HomeMy WebLinkAboutOVERLOOK ESTATES #3 LT 14Overlook Estates #3
Lot 14
#067- 231- 27
Municipality of Anchorage
On-Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP231030 PID Number: 067-231-27
Dwelling: 0 Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: N New ❑ Upgrade
Name ! U14-- t�O ► riP S
19 ABSORPTION FIELD
Site Address
❑Deep Trench Wide Trench El Bed F1 Mound
-1-72- WILDS CIRCLE
❑ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
3
1.2 GPD/SFJ
8.0 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
4 Ft.
Gravel depth beneath pipe
4.0 Ft.
Subdivision Block Lot
OVERLOOK EST. #3 14
Fill added above original grade
2.0 Ft.
Gravel length
40 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
I Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Tank
Line
400 FF
1
N/A Ft.
Well
1001+
100'+
NA
NA
25'+
TANK ❑p Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer
GREER
Capacity
1000 Gal.
Surface Water
100'+
100'+
NA
NA
Material
Number of compartments
Lot Line
51+
10'+
NA
NA
NA
HDPE
2
Foundation
10'+
10'+
NA
NA
LIFT STATION
Manufacturer
Capacity
Remarks
Gal.
Alarm location
Electrical installed by
i
Installer
PIPE MATERIAL House to tank 3034 Tank to 3034
drainfield
Little Dipper Excavating
Drainfield 3034 Co/MT3034
Inspector PES
BENCH MARK (Assumed elevation) 100.0 ft
Inspdection X51 08/05/23 nrj 08/07/23
Location and description
2
3m 08/08/23 41", 08/18/23
See Site Plan, Bottom House Siding
ON-SITE WATER AND WASTEWATER SECTION APPROVAL
Engineer's Stamp
Conditional
OF �k
Approval: Date
.-� ..
49 TH����
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Steven R. Pannone
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Septic System --
Approved 2 p w Date
_8 . CE 881149
Note: this approval does not include well permit requirements.
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NOTES: PANNONE ENG SVC LLC (C.1. 1088) REVISIONS DATE
RECORD DRAWINGS PHONE (90BOX 7) 745-8200ALFAX (907)9645 745-8201 i� REV: 09/07/2023 09/01/2023
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DRAWNLic OVERLOOK EST. #3 LOT 14 P.I.D. NO
CHECKED — H U LTOU I S T HOMES, INC. "stege„ anno�e PERMIT NPERMIT
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1-27
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SITE: 27250 WILDE CIRCLE z023.090; osP231030
SITE PLAN EAGLE RIVER, AK 99577 SHEET
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NOTES:
PANNONE ENG SVC LLC (C.I. 1088)
P.O. BOX 102954 ANCHORAGE, AY 99510
PHONE (907) 272-8218 FAX (907) 272-8211
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REVISIONS
DATE
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SCALE
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REV: 09/07/2023
OVERLOOK EST. #3 LOT 14
HULTOUIST HOMES, INC.
SITE: 27250 WILDE CIRCLE�o23.O90
DRAWNic
P.NO
067-231-27
CHECKED
—
PERMIT NO.
OSP231030
SHEET
SOIL LOG
EAGLE RIVER, AK 99577
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040.002 Crowther Associates
1632 Bellevue Circle / Anchorage, Alaska 99515
Telephone (907) 349-2198 / E mail: 907crowther@gmail.com
Date:
Client:
Project:
August 20, 2023
Pannone Engineering Services, Dan
Overlook Estates #3, Lot 14
Particle Size Distribution Table
(percent passing subject sieve size)
Sample Source --
Moisture
Content
5.5%
Sieve Size Percent Finer Percent Finer Percent Finer Percent Finer
3 inch 100
1-1/2 inch 100
¾ inch 100
#4 83
#10 59
#40 16
#100 5
#200 4
0.02 mm xx
Classification Gravelly Sand
(SP)
Invoice 206
Wheaton Water Well, Inc.
1190 N. Wasilla-Fish hook Road
Wasilla, AK 99654
Name:
Hultquist
Address:
12570 Old Seward Hwy.
City:
Anchorage
State:
AK
Zip Code: 99515
Well Site:
Overlook Estates #3
Lot/Block: L14
Additional:
27250 Wilde Circle
Well Depth:
60 ft.
From:
To:
Formation:
0
2
Stick Up
Below Ground:
58 ft.
2
5
Fill
Above Ground:
2 ft.
5
17
Gravel, Silt
Gal/Min'
25
17
24
Damp Gravel, Sand
24
38
Gravel, Silt Dry
Static Level:
40 ft.
38
43
Wet Gravel, Sand
43
60
Water, Gravel, Sand
Casing:
60"ft. of 61n. x .25in. steel"
Liner Pipe:
N/A
Screened:
N/A
Perforated:
N/A
Grouted:
Grouted
Depth:
Develop. Method:
Air
Use of Well:
Residential
Drilling Method:
Rotary
Misc:
Other:
Commercial Cap
The well was pumped 5' off the bottom with 100% draw down for 2 hours and recovered at 25gpm .
Date Drilled:
8/9/2023
Driller:
Seth Moore
Mark Begich
Mayor
Development Services Department
Building Safety Division
On-Site Water & Wastewater Program
4700 Elmore Road
P.O. Box 196650
Anchorage, AK 99507
www.muni.org/onsite
(907) 343-7904
Pump Installation Log
Well Drilling Permit Number: SW Date of Issue:
Parcel Identification Number:
Legal Description Property Owner Name & Address:
Pump Installation Date:
Pump Intake Depth Below Top of Well Casing: feet
Pump Manufacturer’s Name:
Pump Model:
Pump Size hp
Pitless Adapter Burial Depth: feet
Pitless Adapter Manufacturer’s Name:
Pitless Adapter Installer:
Well Disinfected Upon Completion? Yes No
Method of Disinfection:
Comments:
Pump Installer Name:
Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation.
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: OSP231030
Work Type: WellSeptic Initial
Tax Code Number: 06723127000
Site Legal Address: OVERLOOK ESTATES #3 LT 14 G:
Site Mailing Address: 27250 WILDE CIR, Eagle River
Owner: EKLUTNA INC
Design Engineer: PANNONE ENGINEERING SERVICES
This permit is for the construction of:
Effective Date
Expiration Date:
I»cnt �,
O
Dep itI-tmeut
Lot Size in Sq Ft:
Total Bedrooms:
3/14/2023
3/13/2024
54599
Q 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
Special Provisions:
A test hole is required prior to construction of the absorption field, in the location shown on the site plan, to
confirm minimum separation to impermeable soil and seasonal high groundwater, as well as percolation
rate. Construction may proceed at your own risk prior to 7 -day groundwater monitoring. If results require
a design change, construction shall stop pending approval of a change order. Please submit results with
the inspection report (or change order, if required).
Received By: L)C C) T-0 l A-(VA,10v�
Issued By:
Date:
Date: qo 2
Community Development Department Phone: 907-343-7904
Development Services Division Fax: 907-343-7997
On -Site Water & Wastewater Program
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 067-231-27
Property owner(s) Hultquist Homes
Mailing address
Site address 27250 Wilde Circle, Eagle River
Day phone
Legal description (Sub'd., Block & Lot) Overlook Estates Addition #3 Lot 14
Legal description (Township, Range & Section)
Lot Size 54,559 Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field
®Initial
®
Single Family (SF) 19
(w/wo ADU)
Septic Tank
❑X
Upgrade ❑
Duplex (D) ❑
Holding Tank
❑
Renewal ❑
Multiple Dwellings ❑
Privy
❑
(SF and/or D)
Private WellX❑
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: 9996
Date of Payment:
Receipt Number:
Permit No.
Permit App_'- : ..:c
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
Pannone Engineering S e ry i ce S LLC OSP231030, Curtis Townsend, 03114123
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail: steve@paneneak.com
9 March 2023
Subject: Overlook Estates Addition #3 Lot 14
Well & Septic System Permit Request
Design Narrative
This is a design narrative for a permit to install an initial well & septic system on the subject property. The proposed
system will serve a proposed three-bedroom (3br) house. Currently the lot is undeveloped. This lot and surrounding
lots are served by private wells. Currently there are no wells within 100 feet of the proposed conventional
wastewater system.
1. Soils. A test hole was performed on this lot by Pannone Engineering Services on 05/15/2020, and groundwater
was monitored for at least seven days. Ground water was not observed on 05/26/2020. Bedrock was not
encountered in the test hole. The system was designed outside if the existing test hole 30' radius, but the soils
on all the surrounding lots are consistent and groundwater monitoring is as well. Based on the results of the
percolation tests, overall soils appearance and the selection of the proposed drain field; an application rate of
1.2 gallons/day/square feet was used for a conventional wastewater system in the area of the existing test hole.
2. Soil Absorption System Design.
a. 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. The
proposed drain field upgrade will maintain at least 100 feet from all surface water.
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 745-8200.
Sincerely,
Steven R. Pannone, P.E. F.ASCE
Owner/Civil Engineer
Mailing: P.O.Box 1807, Palmer, AK 99645
Telephone: (907) 745-8200 FAX: (907) 745-8201
SPECIAL PROVISIONS TO SPECIFICATIONS
1. SCOPE AND SPECIFICATIONS:
1.1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MOA
COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON-SITE WASTEWATER DISPOSAL
SYSTEMS AND AND IN ACCORDANCE WITH AMC 15.65 AND 15.55.
1.2. CONTRACTED WORK WILL BE IN COMPLIANCE WITH MUNICIPALITY OF ANCHORAGE STANDARD
SPECIFICATIONS (MASS) DIVISION 10 & DIVISION 20 AS APPROPRIATE.
1.3. SCOPE OF WORK: INSTALL NEW MIN 10009 SEPTIC TANK, INSTALL WELL. GROUNDWATER WAS NOT
ENCOUNTERED TO A DEPTH OF 15 FEET BELOW EXISTING GRADE AS EVIDENCED BY THE SURROUNDING
SOIL TEST HOLES. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS
THAN 15 FEET BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY.
1.4. STRUCTURES DEPICTED ON THE SITE PLAN ARE BASED UPON ONE OF THE FOLLOWING: CONCEPTUAL
PLOT PLAN DEVELOPED BY OWNER; A PLOT PLAN DEVELOPED BY RLS; OR A SURVEY AS -BUILT.
2. CONSTRUCTION SPECIFICATIONS:
2.1. ALL EXCAVATION DEPTHS ARE ADVISORY. THEY ARE TO BE VERIFIED AND MAY BE MODIFIED BY THE
ENGINEER IF ACTUAL FIELD CONDITIONS VARY FROM THOSE USED TO PREPARE THE DESIGN
2.2. EXCAVATE THE DRAIN FIELD. BOTTOM OF EXCAVATION SHALL BE LEVEL AND SCARIFIED. RECORD
ELEVATIONS AT BEGINNING, MIDDLE AND END OF TRENCH BOTTOM. CONSTRUCTION EQUIPMENT SHALL
NOT OPERATE ON THE FLOOR OF THE EXCAVATION. ANY MATERIAL COMPACTED BY THE OPERATION OF
THE CONSTRUCTION EQUIPMENT SHALL BE REMOVED AND REPLACED WITH UNCOMPACTED MATERIAL.
2.3. PLACE THE SEWER ROCK TO THE SPECIFIED DEPTHS. DO NOT CONTAMINATE SEWER ROCK WITH NATIVE
MATERIAL OR SPOILS FROM EXCAVATION. LEVEL ROCK SURFACE TO f1" PRIOR TO INSTALLING THE
PERFORATED PIPE.
2.4. ALL PIPE SHALL BE PVC CONFORMING TO ASTM D3034 OR ENGINEER APPROVED EQUAL. MINIMUM SOIL
COVER SHALL BE 3 FEET OVER THE PIPE AND 4 FEET OVER THE SEPTIC TANK. ONE INCH OF
INSULATION MAY BE SUBSTITUTED FOR 1 FOOT OF SOIL COVER.
2.5. ALL INSULATION SHALL BE 2" THICK DOW HI -40 INSULBOARD OR ENGINEER APPROVED EQUAL. CENTER
INSULBOARD WIDTH OVER SEPTIC TANK OR LINES.
2.6. GEOTEXTILE SHALL BE MIRAP 140S OR ENGINEER APPROVED EQUAL. LAP ALL JOINTS 2 FEET MINIMUM.
2.7. COVER THE DISTRIBUTION PIPE WITH A MINIMUM OF 2" OF SEWER ROCK AND COVER WITH GEOTEXTILE
BEFORE PLACING INSULATION AND BACKFILL.
2.8. MATERIAL USED AS FILL SHALL BE CLEAN AND FREE OF ORGANICS, TRASH AND CONSTRUCTION DEBRIS.
2.9. SLOPE ALL FILL MATERIAL TO DRAIN AT 2% MINIMUM SLOPE AND 3:1 MAXIMUM SLOPE AND IN SUCH A
MANNER THAT PONDING AT OR NEAR THE DRAIN FIELD DOES NOT OCCUR. THE FILL SHALL BE LEFT AT
6" HIGHER THAN SHOWN TO ALLOW FOR SETTLEMENT. SEED SURFACE AFTER COMPLETING INSTALLATION
AS PER MOA CODE.
2.10. RECORD THE FINISH GROUND ELEVATION OVER THE BEGINNING, MIDDLE AND END OF SYSTEM.
2.11. MAINTAIN 5' SEPARATION BETWEEN PERCOLATION HOLE AND THE DRAIN FIELD TRENCH.
2.12. EXPOSE, PUMP AND FILL LOG DISPOSAL CRIB OR CONCRETE TANK WITH SOIL TO ABANDON IAW WITH
MOA CODE IF NEEDED.
3. CONTRACTOR RESPONSIBILITIES:
3.1. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE SITE CONDITIONS AND LOCATIONS OF ALL
LOT LINES, EASEMENTS, WELLS (E & P), SEPTIC SYSTEMS (E & P) AND SHALL MEET MINIMUM
SEPARATION DISTANCES OR AS NOTED.
3.2. THE CONTRACTOR (BOTH WELL AND SEPTIC SYSTEM CONTRACTORS) SHALL HAVE ANY WELL LOCATION
AND SEPTIC LOCATION STAKED AND ANY LOT LINE AND WELL RADIUS SHOWN ON THE PLAN WITHIN 30
FEET OF THE PROPOSED SYSTEM STAKED BY A REGISTERED LAND SURVEYOR BEFORE STARTING THE
WORK.
3.3. THE CONTRACTOR IS RESPONSIBLE FOR ALL R.O.W. AND OTHER REQUIRED PERMITS, OTHER THAN THE
ATTACHED.
3.4. THE CONTRACTOR SHALL CALL FOR LOCATING OF ALL BURIED UTILITIES.
3.5. THE CONTRACTOR SHALL PROVIDE 24 HOUR NOTICE TO THE ENGINEER PRIOR TO START OF WORK.
ALL SURVEYING AND LOCATES SHALL BE IN PLACE PRIOR TO NOTIFYING THE ENGINEER.
3.6. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY BETWEEN THE APPROVED
DRAWINGS AND SITE CONDITIONS/LIMITATIONS POTENTIALLY CAUSING THE NEED TO MODIFY THE DESIGN.
3.7. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL SUBMIT RED -LINE AS -BUILT DRAWINGS
TO THE ENGINEER. THE RED -LINES SHALL INCLUDE PIPE LENGTHS, ORIGINAL GROUND ELEVATIONS,
PIPE ELEVATIONS, AND TANK ELEVATIONS.
3.8. THE CONTRACTOR SHALL PROVIDE PHOTOGRAPHS OF THE SYSTEM INSTALLATION TO INCLUDE BOTTOM
OF EXCAVATION, TOP OF PIPE WITH CLEAN -OUTS AND MONITOR TUBES INSTALLED, INSTALLED TANK AND
FINAL GRADING.
4. THE CONTRACTOR SHALL SIGN THE FOLLOWING: I CERTIFY THAT ALL WORK WILL BE PERFORMED IN
ACCORDANCE WITH THE APPROVED PERMIT, AND ANY AND ALL CHANGE ORDERS, AND THAT THE AS -BUILT
REDLINES ARE TRUE AND ACCURATE REPRESENTATION OF THE PROJECT AS CONSTRUCTED.
CONTRACTOR: BY:
TITLE: DATE:
NOTES: PAMONE ENG SVC, LLC
FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510
PHONE (907) 272-8218 FAX (907) 272-8211
DRAWN BY:
DRM HULTQUIST HOMES
OVERLOOK ESTATES #3, LOT 14
27250 WILDE CIRCLE
PLAN EAGLE RIVER, AK
Municipality of Anchorage
n o nim+o. +PY
REVIEWED FOR CODE COM LIANCE
OSP231030, Curtis Townse 03114123
Date
03/8/2023
Scale
1"-50'
P.I.D. NO
067-231-27
PERMIT NO.
OSPXXXXXX
Sheet
2 OF 2
Municipality of Anchorage
ter
DESIGN PARAMETERS \ 3 oR E COM LIANCE
PRIMARY/RESERVE SEPTIC SYSTEM
\ OSP231030, Townse 03114123
NO. BEDROOM: 3(450 gpd)
TANK SIZE: 100g MIN
\\ \ ��
PERC RATE: <1 MPI
SOIL RATING: 1.2 GPD/SF
/ \
P \LOT
VACANT
\ \ �.NO
AREA ROD: 375 SF
WELLS OR SEPTICS
SYS. TYPE: WIDE TRENCH 4.0'
RF: 0.50
ED
TH-1 6A w
w\
–MIN LENGTH: 37.5 LF
\
USE:
LOT VACANT
40LF x 5.0'W x 4.0'E.D. x
TOTAL AREA: 400 SF
8.0' TDA w NO WELLS OR SEPTICS
\ �\
.w /
�\
_w
' 3
WILDE CIRCLE
104 \ 3
I
I
\ WELL P
£ TH-15
2_1
\ /
15' TEG EASEMENT
LOT 0_ � DRIVEWAY _ —/`
\
,
3
100
��—
54,597 SF 115.0
T/C
TH-14
96\ HOUSE /
� (P)
\�a �
\ DECK
1 �
24.5 w
\
92 6.6
TH– P MIN 1000g SEPTIC TANK (P)
INSTALL FOUNDATION CLEAN OUT,
z=
AND DOUBLE CLEAN OUT
\ / \
�Q
15.4
/ LOT VACANT
GREENBELT VACANT
NO WELLS OR SEPTICS
NO WELLS
OR SEPTICS
ABBREVIATIONS
118.8
PRIMARY/RESERVE DRAIN FIELD (P)
40LF x 5.0'W x 4.0'ED x 8.0'TD
TH TEST HOLE
WITH CLEAN OUT AT EACH END
�(P) PROPOSED
INSTALL MONITOR TUBE AT EACH END
(E) EXISTING
MIN 8.0' SEPARATION BETWEEN TRENCHES
CO CLEAN OUT NO.
.
\
MT MONITOR TUBE NO.
\ \
TYP TYPICAL
EAGLE RIVER
NOTES:
PAMONE ENG SVC LLC
Date
FOR CONSTRUCTION
'
P.O. BOX 100217 ANCHORAGE, AK 99510
03/8/2023
PHONE (907) 272-8218 FAX (907) 272-8211
Scale
DRAWN BY:
]� •.1
DRM
P.I.D. NO
HULTQUIST HOMES
067-231-27
OVERLOOK ESTATES #3, LOT 14
_
even �' �
PERMIT NO.
27250 WILDE CIRCLE
1�1 �
OSPXXXXXX
PLAN
EAGLE RIVER, AK
Sheet
1 OF 2
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
TEST HOLE 14
OR ORGANICS
GM SILTY GRAVEL
GP/SP
OR
GP/SP
BOH
DATE PERFORMED: 15MAY2020
SOILS LOG — PERCOLATION TEST
SLOPE
WAS GROUND WATER
ENCOUNTERED? NO
IF YES, AT WHAT
DEPTH? N/A
DEPTH TO WATER AFTER
MONITORING? n/a
DATE: 5/26/2020
Municipality of Anchorage
n o nim+o. ter
REVIEWED FOR CODE COMF LIANCE
0SR231030", Q..7 rK 03114123
SEE SITE PLAN
SLOPE
SEE SITE PLAN
SOIL TEST RESULTS/ANALYSIS
• PERCOLATION RATE 0.1 (min/inch)
(Hydrologic Soils Group: HSG A)
• PERC HOLE DIAMETER 6"
• TEST RUN BETWEEN 3.OFTAND4.OFT.
• TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
COMMENTS: Test hole excavated by White Raven
PERFORMED BY: Pannone Engineering Services LLC. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH
ALLSTATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES: PANNONE ENG SVC, LLC
SOILS LOG P.O. BOX 100217 ANCHORAGE, AK 99510
PHONE (907) 272-8218 FAX (907) 272-8211
HULTQUIST HOMES
OVERLOOK ESTATES #3, LOT 14
27250 WILDE CIRCLE
PLAN EAGLE RIVER, AK
Date
)3/13/2023
Scale
1"-50'
P.I.D. NO
067-231-27
PERMIT NO.
OSPXXXXXX
Sheet
WATER
READING
DATE CLOCK TIME
NET DROP
NET TIME
MPI
RLEVEL
1
5/15/20 956
3.00
---
---
2
956.33
9.00
6.00"
0.33 MIN
0.1
3
957
3.00
---
---
4
957.5
9.00
6.00"
0.5 MIN
0.1
5
958
3.00
---
---
6
958.58
9.00
6.00"
0.58 MIN
0.1
SOIL TEST RESULTS/ANALYSIS
• PERCOLATION RATE 0.1 (min/inch)
(Hydrologic Soils Group: HSG A)
• PERC HOLE DIAMETER 6"
• TEST RUN BETWEEN 3.OFTAND4.OFT.
• TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
COMMENTS: Test hole excavated by White Raven
PERFORMED BY: Pannone Engineering Services LLC. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH
ALLSTATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES: PANNONE ENG SVC, LLC
SOILS LOG P.O. BOX 100217 ANCHORAGE, AK 99510
PHONE (907) 272-8218 FAX (907) 272-8211
HULTQUIST HOMES
OVERLOOK ESTATES #3, LOT 14
27250 WILDE CIRCLE
PLAN EAGLE RIVER, AK
Date
)3/13/2023
Scale
1"-50'
P.I.D. NO
067-231-27
PERMIT NO.
OSPXXXXXX
Sheet
Lot 14
Overlook Estates
Addition 3
Asbuilt
124 E 7th Avenue
Anchorage, Alaska 99501
(907) 306-8104
mail@S4AK.com
AKCAN 173042
Land Surveying
Land Development Consultants
Subdivision Specialists
Construction Surveying
S4
Group
8/25/2023
MUNICIPALITY OF ANCHORAGE
Development Services Department - Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
Certificate of On -Site Systems Approval
Parcel I.D. 067-231-27
Legal description OVERLOOK ESTATES #3 LT 14
Site address 27250 WILDE CIR Eagle River AK
Current property owner(s) HULTQUIST HOMES INC
Expiration Date: ?� 2- 3
X The On-site system(s) is/are approved for 3 bedrooms
Conditional approval for bedrooms, with the following stipulations:
Comments or advisories:
By: L
r --Or- D ffs
Original Certificate Date: 9/8/2023
This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject
system(s) is/are in substantial compliance with municipal code. The Municipality of
Anchorage, Development Services 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 work.
ATTACHMENTS:
COSA Checklist X Well Flow Advisory
Absorption Field Advisory Nitrate Advisory
Tank Age Advisory Arsenic Advisory
Other
COSA Approval—June 2022
MUNICIPALITY OF ANCHORAGE
� 1
it � a -
Development Services Department^�� Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
Certificate of On -Site Systems Approval Application`
1. GENERAL INFORMATION
Parcel I.D. 067-231-27
Complete legal description Overlook Estates #3 Lot 14
Location (site address) 27250 Wilde Circle
Current property owner(s) tJl1XrQv1 5-7-
2.
-7-
2. ON-SITE SYSTEMS SIZED FOR 3 BEDROOMS
Day phone
3. TYPE OF WATER SUPPLY: ❑N Private Well ❑ Private Well serving 2 dwelling units
❑ Private Well serving 3+ dwelling units ❑ Community Well or Public
❑ Water Storage
4. TYPE OF WASTEWATER DISPOSAL: 9 Private Septic ❑ Private Septic serving 2 dwelling units
❑ Holding Tank ❑ Community Septic or Public Sewer
5. SEPTIC TANK: ❑ Steel X Plastic ❑ Concrete ❑ Fiberglass
Age <1 - See advisory if steel older than 20 years
6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed ❑ Deep Trench X Wide Trench ❑ Seepage Pit
Waiver request for:
Expedited review requested: ❑■
Distance:
By applying for this entitlement, this property is subject to inspection by municipal On-site staff
to verify the accuracy of the information provided.
COSA Fee $ 2 0 Waiver Fee $
Date of Payment
COSA #OSC' 2 3 Iy2
Date of Payment
Waiver #
COSA Application—June 2022
Legal Description: Overlook #3 Lot 14
Parcel ID: 067-231-27
If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system 1
A. WELL DATA
❑ Well log is filed with Onsite (or attached)
Date drilled 08109/2023 Total depth 60 ft
Cased to 60 ft
❑ Sanitary seal is functioning correctly
❑ Wires are properly protected
Casing height (above ground) 24 • in.
Date of flow test for COSA 08/09/2023
Static water level at beginning of test 40 ft
Comments New
B. TANK DATA
Measured operating fluid level in septic tank New
Date of pumping New
❑ Required maintenance completed, if AWWTS
Comments: New System
D. ABSORPTION FIELD DATA
Which system tested (date installed) 08/07/2023
❑ ALL standpipes present per record drawing
Total measured depth from grade 8.0 ft (max)
Measured depth to pipe invert from grade 4.0 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) No
If yes, enter date
Comments/Deficiencies:
COSA Checklist June 2022
Well production at time of test 25 gpm
Water storage tank volume n/a gallons
Well disinfected for coliform test? ❑ Yes ❑ No
❑ Coliform bacteria is Negative
Nitrate mg/L ❑ Nitrate less than MRL (ND)
Arsenic 1.4 ug/L ❑ Arsenic less than MRL (ND)
Collected by Wheaton Water Wells
Date 08/15/2023
C. LIFT STATION
❑ Required maintenance completed
Age of lift station years
Lift station material
Comments:
Adequacy test date New
Results ❑ Pass
Fluid depth prior to test in
Water added gal
New fluid depth in
Elapsed time min
Final fluid depth in
Absorption rate Lf6l gpd
FIELD STATUS — POST RECOVERY
Effective depth (per record drawings) 48 in
Effective depth used 0 in
Effective depth remaining 48 in
E. SEPARATION DISTANCES
From Private Well on Lot to: (Please enter distances if less than required or if community well on lot)
Septic Tank/Lift Station on Lot > 100' Community Sewer Manhole/Cleanout > 100'
Q Yes if No ft E Yes if No ft
Neighboring Tank > 100' n Yes if No ft Private Sewer/Septic Line > 25' ❑ Yes if No ft
Absorption Field on Lot > 100' [m� Yes if No ft Holding Tank > 100' ❑ Yes if No ft
Neighboring Absorption Fields > 100' Animal Containment > 50' ❑ Yes if No ft
n Yes if No ft
Manure/Animal Excreta Storage > 100'
Community Sewer Main > 75' 0 Yes if No ft ❑ Yes if No ft
❑ N/A — Served by Community Well (not on lot) or Public Water
From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required
Building Foundations > 10'
0 Yes
if No
ft
Surface Water > 100'
❑ Yes if No ft
Tank to Property Line > 5'
® Yes
if No
ft
Wells on Adjacent Lots:
Field to Property Line > 10'
Q Yes
if No
ft
Private Wells > 100'
0 Yes if No ft
Water Main > 10'
n Yes
if No
ft
Community Wells > 200'
E Yes if No ft
Water Service Line > 10'
R Yes
if No
ft
If tank or field is under driveway comment below
F. ENGINEER'S COMMENTS
G. CERTIFICATION & STATEMENT OF INSPECTION BY ENGINEER
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 year, and the water usage of the family being 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 of the system, nor do they guarantee that there are no hidden defects or encroachments. Therefore, we
cannot provide any warranty for future performance, nor can we estimate remaining life of the system. The content of this
report is for the sole benefit of the owner listed above.
Name of Firm Pannone Engineering Services
Engineer's Printed Name Steven R Pannone P.E., F. ASCE
COSA Checklist June 2022
Phone 907-745-8200
Date Z--35CQ&
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