HomeMy WebLinkAboutT13N R1E SEC 10 N2S2NE4NW4SW4 AND E100'N2SE4NW4NW4SW4 Onsite File
T13N R1E
Sec 10
N 252NE4NW45W4
and
E100 ' N25E4
NW4NW4SW4
#050 - 981 - 05
N"°P'.2.,TY MUNICIPALITY OF ANCHORAGE
' `\�\. On-Site Water&Wastewater Program �"\"l 1 •1r 'S
r PO Box 196650 4700 Elmore Road -' '��
} ` Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997
N L. '* http://www.muni.orglonsite
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On-Site Wastewater Disposal System Permit
Permit Number: OSP181347 Effective Date: 10/17/2018
Work Type: Septic Upgrade Expiration Date: 10/17/2019
Tax Code Number: 05098105000
Site Legal Address: T13N R1E SEC 10 N2S2NE4NW4SW4 AND E100'N2SE4NW4NW4SW4 G:1106
Site Mailing Address: 32930 CIRRUS WAY, Eagle River
Owner: WYRICK WILLIAM M & KATHLEEN A Lot Size in Sq Ft: 125400
Design Engineer: ANDERSON CONSTRUCTION & ENGINEERING Total Bedrooms: 4
This permit is for the construction of:
CEJ Disposal Field 2 Septic Tank ❑ Holding Tank 0 Privy 0 Private Well 0 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:Atest hole is required prior to construction, in location shown on permit site plan. Test hole
[p
shall confirm separation to impermeables and seasonal high groundwater, as well as confirm percolation rate of
all accepting soil layers. Construction can proceed at your own risk prior to the 7-day groundwater reading. If
results require a design change. construction shall stop pending On-site review and approval of a change order.
Please submit stamped/signed soils log with inspection report.
Received By: Jai~ Date: f L ��
Issued By: ' ° QQu7OQQ Date: 0 M. 0
• Municipality of AnchorageWLILULN
)Cpar I Intnf
P.O. Box 196650 ® 4700 Elmore Road
Anchorage, Alaska 99519-6650 0 (907) 343-7904 ® Fax (907) 343-7997
http://www.muni.orq/Onsite
Development Services Department
On-Site Water and Wastewater Section
**** VARIANCE/WAIVER REVIEW ****
Waiver#: OSV181084 COSA#: Permit#: OSP181347
PID#: 050-981-05
Legal Description: T13N RIE Section 10 N2S2NE4NW4SW4 and E100'N2SE4NW4NW4SW4
Engineer: Mike N. Anderson
Applicant: William & Kathleen Wyrick
• Your request for a waiver of the required 50 feet horizontal separation from the absorption field
to the excessive slope has been approved. The approved separation distance is 30.0 feet. See
engineer's profile drawing for justification.
This waiver approval applies to the proposed absorption field only. Any future upgrade to the
on-site wastewater disposal system will require all separation distances be met or another
approval from this department.
Waiver is Granted: X Waiver is not Granted:
Date: 10/171 ()( Approved by: ? } OA a
Name of Reviewer
**** VARIANCE/WAIVER REVIEW ****
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. 050-981-05
Property owner(s) WYRICK WILLIAM M & KATHLEEN Day phone
Mailing address 32930 CIRRUS WAY, EAGLE RIVER AK
Site address same
Legal description (Sub'd., Block & Lot)
Legal description (Township, Range & Section) T13N R1E SEC 10 N2S2NE4NW4SW4 AND E100.N2SE4NW4NW4SW4
Lot Size 125,400 Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(®all that apply)
Absorption Field 111 Initial ❑ Single Family (SF) ❑
(w/wo ADU)
Septic Tank 0 Upgrade ❑
Duplex (D) ❑
Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑
Privy ❑ (SF and/or D)
Private Well ❑
Water Storage ❑
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
4_9.) -�o SIa > 252 Distance: 30 tt
I certify thanthe above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
/1//A/L
(Signature of property owner or authorized agent)
Permit/Rush Fees: JT r!o / Waiver Fees: it .Q 1 5
Date of Payment: 1011112 Date of Payment: /O f f
Receipt Number: 1 i6(D23 Receipt Number: .231(9 I (CtiPck #10701)
Permit No. O5p/g/an Waiver No. 05 V 01 0 E I
G:\Development Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc
Sept. 15,2017
Municipalities of Anchorage
Departments of Health and Human Services
P.O. Box 196650
Anchorage,Alaska 99519-6650
Fax 249-7847
Re: New Septic Permit& Waiver
Legal: T13N R1E SEC 10 N2S2NE4NW4SW4 AND E100'N2SE4NW4NW4SW4
To Whom it may concern:
This is a request for a septic permit on the above referenced lot the old system has failed. A test hole will be
installed prior to the installation due to the location.The perc rate from the surrounding lots show they are
in the 3 to 12 minutes range therefore an effective depth of 7 feet has been designed. All of the soils logs
have no water and good gravels. The tank will also be replaced at the same time with a 1500 gallon STEP
system. The slope around the site is flat with a cut bank 30 plus feet from the proposed trench,see attached
cross section.
We are also requesting a slope waiver which is less than 50 feet from the leach field. However the attached
cross section shows the 25 percent slope line doesn't daylight, see attached.
This system will not impact any of the neighboring properties due to the large lot layout.
Please call me if you have any questions.
Sincerely`i
Michael N. Anderson, P.E.
4661 Natrona
Anch, Ak 99516
Ph 727-8864
DESIGN CRITERIA: IMOUND OVER
b --/-GRADE
4 BDRM X 150 = 600 GPD
SOILS = 600/0.8 = 750 GPD I FILTER FABRIC
750 GA/14 = 54' 3 0 _Mass 1.25"0 PIPE
(1)TRENCH SEWER ROCK
10.0' DEEP
7.0' EFFECTIVE -io o
2.0' WIDE I 2.0' I
54' LONG
SEPTIC FIELD SECTION
I \
S5
\ -
/---
\ / N
SHOULDER OF / \
25%SLOPE / \
1 • 1
\ 1 I
sFP c /
,�--_\ \ /
\ /
\ PROPOSED
j Y\P
DRAINAGE FIELD STIt
\ 1
\ /
\ `\ �,/
--�.
--- _i \
1
\ EXISTING /
HOUSE S /- N /
/
N `. i/
/ ` '� PROPERTY LINE
\ / \
\ /n/
SEP1
I# �\ •
—/J
\ N /
\ ,_____,
\
\
Septic Design Prepared for
WILLIAM & KATHLEEN WYRICK .•`�E OF q4ievtiisSiii �.4�
..!, ...... ........... S .
T13N R1E SEC 10 N2S2NE4NW4SW4 AND E100'N2SE4NW4NW4SW4 z ��� ��
Eagle River, Alaska M •
illiti(5.\49 T" �� •
�•
Michael N. Anderson, P.E. DATE: 10/15/2018 V ..MICHAEL N. ANDERSON.ik
4601 NATRONA AVE DRAWN: DJR •••-`)••N.).No. C 9 '699 ..• -,
ANCHORAGE, ALASKA 99516 •. •'' (� 1 1. •`�%.•
(907) 727-8864/FAX: (907) 345-1391 SCALE: 1"=200'
1,� i►;`' ���
1
1
\ T13N R1E SEC 10 NE4NW4NW4SW4 T13N R1E SEC 10 N2NE4NW4SW4
TEST HOLE TO BE EXCAVATED PRIOR
TO INSTALLATION TO VERIFY THE SOILS c'3,/
f
/ SHOULDER OF 25% 3'O
� cCif
I SLOPE 4�
PROPERTY LINE- \ P --
0 liprT
/,//PROPOSED ��0 j \ py
// RESERVE FIELD F ; 1 ie-\��� — -- -- --
Or iO
%' P
•4T .,i /
EXISTING TANK / / /
AND CRIB TO BE ? 0 //
Q
DECOMMISSIONED o / SECONDARY SITE WILL
PER UPC—NI,.
// BE REMOVE AND
0� REPLACE
L'J TCO /
i� M DCO +1
\�L -- EXISTING
HOUSE WELL
0
I
\
PROPOSED 1,500 \ T13N R1E SEC 10 N2S2NE4NW4SW4
GALLON STEP TANK \ AND E100'N2SE4NW4NW4SW4
\
•/_.------____
PROPERTY LINE . •. �\
\
/,
/ `• `.
/// `\ T13N R1E SEC 10 S2S25V€4NW4SW4
/ \ -
/ ` ------
/ `
/ T13N R1E S EW4NW4SW4 CA
\\
/ LESS N VACANT
-- /
`\--\ I \\
1
`` I \\
1 I 1
I I
, 1 0 I
/r." I I
/ I f
- I
1 f
1
\
Septic Design Prepared for
WILLIAM & KATHLEEN WYRICK �•�p� ••OF••,14'4##i.
T13N R1E SEC 10 N2S2NE4NW4SW4 AND E100'N2SE4NW4NW4SW4 1- •`'•..'4,4 .., °O�
Eagle River, Alaska 49TH •; 5 : 41'
Michael N. Anderson, P.E. DATE: 10/15/2018I.
;MIN. ANDERSON; I.
4601 NATRONA AVE DRAWN: DJR ♦..•. %..
.. No. C '9,-6.9 .
ANCHORAGE, ALASKA 99516 , N �'��
(907) 727-8864/FAX: (907) 345-1391 SCALE: 1"=50' 44kFE;;' 4
PROPOSED 2'X7'
LEACH FIELD
TRENCH DESIGN
10.0' — 30.0'
EXISTING SLOPE
GREATER THAN
40%
4-5%SLOPE I
Pa o
5T OPS Jo, ri
A
25%SLOPE,24"
ABOVE DRAIN PIPE
FLAT SPOT WILL NOT
DAYLIGHT IN THE
SLOPE.
SLOPE CROSS SECTION A-A
SCALE:1:=20'
Septic Design Prepared for
.***V"I I
WILLIAM & KATHLEEN WYRICK E OF q It*
T13N R1E SEC 10 N2S2NE4NW4SW4 AND E100 N2SE4NW4NW4SW4 (;)'•
Eagle River, Alaska : 49TH " ♦•
• i
Michael N. Anderson, P.E. DATE: 10/15/2018 s.MICHAEL N. ANDERSON.
4601 NATRONA AVE DRAWN: DJR ♦�� No. E }4669 '{{��
ANCHORAGE,ALASKA 99516 ��'► �'..... .:••Y•
(907) 727-8864/FAX: (907) 345-1391 SCALE: 1"=50' ♦4411 ;;. �4•
7
/
, A
yGyO
k /O o ' -e-.) ' ---,9:_r7-- X60 l.� z-)
1
41 o
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he 05//e. 0
/
EAST 100 ft. , N1/2,SE1/4,NW1/4,NW1/4,SW1/4 and N1/2,S1/2,NE1/4,NW1/4,SW1/4,Sec. 10,T13N,R1E,S.M.
-ASBUILT-NO CORNERS SET THIS DATE. SEWARD & ASSOCIATES LAND SURVEYING 688-4566
I HEREBY CERTIFY THAT I HAVE SURVEYED THE SCALE: ' �q�aatio�
FOLLOWING DESCRIBED PROPERTY 1 X100 � 44
,_ 0� A4 R
SEE ABOVE ' DATE: 4. "'..•• A. '• S Q
AND THAT NO ENCROACHMENTS EXIST EXCEPT AS 12-17-91 047/1/4"....
c, TH S '�"`/7
INDICATED. IT IS THE RESPONSIBILITY OF THE * ; 4 ' — * •
OWNER TO DETERMINE THE EXISTENCE OF ANY GRID: y�K��'�
�
EASEMENTS, COVENANTS, OR RESTRICTIONS SE 1106 .5. . . ��� ��
WHICH DO NOT APPEAR ON THE RECORDED SUBDI- Dumb Mark Sewerd . i/
VISION PLAT. UNDER NO CIRCUMSTANCES SHOULD FB' +$.��•.., LS-6918 • cJ` Ar
�
ANY DATA HEREON BE USED FOR CONSTRUCTION
25-57 '0 ••......• �r�',r
OF FENCE LINES, OR FOR ESTABLISHING BOUND- DRAWN: 4%Rf \r'.'.
ARY LINES. aa.a►*.e.
DMS
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THE 14EL.I*.
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;;'!' : ]( !'i i[ LL ]] N~i;i'FILL. "t'HE S'~"STEt"t )] i'J I::~-']:C;(])D. DI::tNC;E i4 ~ 'f'H THE OC~DES.
MUNICIPAOTY ~)F ANCHORAOE
DEPT. OF HEALTH &
ENVIRONMENTAL PROTECTION
/,,PR 1 '.L 197.7
RECEIVED
by
A & L DRILLING COMPANY
BOX~97, EAGLE RIVEgl, ALASKA 99677 · TELEPHONE 694-2586
OWNER OF LAND
DEPTH OF WELL
ADDRESS
LEGAL DESCRIPTION/0'z
DATE-Started
PE~IT NUMBER
KIND OF FORMATION:
From ~? Ft. to / Ft.
From ! Ft. to ]~ Ft.
From JZ[. .F~cto IV(, Ft.
From I,~, Ft. to [~[) Ft.
From /?fo Ft. toJ~/ Ft.
From 2o~ Ft. to ~07 Ft
From Ft. to Ft.
From__.Ft. to Ft.
From__.Ft. to Ft.
From Ft. to__Ft.
STATIC LEVEL OF WATER FT.
DRAW DOWN FT.
GALS. PER HR
KIND OF CASING
From Ft. to__.Ft.
From Ft. to__Ft
From__Ft. to Ft.
From Ft. to Ft.
,/~p,o o
From__Ft.~o Ft._
From Ft. to__Ft
From Ft. to Ft,
From__.Ft. to Ft
From__.Ft. to Ft.
From__.Ft. to Ft.
From__.Ft. to Ft.
From Ft. to Ft.
From Ft. ro Ft.
From Ft. to__Ft.
From Ft. to Ft.
From__.Ft. to Ft.
From Ft. to Ft.
From Ft. to Ft.
From Ft. to Ft.
From Ft. to Ft.
From Ft. to Ft.
From .Ft. to Ft.
From Ft. to Ft.
MISCL. INFORMATION:
DRILLER'S NAME