HomeMy WebLinkAboutSUN VALLEY NORTH BLK 4 LT 8Onsite File
Sun Valley North
Block 4
Lot 8
#050-662-08
Pump Installation Log
Arctic Pump & Well Inc .
Jim Sullivan
PO Box 770197
Eagle River, AK 99577
(907) 688 -2510
(907) 243 -2282
jim@arcticpump.com
osp221217
05066208000
7/1/2022
Sun Valley North B4 L8
8
4
Dean Construction
22222 Elkhorn cir
Eagle River AK 99577
10/20/2023
113 Feet
Franklin
10FRD05P4-2W230
153 PSI
13 Feet
ss
Well Drilling Permit Number:
Parcel Identification Number:
Date Of Issue:
Legal Description
Lot:
Block:
Property Owner Name Address:
Pump Installaion Date:
Pump Intake Depth Below Top of Well Casing:
Pump Manufacturer's Name
Pump Model:
Pump Size:
Pitless Adapter Burial Depth:
Pitless Adapter Manufacturer's Name
Pitless Adapter Installer:
Well Disinfected Upon Completion?
Method of Disinfection:
u/k
Yes
Chlorine
Comments:
Pump Installer Name:
Arctic Pump & Well, Inc.
5Y
Friday, December 20, 2024
MUN ICIPALITY OF ANCHORAGE
On-Site Water & Wastewater program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 995'19-6650 Phone: (907) 343-7904 Fax (907) 349-7eg7
http ://www. muni.org/onsite
Effective Date:
Expiration Date:
Lot Size in Sq Ft:
TotalBedrooms:
partnretrr
On€ite Water & Wastewater System permit
Permit Number: OSP22121T
Work Type: WellSeptic Initial
Tax Code Number: 05066208000
Site Legal Address: SUN VALLEYNORTH BLK 4 LT B G:0758
Site Mailing Address:
Owner: SHERWOOD K|RK W & ELTZABETH
Design Engineer: EKLUTNA ENGINEERtNGt LLC*
This permit is for the construction of:
EI Disposat Field M Septic Tank E Hotding Tank E erivy
Received By:
M Private Well E Water Storaoe
All construction shall be in accordance with:
1, The attached approved design.
2. All requirem the state of AlaskaWastewater
3. The wastew 80)
Services De tifY;the DeveloPment
4. From October 15 to April 15, a subsurface soilabsor ririg freezing weathershall be either:
a. Opened and Closed on the same day, orb. Covered, sealed, and heated to prevent freezing
71112022
711t2023
155604
4
Issued By:
MUNICIPALITY OF ANCHORAGE
Development Services Department p p l Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
ON-SITE SEPTICM/ELL PERMIT APPLICATION
Parcel I.D. 05066208000
Property owner(s) Dean Construction & Development Day phone
Mailing address 22222 ELKHORN CIRCLE Eagle River, AK 99577
Site address fir` Hiland Rd Eagle River AK
Legal description (Sub'd., Block & Lot) SUN VALLEY NORTH BLK 4 LT 8
Legal description (Township, Range & Section)
Lot Size 155,604 Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR: APPLICATION IS AN:
TYPE OF DWELLING:
(N all that apply)
Absorption Field 0 Initial 0
Single Family (SF) 0
Septic Tank El Upgrade El(w/wo
ADU)
Holding Tank El Renewal❑
(D) E]Renewal
Privy ❑
Multiple Dwellings ❑
(SF and/or D)
Private Well 0
Water Storage ❑
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Mun"cippl Codes.
(Signature of property owner or authorized e(gent)
Permit/Rush Fees: it 8*90
Date of Payment: —)a b 09 D
Receipt Number: IS 5tb
Permit No. O SPa0,l :111
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client FormsTermit Application.doc
Eklutna Engineering, LLC
curtistownsend @gma i l.com
July t,2022
Subject: Sun Valley North Block 4 Lot 8
New Septic System Permit Request
osP22t2L7
I am writing to request a septic system installation permit for the above referenced property. The
proposed system will serve a future 4-bedroom single-family residence. Soil logs, design calculations,
site plan and design drawings are enclosed for your review.
L. Soils. In May 2022 a test hole was dug to a depth of t2'.In June no groundwater presented itself
in the test hole. The adjusted seasonalgroundwater elevation for the month of June would be
11'. The percolation rate was < 1 mpi.
2. Soil Absorption System Design. See Sheet 2 of the design package.
3. Wells. A new private water well will be drilled on this lot. Neighboring properties are served by
private water wells. All neighboring water wells are > 100' from the subject property septic
system.
4. Neighboring Wastewater systems. lmmediate neighboring septic systems are all +10' distant
from the property lines.
5. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain
field.
5. Topography: The property in the immediate area of the new trench has a slope of 32%.
' The criteria of 15.65.210 B.1.d can't be met, as the field draining the house is less than 50' up-gradient
from the 32% slope. The 'steep slope' provisions of this code will apply. Construction of the septic
system will meet all the conditions of L5.65.210 B.4.a i, ii, iv.
15.65.210 B.4.a iii will apply to this case and all existing vegetation on the 32% slope will remain intact.
The slopes will not be disturbed.
15.65.210 B.4.a.v The disposal field is greater than 100' up-gradient from any 46% slope. As shown on
sheet 4 of the design package, a line of 46% slope starting at 2.5' above the invert of the perforated pipe
does not daylight the existing ground for at least 35'.
The proposed installation will not affect the future development of this or the surrounding lots.
Sincerely,
Curtis L. Townsend, P.E.
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP221217, Deb Wockenfuss, 07/01/22
bro
V./\ SEPTIc AREA
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\1 WATER WILL lS > 100'
1 FROM PROPERTY LINE
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DRILL WATER WELL > 1OO'
FROM SEPTIC AREA ON LOT
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Septic Design Prepored for
Dean Construction & Development
Itll1t# Hiland Road Eagle River, Alaska gg|77
SUN VALLEY NORTH BLOCK 4 LOT 8
osP221217
TKLUTNA [NG/N[IR/NG, LLC
19162 MOUNTAIN ROAD
CHUGIAK, ALASKA 99567(s07) 406- 1 OsB
DATE: 711t2022
DRAWN: CLT
SCALE: 1" = 100'
PID: 050€62-08 SHEET 1OF 4
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP221217, Deb Wockenfuss, 07/01/22
SCOPE OF WORK1. THIS LOT WILL BT DTVILOPI
SEPTIC AND THEN SOLD. TF
LANDOWNER WOULD THEN C 2. PLACE NEW 1,500 GALLON
TANK WITH ORENCO AX2O I
POD AND TIE INTO ABSORP
PROVIDE LIFT STATION VAUL
DISTRIBUTION PIPING ORIFIC
@ x 2' SPACING.3. ALL CONSTRUCTION TO BT I
ALL RIQUIRTMENTS SPECIFIE
MUNICIPAL CODE CHAPTERS 4. FUTURE HOME FOUNDATION
CONSTRUCTED A MINIMUM O
FAP TANK.
IPROPOSED
WELL
DESIGN PARAMETERS
BEDROOM: 4 (600 cPD)
SOIL PERCOLATION RATE: < 1
PROPOSTD CATEGORY III APPLI
AREA RIQUIRED: 100 SF
/ svsrrv TYPE: SHALLow rREN,
I/ 20' x 5' x 6'EFFECTIVE DEPTH
' MAXIMUTu DEPTH oF SEWER Rc
PROVIDE 2' SAND LAYER BELO
-D WITH A WELL AND
E FUTURE
ONSTRUCT A HOUSE.
TWO-COMPARTMENT
.DVANTEX FILTER
tION SYSTE|'/.
T WITH 2"
E SIZING rO BE 1/8"
N ACCORDANCE WITH
D IN ANCHORAGE
15.55 AND 15.65.
IS TO BT
F 10, AWAY FROIV
mpl
CATION RATE:
]H
YIELDS 100 sf
ICK TO BE 6'.
W SEWER ROCK.
-DCO
FUTURE 4
BEDROOM
HOME
LIFT STATION
/-----,./\
N/T
\
\
I
I
I
RTSER
CONST
FROIV
IUCTED IVIN 6, AWAY
NEW' TRENCH
Septic Design Prepored for
Dean Construction & Development
#ttlt# Hiland Road Eagle River, Alaska 99577
SUN VALLEY NORTH BLOCK 4 LOT 8
osP221217
EKLUTNA ENG/N[[R/NG, LLC
19162 N/OUNTAIN ROAD
CHUGIAK, ALASKA 99567
(s07) 406- 1 058
DATE: 71112022
DRAWN: CLT
SCALE: 1" = 30'
PID: 050€62-08 SHEET 2 OF 4
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP221217, Deb Wockenfuss, 07/01/22
PROFILE VIEW A-A
1. EXISTING GROUND ALONG THIS PROFILE LINE IS APPROXIN/ATELY 32%.
SLOPE DOWN GRADIENT OF THE SEPTIC TRENCHES WILL NOT BE
DISTURBED. ALL EXISTING VEGETATION ON IT WILL BE LEFT IN PLACE
N/EET 15 65.210 8.4 o.iii2. SOILS IN THIS ARTA HAVE A PERCOLATION RATE OF < 1 IVPI.
3. AN IMAGINARY LINE DRAWN AT 46% SLOPE, 2.5' ABOVE INVERT OF
DISTRIBUTION PIPE DOES NOT INTERSECT SLOPE OF EXISTING GROUND
FOR AT LTAST J5,.+. THE TRENCH t'/IETS 15.65.210 B.4.o.v'
TO
FUTURE RTSERVE
TRENCH 6, AWAY ORGANICS
rn
46% SLOPE
EXISTING GROUND IS
APPROXIMATELY 32%
Septic Design Prepcred for
Dean Construction & Development
### Hiland Road Eagle River, Alaska 99577
SUN VALLEY NORTH BLOCK 4 LOT 8
osP221217
EKLUTNA ING/NIIRING, LLC
1 91 62 lvl0 U NTAIN ROAD
CHUGIAK, ALASKA 99567
(e07) 406 1 0sB
DATE: 612112022
DRAWN: CLT
SCALE: 1" = 10'
PID: 050-662-08 SHEET 4 OF 4
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP221217, Deb Wockenfuss, 07/01/22
SOILS LOG -PERCOLATON
l
I
I
TEST
1
2
3
4
5
6
f
8
J
10
1'r
12
ORGANICS
-----
nATtr ptrRtrnRN/rn. 5 /31 /tAt)
WAS GROUND WATER
ENCOUNTERED? NO
DEPTH TO WATER AFTER
MONITORING? NONE
^l.^/^^^^uAtL: o/ to/ zuzz
WATER READTNGS ARE TO THE NEAREST 1/16 INCH.
PERCOLATION RATE: < 1 MIN /INCH
PERC HOLE DIAMETER: 6"
TEST RUN BETWEEN 3 AND 4 FEET.
PERFORMED BY: CURTIS TOWNSEND, I, CURTIS TOWNSEND, CERTIFY THAT THIS TTST WAS PERFORMED IN ACCORDANCE
ALL STATE AND MUNICIPAL GUIDELINES lN EFFECT ON THIS DATE. DATE: 6/1/2022
FUTURE 4
BEDROOM
HOIV E
c)
l
z
on
U)a
Un
NO.DATE CLOCK TIME
NET
TIME
IVIN
WATER
LEVEL
READING
1 6 /O1 /2022 4:09 /14:14 5 b-uo
2 6 /O1 /2022 4:14/14 19 5 o-uo
3 6 /O1 /2022 4:20 /1 4 25 5 o -u o
/6 /O1 /2022 4:27 /1 4:32 5 c)-uo
Septic Design PrePcred for
Dean Construction & Development
### Hiland Road Eagle River, Alaska 99577
SUN VALLEY NORTH BLOCK 4 LOT 8
osP221217
TKLUTNA tNG/NttR/NG, LLC
19162 IVOUNTA]N ROAD
CHUGIAK, ALASKA 99567
(e07) 406- 1 OsB
DATE: 612112022
DRAWN: CLT
SCALE: 1" =40'
PID: 050-662-08 SHEET 3 OF 4
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP221217, Deb Wockenfuss, 07/01/22
MUNICIPALITY OF ANCHORAGE
ADVANCED WASTEWATER TREATMENT SYSTEM
MAINTENANCE AND REPAIR AGREEMENT
THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and
entered into as of this Day of J 4 k .e of 20 a qby and between
,.herein the "OWNER," and the Municipality of
Anchorage, herein the "MUNICIPALITY", in accordance with Anchorage Municipal Code
(AMC) 15.65.365. In consideration of the mutual covenants contained herein, the parties to this
Agreement agree as follows:
1. Advanced Wastewater Treatment Systems. The Municipality grants permission to the
Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS),
described as
located at (legal description)
r�4t VQ l !e 1 / A,a,r 74 15 2-a ,- ,n
2. Maintenance, Repairs and Alterations.
(Owner is required to read, understand and initial each .section)
Throughout the term of this Agreement, the Owner shall enter into a service agreement
with'an AWWTS service and maintenance provider approved by the Municipality or the
manufacturer's representative. The AWWTS shall be maintained in a satisfactory
condition capable of performing as designed and producing treated septic effluent in
accordance with the equipment's approval for operation in the Municipality.
It shall be the responsibility of the Owner during the term of this Agreement to pay for all
repair(s), maintenance, adjustment(s), replacement costs, and inspection costs. This
includes an annual maintenance fee (typically $400 to $600).
Owner agrees that only maintenance and repair personnel approved by the Municipality
or the manufacturer's representative will inspect and make any necessary maintenance,
repairs or permitted alterations to the system.
Owner acknowledges that regular maintenance of an AWWTS reduces the potential
failure of the system, which could include sewage backup and costly repairs or drainfield
replacement.
(rev. 05/18/2018) Page 1 of 3
7� Owner acknowledges that the Municipality may request records of maintenance and
repairs from the manufacturer's representative or maintenance provider.
Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be
assessed in accordance with AMC 14.60.030.
Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS. The Municipality will give at least 24-hour notice.
Owner agrees that any sale or transfer of title of the property will not occur without a new
Certificate of On -Site Systems Approval.
Owner agrees that the AWWTS installation and maintenance requirements as provided
by the AWWTS vendor/installer and approved by the Municipality are the governing
guidelines for the construction, maintenance and repair of the Owner's AWWTS.
Owner agrees to maintain remote monitoring of the AWWTS as required by the
AWWTS approval.
3. Term. The term of this Agreement shall begin on the date of approval by the
Municipality to operate the installed system, or upon transfer of title, and shall continue
while the AWWTS is operational or until title is transferred.
4. Nonwaiver. The failure of the Municipality at any time to enforce a.provision of this
Agreement shall in no way constitute a waiver of the provisions, nor in any way affect
the validity of the Agreement or any part hereof, or the right of the Municipality
thereafter to enforce every provision hereof.
5. Amendment. This Agreement shall only be amended by authorized representatives of
the Owner and Municipality. Any at to amend this agreement by either an
unauthorized representative or unauthorized means shall be void.
6. Jurisdiction: Choice of Law. Any civil action arising from this Agreement shall be
brought in the Superior Court for the Third Judicial District of the State of Alaska at
Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the
parties under this Agreement.
7. Severability. Any provisions of this Agreement decreed invalid by a court of competent
jurisdiction shall not invalidate the remaining provisions of the Agreement.
(rev. 05/18/2018) Page 2 of 3
OWNER: ),
By: (signature)
(print name)
STATE OF ALASKA )
) ss.
THIRD JUDICIAL DISTRICT )
Date: 6 --.7 ---7 -;:70
The foregoin instrument was acknowledged before me this day o ,
20QD-, by \ -ec,�
N\\\\PIG
Y IC FOR ALASKA •_N 'oc�
My Commission expires: ems. /� aya3 — OT
CP Lie
MUNICIPALITY:
BY / (signature)
(print name)
(rev. 05/18/2018)
Date: 6 Z Z 22
Title:
Page 3 of 3