
N/A – pressurized field.
Per record drawings, field is insulated.
Monitor tubes go to bottom of effective.
If not, state depth into effective
Presoaked required if
(Required if house vacant or field not used for more
than 30 days prior to date of test)
Gallons introduced gallons date
Any rejuvenation treatment (past 12 months)
If yes, enter date
Adequacy test date
Results Pass
Fluid depth prior to test in
Water added gal
New fluid depth in
Elapsed time min
Final fluid depth in
Absorption rate gpd
FIELD STATUS – POST RECOVERY
Effective depth (per record drawings) in
Effective depth used in
Effective depth remaining in
Comments/Deficiencies:
E. SEPARATION DISTANCES
From Well on Lot to: (Please enter distances if less than required)
Septic Tank/Lift Station on Lot > 100’
Yes if No ft
Neighboring Tank > 100’ Yes if No ft
Disposal Field on Lot > 100’ Yes if No ft
Neighboring Disposal Fields > 100’
Yes if No ft
Sewer Line/Main > 100’ Yes if No ft
Sewer Manhole/Cleanout > 100’
Yes if No ft
Sewer Service/Septic Line > 25’ Yes if No ft
Holding Tank > 100’ Yes if No ft
Animal Containment > 50’ Yes if No ft
Manure/Animal Excreta Storage > 100’
Yes if No ft
N/A – Served by Community Well (not on lot) or Public Water
From Septic/Holding Tank and Disposal Field(s) on Lot to: (Please enter distances if less than required)
Tank to Foundation > 10’ Yes if No ft
Field to Foundation > 10’ Yes if No ft
Tank to Property Line > 5’ Yes if No ft
Field to Property Line > 10’ Yes if No ft
Water Main/Service Line > 10’ Yes if No ft
Surface Water > 100’ Yes if No ft
Wells on Adjacent Lots:
Wells > 100’ Yes if No ft
Community Wells > 200’ Yes if No ft
If tank or field is under driveway comment below
F.ENGINEER’S COMMENTS
G.CERTIFICATION & STATEMENT OF INSPECTION BY ENGINEER
Phone Name of Firm
Engineer’s Printed Name
COSA Checklist_May2025.docx
Date
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation,
based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines, indicates that the on-site
water supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes,
ordinances, and regulations in effect at the time of installation, unless noted otherwise.
In conducting an adequacy test, I attempt to provide a thorough, conscientious
engineering analysis of the system in accordance with ADEC & MOA guidelines and
regulations. The reported results describe the performance of the system under the
conditions encountered at the time of the test, and separation distances measured to
readily identifiable features. The operational life of all wells and septic systems depend
on the local soil condition, ground water levels that may fluctuate during the years, and
the water usage of the people served by the system. These conditions are outside the
control of the evaluator of this system. All systems eventually fail, and satisfactory test
results do not guarantee future performance if the system, nor do they guarantee that
there are no hidden defects of encroachments. Therefore, we cannot provide any
warranty of future performance, nor can we estimate the remaining life of the system.
The content of this report is for the sole benefit of the owner listed above.
1/13/26
Lot 7, Block 1,
Canyon View Estates Subdivision
Asbuilt
Land Surveying
Land Development Consultants
Subdivision Specialists
Construction Surveying
AEC# 173042
S4
Group
610 E 5th Avenue
Anchorage, Alaska 99501
(907) 306-8104
mail@S4AK.com
0 60'
GRAPHIC SCALE
11/6/2025