HomeMy WebLinkAboutUNDERMOUNTAIN ESTATES LT 10Onsite File
Undermountain Estates
Lot 10
#050-481-12
CENTER 1/4 CORNER N89029'34"E 1,319.62' EAST 1/16 CORNER
(N09°56'16"E 1,3ZO.05')
UNDERMOUNTA/N ESTATES
NOTES
1. THE BEARINGS SHOWN ARE STATE PLANE. THE COORDINATE
SYSTEM IS ALASKA STATE PLANE, ZONE
2. THE HORIZONTAL DATUM IS THE NORTH AMERICAN DATUM OF
1983 (NAD83, USING THE GEOID 2011 MODEL).
SUBDI VISION THIS
ACCORDING TO TO ANCHORAGE MUNICIPAL CODE 21-07-020,
THIS PROPERTY IS SUBJECT TO A 25 foot (FROM THE CENTER OF
LOT 10
THE UN -NAMED STREAM) SETBACK.
n • it
4. THE EASEMENT SHOWN IS A RIGHT-DF-WAY UTILITY EASEMENT
�. (PLAT 85-353) GRANTED TO THE MATANUSKA ELECTRIC ASSOCIATION, INCORPORATED,
1- / rl I o° LOCATED WITHIN 15 feet OF THE CENTERLINE OF ELECTRIC (OR
s TELECOMMUNICATION) TRANSMISSION/DISTRIBUTION LINE OR SYSTEM
N (RECORDED AS BOOK 2847, PAGE 906, ANCHORAGE RECORDING
DISTRICT, ON OCTOBER 18, 1995).
I "s
s
9 ,
J
C7
LINE DATA TABLE
LINE
BEARING
LENGTH
L1
N32057'E
247.3'
L2
N30048'E
53.9'
L3
N12°35'E
59.6'
L4
N29014'E
18.9'
CURVE DATA TABLE
CURVE
RADIUS
LENGTH
ANGLE
C 1
(120.001)
(53.41 ')
(25 °30'00")
C 2
(1 Z0.00')
(109.191)
(52 °OD'00")
C3
(130.00')
(204.39)
(90005,00")
C4
(75.00')
(63.49)
(48°30'00")
C 5
(375.00')
(I Z5.06')
(19 006 20")
C6
(50.00')
(36.14)
(41 024'35")
C7
(50.001)
(99.32)
(113°48'46")
C8
120.04'
62.35'
29045'46"
( I ZO.00')
-
-
a
e
/\`°a-•-� �", v` C6' r Y GRAVEL D,QNEWAY
v r
/ n T v
yr a' F. y�'IiEC
E1
71
9 �o TWO srozv
/ I �'E'o t'•...:;• ��WOOD FRAtIf
/ `a' Z9 P i •w 4` ,> HOUSE `•u
/�� / OFRCq' \ \ e. ,rsF \ •x y , Py be
le
qA
176.0
0) / 15' UTILITY sl. ..p,y;N;;:'ti,.
L/,L
� I i ; \ �` EASEMENT (ENSTAR bp m� '• r \
� ` /(DOC. 2006-061116-0; '2
G I / /A/r1� )AA/11 /Al'rA/A1 C 60 .of) ;r
V/VL/L-h/VIVVI V //I// v / LOT 10
C-^TA Tr^ / \1� (PLAT 85-353) \ )
+1� !l //l A / / \ (N39 °24'44"W, 130.00')
/ nT -, / \ (N2005'16'E, 5.00') ?S
L_V l / / o
LEGEND l'o d v� vim; /nA r7I VL C2
</ \ J
l4 FOUND 316" BLM BRASS CAP / / �r�; j ' , V // y7�,• ��� \ ' 1 I co 'w
® FOUND 214" ALUMINUM CAP
0 FOUND 5/8" REBAR N
® COMPUTED POSITION- 4. I z(114.66') 'v
NOT RECOVERED OR SET
® ELECTRIC METER 1 O I L-l/ ` �r • \0' N
r
® CAS METER
n
r GUY ANCHOR I / n -r- i \
L. v l �. O � C1
Of TELECOMMUNICATIONS fL _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _
PEDESTAL -4- —
O� UNDERGROUND SEPTIC TANK ' i - O' R EI DN ER ROAD
ou UTILITY POLE
----------i--__— "3
�w WATER WELL _ _---�'�� � �' � -i-- � \ �- _ • �-
XX XX XX MEASURED DATA �» A I IA A/- l I T G
(XX XX XX) RECORD DATA PER PLAT OF v %r Li/1 V /Vl L_ h
UNDERMOUNTAIN ESTATES Fo
SUBDIVISION (PLAT 85-353)
\ vVLiL/l Vlvl V/V \ 9p
O BLOCK NUMBER I ;tini /r t -i:� ,I / \ -I-� A /�-T- .1 n
/h/ / V
\ / 1v\
Cl CURVE NUMBER \ ' . / / 1 /1 A / A / !1 /- n� \
APPROXIMATE STREAM I;lini •"i:S � I LlV/V/"lL_LJ
/r-v
CENTERLINE (PARTIALLY <F \ / !/'- - l"' ) n \ \ n \
OBTAINED FROM AN ONSITE .� v % j' 1) r r N r \ X \ \
FIELD SURVEY) R Ric ` / L. V T (' I r —v
- - —F - - - FRENCH DRAIN O \�\_ �/ I riUL 11 / l V/ V e-
t` J
- —Ou— — — OVERHEAD UTILITY LINE;)I A� .~i::—' r I X \\r
- - -G - - - UNDERGROUND GAS LINE \ \ \� • . L. U l `t
MAGNETIC DECLINATION
PER USGS QUADRANGLE MAP
ANCHORAGE (6-7), 1994
The improvements situated thereon are within the property lines
and do not encroach or overlap onto adjacent properties, nor do
any improvements from adjacent properties encroach or overlap
onto this property, except as Indicated hereon.
No lot corners have been set. The property dimensions shorn are from the record
plat and are not necessarily as to my have measured. The improvement locations are
approximate and have been determined only to the extent that enables us to determine
if there are any encroachments onto or off of the lot. Drafting and reproduction
my produce graphic inconsistencies: therefore scaling should not be attempted to
determine unshhtn di n ion This drawing i nre s s e ng s not adequate for lines.
Tonal
construction or for determining the exact location of property lines. Only
easements from the recorded subdivision plat noted other are shots hereon and it is
the responsibility exist of the owner to determine if any other ehsenwni s, covenants, or
restrictions ions exist.
C McClinloek Land Associates, Inc. (LILA) 2023
This docunenl is copyrighted and is authorized to be used for one real property
transaction or project only. Any copy is to be considered urmuthorized unless it
bears an urigimI surveyor's signature (usually in blue ink) or a stamp showing
recorder's office data. Copyright restrictions (but not re —use restrictions) are
waived if this document has been officially recorded. Lending institutions may also
make additional copies for their awn records. Liobi llty to MLA is limited to fees
received for this project.
® * 49ILL * ®0
Fes '".. /
TRAMS 1. BARIL
aj •• LS1/y374
BAR SCALE
SCALE: 1"=100'
100 0 100 200 300
SCALE IN FEET
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: OSP231244
Work Type: WellSeptic Renewal
Tax Code Number: 05048112000
Site Legal Address: UNDERMOUNTAIN ESTATES LT 10 G:0161
Site Mailing Address: 24642 O'RIEDNER RD, Eagle River
Owner: DODSON JUSTIN C & BARBARA N
Design Engineer: FORGE ENGINEERING
This permit is for the construction of:
Effective Date:
Expiration Date:
Lot Size in Sq Ft:
Total Bedrooms:
1/4/2024
1/3/2025
941262
Z Disposal Field Z Septic Tank ❑ Holding Tank ❑ Privy Z 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:
• Plot plan had changed. Record Drawing will be reviewed for code compliance.
RecehedBy: S ec� -'o or
Issued By: _ kl-,2655�/
Date:
Date:
0
MUNICIPALITY OF ANCHORAGE
'�'
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. 050-481-12
Property owner(s) Justin & Barbara Dodson Day phone 907-250-8695
Mailing address 12201 E. Woodstock Drive, Palmer, AK, 99645
Site address NHN Travelled Road
Legal description (Sub'd., Block & Lot) Undermountain Estates, Lot 10
Legal description (Township, Range & Section)
Lot Size 941,262 Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field
❑X
Initial ❑
Single Family (SF) IN
(w/wo AD U)
Septic Tank
❑X
Upgrade❑
Duplex (D) El
Holding Tank
El
Renewal ❑X
Multiple Dwellings ❑
Privy
❑
(SF and/or D)
Private Well
❑S
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.
- L
(Signature of property owner or authorized agent)
Permit/Rush Fees:
Date of Payment:
Receipt Number: OOG 71 D
Permit No. 05 P2.31 ZL(14
Permit App_::- ::_.,:c
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
August 7, 2023
UYE
E E R I N G
PO BOX 240773
ANCHORAGE, AK 99524
522-7773
677-7766 (FAX)
FORGECIYIL.COM
MOA Development Services, On -Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: Undermountain Estates, Lot 10 — 24642 Oriedner Rd
Septic system design
Dear On -Site Services Engineer:
The permit for the construction of a well and septic system on the subject property has expired. A
site visit was conducted and there have been no substantial changes to this lot or to the surrounding
area since the permit was originally issued. The current design and permit conditions meet all code
requirements. We therefore request the renewal of the pen -nit for the well and septic system on this
lot.
Sincerely,
Benjamin S''chiller, PE
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: OSP221166
Work Type: WellSeptic Initial
Tax Code Number: 05048112000
Site Legal Address: UNDERMOUNTAIN ESTATES LT 10 G:0161
Site Mailing Address:
Owner: DODSON JUSTIN C & BARBARA N
Design Engineer: FORGE ENGINEERING
This permit is for the construction of:
Effective Date
Expiration Date:
enr
U n
V
Department
Lot Size in Sq Ft:
Total Bedrooms:
6/24/2022
6/24/2023
941262
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
Received By:
Issued By:
Date:
Date: 6 Z z _
4
MUNICIPALITY OF ANCHORAGE
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. 050-481-12
Property owner(s) Justin & Barbara Dodson Day phone 907-250-8695
Mailing address 12201 E. Woodstock Drive, Palmer, AK, 99645
Site address NHN Travelled Road
Legal description (Sub'd., Block & Lot) Undermountain Estates, Lot 10
Legal description (Township, Range & Section)
Lot Size 941,262 Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field
0
Initial 0
Single Family (SF)
Septic Tank
Upgrade El(w/wo
ADU)
(D) El
Holding Tank
❑
RenewalDuplex
❑
Multiple Dwellings ❑
Privy
❑
(SF and/or D)
Private Well
0
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: a G Waiver Fees:
Date of Payment: �,��2z Date of Payment:
Receipt Number: 0 1 b 6 44 D Receipt Number:
Permit No. 0 S 19�2 a f % (o Waiver No.
Permit App__- : .-..:c
June 23, 2022
MOA Development Services, On-Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: Undermountain Estates, Lot 10 – NHN Travelled Road
Septic system design
Dear On-Site Services Engineer:
The owner of the above lot intends to build a 1-bedroom ADU on the property initially, and then
another 3-bedroom home in the future, so we are submitting this permit application for the
construction of a new well and septic system for a 4-bedroom home. 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 south steeply at around or under 40%. The current
design meets all slope requirements for graded between 25-46%. There are no slopes greater than
46% within 100 feet downslope of either the primary or alternate site. Elevations are shown on the
site plan showing the grade and direction of flow. Stormwater drainage will not impact this septic
system. The new trench 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, 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, PE
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP221166, Deb Wockenfuss, 06/24/22
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Benjamin Schiller
CE 12592R
EGISTEREDPROFES S I O N ALENGINEER
1"=200'
CO - CLEANOUT
2CO - DOUBLE CLEANOUT
FCO - FOUNDATION CLEANOUT
FS - FLOW SPLITTER VALVE
MH - MANHOLE
MT - MONITORING TUBE
SV - SEPTIC VENT
TH - TEST HOLE
LEGEND
UNDERMOUNTAIN ESTATES, LOT 10
FEET
0 200 400
NOTE:
PLEASE REFER TO 60' SCALE PLAN DRAWING FOR DETAILS.
6/23/2022
T
R
A
V
E
L
L
E
D
R
O
A
D
1400
1350
1300
1250
1200
1150
1100
1050
1000
GRAVEL DRIVEWAY
PROPOSED DRIVEWAY
15' UTILITY EASEMENT
(ENSTAR) (DOC.
2006-061116-0)
15' UTILITY EASEMENT (MEA)
(BOOK 2847, PG 906)
15' UTILITY EASEMENT (MEA)
(BOOK 2847, PG 906)
PROPOSED
SEPTIC LOCATION
1450
1500
PROPOSED HOME
PROPOSED WELL
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP221166, Deb Wockenfuss, 06/24/22
UNDERMOUNTAIN ESTATES, LOT 10
TYPICAL TRENCH SECTION
(NO SCALE)
NOTES:
1. GRADE AREA OVER TRENCH TO DRAIN AWAY
2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2'
WITH 2" OF INSULATION
3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER
THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY
Benjamin Schiller
CE 12592R
EGISTEREDPROFE S S I O N ALENGINEERDESIGN FACTORS:SYSTEM REQUIREMENTS:
6/23/2022
6"
4'- 6"
1'
3'
4" PERFORATED PVC (HOLES DOWN)
DRAINFIELD ROCK
GEOTEXTILE FABRIC
5'
600 GPD PEAK FLOW
PERK RATE: 1.46 MIN/IN
APPLICATION RATE: 1.2 GPD/SF
SHALLOW TRENCH SYSTEM
BOTTOM OF TRENCH: 6' BELOW HIGHEST ORIGINAL GRADE
FLOW LINE ELEVATION: 5' BELOW HIGHEST ORIGINAL GRADE
TOP OF TRENCH: MOUNDED AS NEEDED TO ACHIEVE 3' OF COVER OVER TRENCH
600 GPD / 1.2 GPD/SF /5' WIDE * 0.88 RED FACTOR (1' EFF DEPTH) = 87.5 LF TRENCH
REQUIRED (90 LF SPECIFIED)
3'
HIGH ORIGINAL GRADELOW ORIGINAL GRADE
FINISH GRADE
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP221166, Deb Wockenfuss, 06/24/22
LEGAL DESCRIPTION:
PERFORMED FOR:
DATE: PARCEL ID#:
SOILS LOG AND PERCOLATION TEST
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
DEPTH
(feet)
TEST HOLE 1
DATE READING START TIME NET TIME
(minutes)
DEPTH to
WATER NET DROP
PERCOLATION RATE: (MIN/INCH)
(inches)(inches)
DATE OF MONITORING
WAS GROUND WATER ENCOUNTERED?
DEPTH TO WATER AFTER MONITORING
IF YES @ WHAT DEPTH?
2.5
5/3/22 1
2
3
4
5
6GM (SILTY GRAVEL GETS
SILTIER WITH DEPTH
Professional Engineers Stamp:
NO
UNDERMOUNTAIN ESTATES, LOT 10
4/28/2022 050-481-12
Justin Dodson
3:501
2
3
4
5
6
4 8
16
4:01
4:12
4:24
4:36
4:48
OB
10
Benjamin Schiller
CE 12592R
EGISTEREDPROFE S S I O N ALENGINEER5/27/2022
PERC TEST LOCATION
TECHNICIAN: J. MILLETTE
9 0
16
-
10'
5/5/22
COMMENTS:
6" DIAMETER TEST HOLE PRESOAKED PRIOR TO TESTING
SITE PLAN
5 8
16
4 8
1610 8 12
16 4 4
16
4 8
1610 8 12
16 4 4
16
4 8
1610 8 12
16 4 4
16
4 8
1610 8 12
16 4 4
16
4 8
1610 8 12
16 4 4
16
BED
ROCK
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP221166, Deb Wockenfuss, 06/24/22
LEGAL DESCRIPTION:
PERFORMED FOR:
DATE: PARCEL ID#:
SOILS LOG AND PERCOLATION TEST
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
DEPTH
(feet)
TEST HOLE 2
DATE READING START TIME NET TIME
(minutes)
DEPTH to
WATER NET DROP
PERCOLATION RATE: (MIN/INCH)
(inches)(inches)
DATE OF MONITORING
WAS GROUND WATER ENCOUNTERED?
DEPTH TO WATER AFTER MONITORING
IF YES @ WHAT DEPTH?
1.5
5/3/22 1
2
3
4
5
6
GM (SILTY GRAVEL GETS
SILTIER WITH DEPTH
Professional Engineers Stamp:
NO
UNDERMOUNTAIN ESTATES, LOT 10
4/28/2022 050-481-12
Justin Dodson
3:591
2
3
4
5
6
0
4:10
4:20
4:30
4:40
4:50
OB
9
Benjamin Schiller
CE 12592R
EGISTEREDPROFE S S I O N ALENGINEER6/23/2022
PERC TEST LOCATION
TECHNICIAN: J. MILLETTE
6
NONE
14.5'
5/5/22
COMMENTS:
6" DIAMETER TEST HOLE PRESOAKED PRIOR TO TESTING
SITE PLAN
6
BED
ROCK
0 9 6 6
0 9 6 6
0 9 6 6
0 9 6 6
0 9 6 6
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP221166, Deb Wockenfuss, 06/24/22