HomeMy WebLinkAboutROSEBERRY HIGHLANDS LT 5Onsite File
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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: OSP211419
Work Type: WellSeptic Initial
Tax Code Number: 05031563000
Site Legal Address: ROSEBERRY HIGHLANDS LT 5 G:0155
Site Mailing Address: 19555 MOUNT MAGNIFICENT CIR, Eagle River
Owner: HULTQUIST HOMES
Design Engineer: FORGE ENGINEERING
This permit is for the construction of:
Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy
Effective Date:
Expiration Date
nlcnr
G �� S f'
Department
10/13/2021
10/13/2022
Lot Size in Sq Ft: 86933
Total Bedrooms: A
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
CC* 1ncreo,sA Ae- f,,,6,r oS bJf00m5 -to 5 �zz.
h C-6tvlc e J to U1 h'l l Z e 4/a")tex . �DNk'-j
' Veronica Pope
FORGE 2021.10.13
Received By:�` 13:19:38 -08'00'
Issued By: _ �(/
Date:
Date: Z
A U77 OEC' HC HOPI' GFF
Community Development Department F 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. 050-315-63
Property owner(s) Hultquist Homes Inc Day phone 907-310-2501
Mailing address 12570 Old Seward Hwy Ste 204, Anchorage, AK 99503
Site address 19555 Mount Magnificent Cir
Legal description (Sub'd., Block & Lot) Rosberry Highlands Sub, L5
Legal description (Township, Range & Section)
Lot Size 86,933 Sq. Ft. Number of Bedroom q
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(E all that apply)
Absorption Field
❑x
Initial R
Single Family (SF)
❑x
ADU)
Septic Tank
x❑
Upgrade El(w/wo
(D)
❑
Holding Tank
ElRenewal
ElDuplex
Multiple Dwellings
❑
Privy
❑
(SF and/or D)
Private Well
x❑
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.
v
(Signature of property owner or authorized agent)
Permit/Rush Fees: OgZD
Date of Payment:
Receipt Number: 00?37D
Permit No. 05e2-1 N 1 2�
Permit App__- ::'-.,:c
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
September 22, 2021
UTE
E E R I N G
MOA Development Services, On -Site Water &
4700 Elmore Rd
Anchorage, AK 99507
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCI
OSP211419, Deb Kbokenfuss, 10V13�
PO BOX 240773
ANCHORAGE, AK 99524
522-7773
677-7766 (FAX)
FORGECIVIL.COM
low
C,TH'
Wastewater Program
Awl
... ..........
• Benja In Schiller
CE 12592
is�F • , 9/22/21 • . '�jt
Subject: Roseberry Highland L5 —19555 Mount Magnificent Cir PRpFESStfl�t`�
Septic system design �.
Dear On -Site Services Engineer:
The owner of the above lot intends to build a bedroom home on the property, so we are
submitting this permit application for the construction of a new well and septic system. The
attached site plan identifies the location of the home as well as the proposed well, septic location
and alternate site. No conflicts exist between this proposed system and any other well or septic
system, whether on this lot or adjacent lots.
The ground surface on the lot slopes toward the west. There are no slopes greater than 25% within
50 feet downslope of either the primary or alternate site. Stonnwater drainage will not impact this
septic system. The new trenches will be constructed parallel to the slope as much as possible.
Wells on this and adjacent lots are shown. The new system will be a minimum of 100' from all
wells and surface water, and more than 5' away from the septic tank. The alternate site is located
more than 6' away.
Please refer to the attached test hole logs, soils lab analysis, plan and profile pages for the septic
design. If this design is followed, there will be no adverse impacts to adjacent properties.
Sincerely,
Benjamin Schiller
1240 145 12�
1
1)
i
l
LOT 4
II %/
EXTENT OF MOUND
ROSEBERRY HIGHLANDS, LOT 5
CD2
255 2604265 1 70 ��1275 /4280 1;285 1901295 0 �r1305
0
g ' 1 1310
PRO OSEP WELL ` �!
LOT (5
\ 4-BDRM HOME 1
1 I
TIi#2 Eti iI >i'j Q' I ;�
�}' a 2C0
1500 -GAL A'rDVANTEX
i I
TANK W/ AX -20 POD!`TRACT 8
I
\ \ l SUBDIVISION TEST/ HOLE 10/ 4/11
i
1 L H#1 25' LONG x 5' WIDE x0.5' EFFECTIVE DEPTH
\ ALTERNATE SITE:
TH#3 \
LOT 6\ I ��
Ar:'qg TH
..............
Benja i Schiller
�'FG •. CE 2592
.21. 212x•
80
,ss `
OTE:
�\I. \ {
NO SLOPES >25% WITHIN 50' OR SURFACE WATER WITHIN 100' OF THE LEGEND
PROPOSED SEPTIC SYSTEM CO -CLEANOUT
+I� ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS 2C0 -DOUBLE CLEANOUT
PROPERTY ARE SHOWN. NO CONFLICTS WITH WELLS OR SEPTIC FCO -FOUNDATION CLEANOUT
SYSTEMS. FS - FLOW SPLITTER VALVE
0 50 100 MH - MANHOLE
FEET MT - MONITORING TUBE
SV - SEPTIC VENT
1"=50' TH -TEST HOLE
ROSEBERRY HIGHLANDS SUB, LOT 5 Co -#---L
DESIGN FACTORS: SYSTEM REQUIREMENTS:
600 GPD PEAK FLOW 5' WIDE TRENCH
PERK RATE: <1 MIN/IN 1500 -GAL ADVANTEX TANK W/ AX -20 POD
APPLICATION RATE: 6 GPD/SF
600 GPD / 6 GPD/SF /5' WIDE " 1.00 RED FACTOR [0.5 EFF.] = 20 LF TRENCH REQUIRED (20 LF SPECIFIED)
BOTTOM OF TRENCH: 2.0' BELOW GRADE
FLOW LINE ELEVATION: 1.5' BELOW GRADE
TOP OF TRENCH: 1.0' ABOVE GRADE
2" FOAM INSULATION
4" PERFORATED PVC
(HOLES DOWN)
DRAINFIELD ROCK
MOA APPROVED SAND
GE
wj� N G I N E E R I N Gl
TYPICAL TRENCH SECTION
(NO SCALE) /'��,�P'• •' . ,��'+
NOTES:
1. GRADE AREA OVER TRENCH TO DRAIN AWAY�,,�-,
2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2' �� • Benja•'n Schiller • • .%
WITH 2" OF INSULATION li� �F'• CE 12592SV 2D. 2022
3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER t�liF�FpPROFESSIONP`;=r
THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY ��.__
LEGAL DESCRIPTION:
PERFORMED FOR:
DATE:
PARCEL ID#:
SOILS LOG AND PERCOLATION TEST
TECHNICIAN:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
DEPTH
(feet)
PROJECT No.:
TEST HOLE 1
SLOPE
SLOPE
SITE PLAN
DATE READING GROSS TIME
(minutes)
NET TIME
(minutes)
DEPTH to
WATER NET DROP
PERC. HOLE DIA. (INCHES)PERCOLATION RATE: (MIN/INCH)
TEST RUN BETWEEN: FT. and FT.
COMMENTS:
(inches)(inches)
J.Millette
DATE OF MONITORING:
WAS GROUND WATER ENCOUNTERED?
DEPTH TO WATER AFTER MONITORING:
IF YES @ WHAT DEPTH?n/a
<1 6
3 4
---
1
2
3
4
5
6
GP (POORLY GRADED GRAVEL)
Professional Engineers Stamp:
no
dry
9/23/21
Roseberry Highlands Lot 5
9/10/2021
050-315-63
Hultquist Homes
9:151
2
3
4
5
6
0 - 60 16
9:17
9:19
9:21
9:23
9:25
OB
< 1
Benjamin Schiller
CE 12592R
EGISTEREDPROFE S S I O N ALENGINEERMay 5, 2021
60 16
< 1
< 1
< 1
< 1
< 1
0 - 60 16 60 16
0 - 60 16 60 16
0 - 60 16 60 16
0 - 60 16 60 16
0 - 60 16 60 16
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211419, Deb Wockenfuss, 10/13/21
LEGAL DESCRIPTION:
PERFORMED FOR:
DATE:
PARCEL ID#:
SOILS LOG AND PERCOLATION TEST
TECHNICIAN:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
DEPTH
(feet)
PROJECT No.:
TEST HOLE 2
SLOPE
SLOPE
SITE PLAN
DATE READING GROSS TIME
(minutes)
NET TIME
(minutes)
DEPTH to
WATER NET DROP
PERC. HOLE DIA. (INCHES)PERCOLATION RATE: (MIN/INCH)
TEST RUN BETWEEN: FT. and FT.
COMMENTS:
(inches)(inches)
J.Millette
DATE OF MONITORING:
WAS GROUND WATER ENCOUNTERED?
DEPTH TO WATER AFTER MONITORING:
IF YES @ WHAT DEPTH?n/a
<1 6
3 4
9/13
1
2
3
4
5
6
GP (POORLY GRADED GRAVEL)
Professional Engineers Stamp:
no
dry
9/23/21
Roseberry Highlands Lot 5
9/10/2021
050-315-63
Hultquist Homes
9:001
2
3
4
5
6
0 - 60 16
9:02
9:04
9:06
9:08
9:10
OB
< 1
Benjamin Schiller
CE 12592R
EGISTEREDPROFE S S I O N ALENGINEERMay 5, 2021
60 16
< 1
< 1
< 1
< 1
< 1
BED
ROCK
0 - 60 16 60 16
0 - 60 16 60 16
0 - 60 16 60 16
0 - 60 16 60 16
0 - 60 16 60 16
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP211419, Deb Wockenfuss, 10/13/21
SEILS LOG - PERCOLATI❑N TEST
01ri'kAm-
E[�Y-1:'NEERING
Performed For; Rick Besse
Date Performed: 10/24/11
Legal Description: Roseberry Highlands New Lot
DEPTH
(FEET)
Organic
SM
Silty Sand
W/ Low Silt
W/ Gravel
Refusal
See Location
Drawing
Slope < 25%
Groundwater? No
Depth none
Water Depth
Af ter Monitorinq, None
Date; 10/31/11
#
Date
Gross Time
8 -
Depth
V
3 -
10/24
0
4 _
3'
--
5 -
10/24
10
10 mir.
8`
6 -
3
10/24
7 -
--
3`
8 -
4
10/24
9 -
10 mir.
8"
10 -
-
5
10/24
11
12 -
--
3"
13 -
6
10/24
14 -
10 Mir,
8"
15 -
7
1 10/24
16 -
--
3"
17 -
8
10/24
18 -
10 mi
19 -
9
10/24
20 -
--
3'
Organic
SM
Silty Sand
W/ Low Silt
W/ Gravel
Refusal
See Location
Drawing
Slope < 25%
Groundwater? No
Depth none
Water Depth
Af ter Monitorinq, None
Date; 10/31/11
#
Date
Gross Time
Net Time
Depth
Net Drop
1
10/24
0
--
3'
--
2
10/24
10
10 mir.
8`
Y
3
10/24
12
--
3`
--
4
10/24
22
10 mir.
8"
5"
5
10/24
25
--
3"
--
6
10/24
35
10 Mir,
8"
5'
7
1 10/24
37
--
3"
--
8
10/24
47
10 mi
5'
9
10/24
50
--
3'
--
10
10/24
60
10 mi
5"
21 - Percolation Rate 2 min./inch Perc Hole Diameter 6"
Test Run Between 3' and 4'
Comments, Presoaked
Performed By NorthRiri Eng, I CERTIFY THAT THIS TEST WAS
Performed in Accordance with All State/Municipal Guidelines in Effect
ON THIS DATE DATE: 10/31/11
'��� °Fi
NOR THRIAM
TESTH❑LE LOG
ENGINEERING *.. ...�....*
GELITECHNICAL
TH 1
Roseberry Highlands
PO Box 770724 dirt
Fogle Ribs, Afaska 99577-
New L o t
i0/31/11rw
307.694. 7028 ��� �
New Lot CSS
VE -111. irlivA -r- AIvv KErAtx AUKS-LIvtLiv1
THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and
entered into as of this 11'4"" Day of CSL+V U�
of ?0 22. by and between
/lC` G• 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
11
Owner to utilize and operate an Advanced Wastewater Treatment System (AWW'I'S),
described as Advantex System
located at (legal description)
Roseberry Highlands Lot 5
2. Maintenance, .Repairs and Altet•ations.
(Owner is required to read, understand and initial each section)
ra Throughout the tern of this Agreement, the Owner shall enter into a service agreement
with an AWWTS service and maintenance provider approved by the Municipality or the
manufacturers representative. The AWWTS shall be maintained in a satisfactory
condition capable of performing as designed and producing treated septic effluent in
accordance with the equipments approval for operation in the Municipality.
61)V— 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 5600).
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.
Gf� Owner acknowledges that regular- maintenance of an AW'WTS 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
6 Owner acknowledges that the fine for failing to maintain and repair an AV7_V%TS 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.
zq � Owner agrees that any sale or transfer of title of the property will not occur without a new
Certificate of On -Site Systems Approval,
Coj Owner agrees that the AWWTS installation and maintenance requirements as provided
by the AWVITS vendor/installer and approved by the Municipality are the governing
guidelines for the construction; maintenance and repair of the Owner's AWttvTS.
64Dd 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. 'tions}xaiver. 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 Wray 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 attempt 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.
?.SeverabiIity. Any provisions of this Agreement deczeed invalid by a court of competent
jurisdiction shall not invalidate the remaining provisions of. the Agreement.
(rev. 05,/18/2018) Page 2 of 3
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�nxbuauu�� La��. 1"T
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(print Warne)
STATE OF ALASKA )
ss.
THIRD IUDICIAL DISTRICT )
The foregoing instrument was acknowledged before me this <<nay of �(r�tU�i2v-
202Z , by �J 1 A63i
NATE OF . AS`XA �
{ e.r
NOTARY PUBLI F R ALASKM NOTARY PUBLIC
-':
My Conunission expires: 5 2Z ZQZ - Ashlee LaVigne
MUNICIPALITY:
BY W LLZ (signature)
(print name)
(rev. 05;18/2018)
Date: Zo A L ZZ
Title:
Page 3 of 3