HomeMy WebLinkAboutCOHOE LT 12
Cohoe
Lot 12
#015-051-25
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: OSP231396
Work Type: WellSeptic Initial
Tax Code Number: 01505125000
Site Legal Address: COHOE LT 12 G:2437
Site Mailing Address: 9201 STRUTZ AVE, Anchorage
Owner: JABAAY DERRICK J & JEANNINE D
Design Engineer: ANDERSON CONSTRUCTION & ENGINEERING
This permit is for the construction of:
Effective Date:
Expiration Date
� JAI Cj.
n
f
r
)elm I'tInent
Lot Size in Sq Ft:
Total Bedrooms:
11/27/2023
11/26/2024
14008
Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy P 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 ideated to prevent freezing
Special Provisions:
• A test hole is required prior to construction of the absorption field, in the location shown on the site plan, to
p� 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).
4 GW W
Issued By:
Date:
Date: / `A'2 ��?,
ON-SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 015-051-25
Property owner(s) JABAAY Day phone
Mailing address 9201 STRUTZ AVE ANCH AK
Site address SAME
Legal description (Sub'd., Block & Lot) COHOE LOT 12
Legal description (Township, Range & Section)
Lot Size 14008 Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(® all that apply)
Absorption Field
0
Initial
Single Family (SF) 0
Septic Tank
0
Upgrade ❑
(w/wo ADU)
Holding Tank
❑
Renewal EJDuplex
(D) ❑
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 Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees: 1'x,12.. Waiver Fees:
Date of Payment: IIA -1 /3 Date of Payment:
Receipt Number: 02-1 `10 "�) Receipt Number:
Permit No. _055 2.31 X9.6 Waiver No.
GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc
July 21, 2024
Municipalities of Anchorage
On -Site Water and Waste Water Section
4700 Elmore Rd
Anchorage, Alaska
Phone 343-7904
Re: New well & septic permit change order
Legal: COME LOT 12
To whom it may concern:
This is a request for a CHANGE ORDER for permit OSP 231396. The new soil
log is attached showing GM soils for the entire test hole depth. The perc rate was
24 minutes per inch so the leach field has been revised, see the site plan. Water
was observed at 14 feet therefore the separation is 5 feet with the required
additional foot separation. The neighbors septic pipe was located and measured at
103' from the CO to the property line, see the site plan. The well has been drilled
and shown correctly on the site plan.
This change order for the septic design will not impact any of the surrounding
neighbors.
Sincerely /&/,
Michael N. Anderson, P.E.
4661 Natrona
Anch, Ak 99516
Ph 727-8864
DESIGN CRITERIA:MOUN CI
TH#1 GRAD
0
4 BDRM X 150 = 600 GPD1,0 OG FILTER FABRIC
SOILS = 600/0.6 = 1000 GPD & INSULATION
1000 GA/7 x 2= 72 10 1.25"O PIPE
0.25"0 HOLES @ 48"
(1) TRENCH GM SEWER ROCK
8' DEEP
7.0' EFFECTIVE a.o
2.0' WIDE WU
72' LONG
-15.0
WATER AT 14', JUNE 2024 SEPTIC FIELD SECTION
---------------------------- --
- rv' PROPOSED �`1
— DRAINAGE FIELD ' — — --- ---
PROPERTY LINE __j
Ij I � ��
LOCATION OF PROPOSED _
(THEE NEIGHBORS WELL r ,
LEACH FIELD I %l,
LLj l PROPOSED HOUSE
I I Q l
I
�� I� I � i �� •��sE���Gr I --
li `1`O1
CLASS A WELL SSP i •
Z ---.
'
Septic Design Prepared for ..*xs"* 11��,,
OF
TI Building Group �. g"". ••••••• ..... qui
'`G'.,'� P i
COHOE SUBD. LT 12 i "'.� 49TM %. 0.
Anchorage, Alaska •.:.••
Michael N. Anderson' P.E. DATE: 11/21/2023 0j•MICH AEL N. ANDERSON;
4601 NATRONA AVE DRAWN: DJR �4 • No. CE 9469 ,:�� �►
•.,7-21-24 •,� ,�
ANCHORAGE, ALASKA 99516
(907) 345-3377 /FAX: (907) 345-1391 SCALE: 1 "=100' ��4411111;,���
— — — — — — — — — — — — — — — — — — — — — — — — — — — — —
1500 GALLON STEEL
STEP TANK, MAINTAIN 10' _
TANK TO HOUSE AND 5'
FROM TANK TO FIELD
SECONDARY FIELD,
/
APPLICATION RATE 2
% I ��i'•:\\\\ l.._._--�� --- — GPD/SF, 2'X8'X20'
10' UTILITY EASEMENT
NEW WELL HAS
BEEN INSTALLED
--k--IMT
5% SLOPE--
- It 103' t I /r `` l i r I 115-20% SLOPE
i 0i II J H#1
t
SURVEY
/ EASEMENT FOR
�Q P OPOSED �y' --"� II1M EXCAVATION
CO PIPE
FROM THEOFENC D, 103' I ,t Ri�F�q y HOUSE r l / \\\ 111+ 15-20% SLOPE
5% SLOPE
i
I
�.aaoo.
I (
EXISTING CLASS
"A" WELL 200'
RADIUS
/SEPTIC, GM SOILS, 1
/ PERC 28 MIN! INCH
�r r�
SEPTIC, GM SOILS,
}: \ PERC 22 MIN/ INCH
r \
\ / /'SEPTIC, GM SOILS, f //
�--"-- "�--\-----� I PERC 13 MIN! INCH r
I \
Septic Design Prepared for
TI Building Group
COHOE SUBD. LT 12
Anchorage, Alaska
Michael N. Anderson, P.E. DATE:
4601 NATRONA AVE DRAWN:
ANCHORAGE, ALASKA 99516
(907) 345-3377 / FAX: (907) 345-1391 SCALE:
49TH+
11!21/2023 II :MICHAEL N. ANDERSC
No. CE 9469
DJR
1"=50'
0
/
/
/
/
Municipality of Anchorage
Development Services Department
On -Site water and Wastewater Section
411111 4700 Elmore St,
P.O. Box 196650 Anchorage, AK 99519-6650
www.muni.org/onsite
(907)343-7904
\"%-� ••J�',►• rte',•..,-�=
:•49TH
X.
V*•• MICHAEL N. ANDERSON : � o
rr C -94 9 4!74-o
. 1 .
Soils Log - Percolation Test �lfF�f' •� .?:�.'��`�0'
Performed For: 0.0 y y r rysu _p _ Date Performed: ir1\�►h���'(�/(q�
Legal Description: G h '2 M LL9 (----r-�-
Z Township, Range, Section:
4
17- � e"
18-
19-
20 -
Site Plan
WAS GROUND WATER
ENCOUNTERED?
t
(Feet)
,
S
r �r 5 L
1-
o
Monitoring?
2-
Date:
ztr 71
3-
4-
5-
6-
G7 Ar'�
7-
8-
9-
10-
11-
12-
13-
14-
15j-
16_
Ir`
17- � e"
18-
19-
20 -
Site Plan
WAS GROUND WATER
ENCOUNTERED?
t
IF YES, AT WHAT DEPTH?
,
S
r �r 5 L
Depth to Water Atter
o
Monitoring?
..} E
E
Date:
ztr 71
• w-� (minucesnncn) NERC HOLE DIAMETER 1
COMMENTS TEST RUN BETWEEN �i FT AND Z. FT
PERFORMED BY: _ l'� f /¢, y I CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
t�