HomeMy WebLinkAboutT13N R1E SEC 10 S2N2SW4SW4NW4 PTN
T13N R1E SEC 10
S2N2SW4SW4NW4
PTN
#050-561-09
MUNICIPALITY OF ANCHORAGE „cn,r
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
Department
On -Site Water & Wastewater System Permit
Permit Number: OSP231011 Effective Date: 3/22/2023
Work Type: WellSeptic Initial Expiration Date: 3/21/2024
Tax Code Number: 05056109000
Site Legal Address: T13N R1 E SEC 10 S2N2SW4SW4NW4 PTN G:1006
Site Mailing Address: 32839 CUMULUS RD, Eagle River
Owner: HAYES JOSHUA W & COURTNEY J Lot Size in Sq Ft: 108900
Design Engineer: Total Bedrooms: 4
This permit is for the construction of:
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:
1. 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).
2. Percolation tests will need to be performed in all soil strata where effective depth will interface.
Received By
Issued By: _
Date:
Date:
MUNICIPALITY OF ANCHORAGE
Development Services Department ``` Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
ON-SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 05056109000
Property owner(s) Joshua and Courtney Hayes
Mailing address 16539 Eleonora Street Eagle River AK 99577
Site address 32839 Cumulus Road, Eagle River, AK 99577
Day phone 9072425889
Legal description (Sub'd., Block & Lot) T1 3N R1 E SEC10 , S2N2SW4SW4NW4
Legal description (Township, Range & Section)
Lot Size 108900 Sq. Ft. Number of Bedrooms 92
APPLICATION IS FOR: APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field
0 Initial 0
Single Family (SF) 0
(w/wo AD U)
Septic Tank
0 Upgrade ❑
(D) E]Renewal
Holding Tank
El Renewal❑
Multiple Dwellings ❑
Privy
❑
(SF and/or D)
Private Well
ED
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 Municipal Codes.
/// `%� G�/ %/1 q -P/'_
(Signature of property owner or authorized agent)
Permit/Rush Fees: 7916
Date of Payment: 2-j(3 (aQa3
Receipt Number: _ 6975LID
- --.- Permit -No
Waiver Fees:
Date of Payment:
Receipt Number:
-Waiver NO. —.
GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc
I
- - - - - - - - - - - - - - - - - - - -- - - - -
TO BE SET: 5/8" REBAR.-
W/ YELLOW PLASTIC CAP
EL. 641.5
----------
00
LOT 2 1 N1/2 N1/2 SWj-/4----LN;
AJASMI SUBID. SW1/4 W1/4
PLAT #2013-33
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Neighbor Well 00-) c))
(.0
Existing
---------------RISERS�
--------- -------
00*47'18" W 1,64.96
TOP OF BANK
m
A
<0
§11/2 N11/2 SW11/4
'W1/4 NWI/4
SECTION 10
"4115
0' PRIVATEI ROW ESMT.
PER 131<214 PG446\-4,
-------WELL----
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-----------------
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*BEARINGS AND DISTANCES
SHOWN HEREON ARE ALASKA
STATE PLANE ZONE 4 GRID.
*VERTICAL DATUM = MOA72
CONTOURS PER 2015 MOA
LIDAR.
*ZONING = CE -R-6
77 *MOA PARCEL = 050-561-09-000
(00
*MOA GRID = SE1006
6
S1/2 SW1/4
SW1/4 NW1/4
- ------ ---- --
SEE SHEEET 2
4
"PRO SEDI/
OF A��
- .3' SECTION__LINE _EASEMENT
EASEMENT
- ------------------------
------------------------
SEP
FND. 5/8
" REBAR W/ YELLOW 49 TH W/ YELL PLASTIC C
-1 --- -------------
'OK6 S 00- E 164.9
GRAVEL R , 3539
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tz' - - ii� -----------------------------
111�7. 0-- � - � - � - - 4'. -,- - - - - imr,
10 - ----- 33' SECTION LINE EASEMENT
Max A. !Schillinger
O\/
LS -12039
/,)2/6/202.3
NO VISIBLE SEPTIC AND WELL FOUND ON NEIGHBORING PROPERTY
PLOT PLAN DRAWING OF:
S1/2 N1/2 SW1/4 SW1/4 NW1/4
SECTION 10, T13N, RlE, S.M.
0 25 50 100 SCALE: 1"=100 FEET SHEET 1 OF 1�
DATE: 3/20/2023
FILE: CUMULUS RD EAGLE RIVER
PROPERTY ADDRESS: 32839 CUMULUS RD, EAGLE RIVER, ALASKA
LEGAL DESC: S1/2 N1/2 SW1/4 SW1/4 NW1/4, SECTION 10, T13N, RlE, SEWARD MERIDIAN
I ALL POINTS NORTH LLC --- PO BOX 4207. PALMER, AK 99645 TEL: 907-746-4185 1
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;'SLCTION 10 510_,
N4AXA.SCHILLINGER•
�'" No. 12956
�Il lFF •p N' ��,� /', ;' O i' ,� ;' �� --- PROPOSED
h
l,F� ROFESSIOi� % J� ELL FENCED REFUSE
\\ �"
\��`�'� ; ;',' � ,i►--= � ,��_\ � RECEPTACLES-'"-
_--i DATE. 3/12/2023;' ,' C9 / ,�
-' ' f GRADE TO DRAIN 500
,AWAY FROM BLDG. GRAVEL x00,0 WLt" %r
RRISIUS
`'\ PAD _
� - ---
OQ
---- . LL 3 ,
, WITHIN 2,IJALL %
FIND.
CLEANOUT UTi59/ DISTUR
BANCE LIMITS
X20' 5% % slopes1 8850 s.f.pARKING p9�
. '
,.-
/SIGN �C r
32839 �` o 06,
. EXISTING PAD '
'! =�" yes X., (3 car spaces room) I '
-
--505----
53,4 �r� � i I
� ---485'
D.C.O.
45
' PANNONE HOL\� NEV1�TisT HOLE MON. TUBEe_ggg
500' o\ , - TA
C.o. i TZ 211`1
C.O. 2L:F.4°ABS - -
-
MON. TUBE 2k 1580 Gal. la 50 SLi.5%
MOA Se=4Tank @1.5% ;
ggx=' EFFECFTIPERF PVC @0°k TEM @ ° _ 488.25
WOUT'
Q 1' \
SECTION LINE EASEMENT'" -------------------
,,,33'
FG MINIMUM (W/4'COVER)
��
495 4' PVC PERF. PIPE =488' -�"�
--------- —BOT TOM TRENCH 484'
455 IkBp / PREPSjCiSEDT ---
�O ; =' 3283`0
—�
E=' -- EL
L 487.9 =474.4'
-- =-
- -_ D. 5/8" REBAR------------------------ -==-------- FND. 5/8" REB -
- '--------- W/ YELLOW PLASTIC CAP %6 --W/ YELLOW PLASTIC CAP --
%8 GRAVEL ROAD _E -E -4-E_ E- ---E— E ---------------------------------
-----------------------
-
UTILITIES'`' E-<
_ _X:E-E
E_E_E-E Ap % � _-
ovERHE 0
NO SEPTIrS/WLLLS VISIBLE ON NEIGHBOR PROPEfZfY
------------
PLOT PLAN DRAWING OF: 0 15 30 SCALE: 1"=30 FEET SHEET 2 OF 5
DATE: 3/20/2023
S1/2 N1/2 SW 1 /4 SW 1 /4 N W 1 /4 FILE: CUMULUS RD EAGLE RIVER
SECTION 10 T 13 N R 1 E S.M. PROPERTY ADDRESS: 32839 CUMULUS RD, EAGLE RIVER, ALASKA
> > > LEGAL DESC: S1/2 N1/2 SW1/4 SW1/4 NW1/4, SECTION 10, T13N, R1E, SEWARD MERIDIAN
ALL POINTS NORTH LLC --- PO BOX 4207. PALMER, AK 99645 TEL: 907-746-4185
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ELEVATION VIEW DRAWINGS
• 5 10 • FEET H&V SHEET 3 OF
•A3/20/2023
-D EAGLE RIVER
S1/2 N1/2 i i i
PROPERTY DD- -D
510
SEE NOTE 4 NEW CABIN
FF EL 507'
2' ADDED SOIL FOUNDATION CLEANOUT
(PROVIDE 4' COVER EL. 497'
500
C.O. C p SEE NOTE 3 BELOW)
MAN-
HOLE -
4 ABS
j 66 L.F. �� @10%
490
90°45° - EL. 488.4'
1.5%, 10' BEFORE TANK
0+80: MATCH LINE I BELOW
480
-80 0+70 jiso Lilo 0+40 0+30 0+20 0+10 0+00
510
TWO COMPARTMENT PLASTIC M.O.A. 1500 GALLON SEWER TANK, INLET EL 488.25
12 L.F. 4"ABS @2%
GM GRAVEL LAYER @ 2' DOUBLE CLEANOUT
500 EXISTING MON.
C.O. TUBE D.C.O. TANK
ON. EL 488, 4" PVC PERF PIPE C.O.
— — TUBE
— — _ 2" INSULATION
AND GE
--
490 FABRIC
4' DEEP 50'L, 5-WIDE SYSTEM, MOA SPEC. SEWER ROCK
480
1+60 1+50 1+40 1+30 1+20 1+1J 1+00 0+90 0+
�1`�-k SEPTIC DESIGN NOTES:
OF q��l� 1) SOIL PERCOLATION TEST BY PANNONE ENGINEERING, 6/9/2020,
�` It INDICATES SILTY GRAVEL (GM) WITH A PERCOLATION RATE OF 4
/AWW`P' MINUTES PER INCH. VERIFY WITH NEW TEST HOLE DURING
* H * I CONSTRUCTION.
• • • • • • • • • • �� 2) THIS SYSTEM MEETS OR EXCEEDS THE MINIMUM
REQUIREMENTS FOR A 4 BEDROOM SYSTEM. (125 S.F./BEDROOM
APPLICATION RATE USED, 500 S.F. PROVIDED)
*MAX A. SCHILLINGER. �F 12956 ���� 3) INSULATE TANK, FIELD, WITH 2" RIGID INSULATION. ADD
No. �``'� GEOTEXTILE SEPARATION FABRIC OVER 5 WIDE SYSTEM.
Aw
ll PF�FOP NP�4P PROVIDE MINIMUM 4' SOIL COVER OVER FACILITIES.
�l� ROFESSIO �� 4) TANK REQUIRES A TWENTY INCH MINIMUM MANWAY RISER
DATE: 1/23/2023 SERVING THE FIRST COMPARTMENT, SEE MUNI CODE 15.65.205.
SEPTIC DESIGN PROFILE
0 6 12 SCALE: 1"=12 FEET H&V SHEET 4 OF 5
DATE: 3/20/2023
FILE: CUMULUS RD EAGLE RIVER
S1/2 N1/2 SW 1 /4 SW 1 /4 N W 1 /4
SECTION 10 T 13 N R 1 E S.M.
> > >
PROPERTY ADDRESS: 32839 CUMULUS RD, EAGLE RIVER, ALASKA
LEGAL DESC: S1/2 N1/2 SW1/4 SW1/4 NW1/4, SECTION 10, T13N, RIE, SEWARD MERIDIAN
ALL POINTS NORTH LLC --- PO BOX 4207. PALMER, AK 99645 TEL: 907-746-4185
500
500
MON. TUBE
2Q% _
2' OPSOIL/O GANICS
490
490
GRAVEL
(GM)
140/
,
/
4,
100' WELL
SETBACK
oc-
5'
FABRIC
480
480
5
WIDE SEPTIC
SYSTEM
470
0+60 0+50 0+40 0+30 0+20 0+10 0+00
470
—0+10 —0+20 —0+30
SAW ��
.. ... ........ P�
••MAX A. SCHILLINGER.
No. 12956
Ilk
IPROFESS0QP
I WINX �
DATE: 2/6/2023
SEPTIC DESIGN CROSS SECTION
0 6
12 SCALE: 1"=14 FEET H&V SHEET 5 OF 5
DATE: 3/20/2023
FILE: CUMULUS RD EAGLE RIVER
S1/2 N1/2 SW 1 /4 SW 1 /4 N W 1 /4
SECTION 10 T 13 N R 1 E S.M.
> > >
PROPERTY ADDRESS: 32839 CUMULUS RD, EAGLE RIVER, ALASKA
LEGAL DESC: S1/2 N1/2 SW1/4 SW1/4 NW1/4, SECTION 10, T13N, RIE, SEWARD MERIDIAN
ALL POINTS NORTH LLC --- PO BOX 4207. PALMER, AK 99645 TEL: 907-746-4185
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HAJS 6,4 L C 97
SECTION 40.05 FIVE WIDE TYPE SYSTEM
Article 5.1 Designing and Sizing a Five Wide Type System
Perform the following steps and calculations
to determine the absorption area
dimensions for a theoretical 5 -wide system
for Xbedroom home. This is only an
.ample. Apply site specific data for each
project design
A. Step 1
5 -Wide Drainfield Length
Sizing Factor
Depth of Sewer Rock System Sizing
Below Perforated Pie Factor
18 inches 11/2 feet 0.78
24 inches 2 feet 0.70
30 inches 21/2 feet 0.64
36 inches 3 feet 0.58
42_inches 31/2 feet
48 inches 4 feet 0.50
A 13 foot deep test hole dug within 25 feet of the proposed 5 -wide type system revealed R -J -(poorly
graded sand) soils with no groundwater found. The application rate from' Division 20 is l % iZ F-2DtV1
square feet per bedroom, therefore 150 square feet per bedroom multiplied by 3 bedrooms is: PEP -4
i-50 square feet per bedroom x bedrooms = 4X square feet total absorption area required.
1z5 7c�
B. Step 2
q
A 5 -wide type system with a depth of/5' feet of sewer rock is decided on for this location after
examining the site. To determine the required length of the 5 -wide system, first divide the required
absorption area determined in Step 1 by 5 feet (for the 5 -wide system) as follows:
00
4� square feet (step 1) = S foot avidtb = fv feet /Gv
Always round up the length to be safe.
C. Step 3
Determine the length of the 5 -wide type system for this example by multiplying the result of the
calculation in Step 2 by QA8 (the system sizing factor found above for a sewer rock depth of 3 feet)
as follows:
rW
91et (Step 2) x 0,9Z8 (system siding factor, above)
1), 5 -
50
=,,54 linear feet total 5-7vide length required
Therefore, in this example the design for the 5 -wide system witl).-3 feet of sewer rock 53 linear feet
and a minimum of 4 feet of soil cover. Since the sewer rock is,ayfoot deep, the required minimum
depth to ground water is JZfeet (4 feet below the bottom of sewer rock) and the required depth to
an impermeable layer is 1,�rfeet. The test hole must be a minimum of feet deep to meet the
minimum required depth. NOTE: Do not use 5 -wide systems with a sand liner.
Page 19
Division 40 — Standard Details & System Design