HomeMy WebLinkAboutSNOW CREST VIEW LT 15Snow Crest
View
Lot 15
#016-141-17
JAN 0 4 4019
Inspection Report_1-1-12.doc
Municipality of Anchorage
Community Development Department Page 1 of 2
On -Site Water and Wastewater Program
4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907) 343-7904
ON-SITE
WASTEWATER INSPECTION REPORT
Permit Number: OSP141481
PID Number: 016-141-17 ❑ New ❑✓ Upgrade
Name:
CJC HOLDING LLC
ABSORPTION FIELD
✓ Dee Trench ❑ Shallow Trench
❑ p E] Bed ❑Mound
Address
11440 LILLIAN LANE
❑ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
3
1.2 G PD/SF
15 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
5.0 Ft
Gravel depth beneath pipe
10.0 Ft.
Subdivision
Block Lot
SNOW CREST VIEW
15
Fill added above original grade
0.0 Ft.
Gravel length
25 Ft.
Township Range Section
Gravel width
2.OFt.
Beds: Number of Lines
N/A
Distance between lines
N/A Ft.
SEPARATION DISTANCES
To
Septic
Absorption
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Lift Station
Tank
Line
500 z
Ft
1
N/A Ft.
Well
200+
200+
N/A
( N/A
100+
TANK ❑ Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer
ANCHORAGE TANK
Capacity
1000GaI.
Surface Water
100+
100+
N/A
N/A
Material
Number of compartments
Lot Line
10.0+
10.0+
N/A
N/A
STEEL
2
NA
Foundation
5.0+
10.0+
N/A
N/A
LIFT STATION
Manufacturer
Capacity
Curtain Drain
50+
50+
N/A
N/A
Gal.
Remarks
Pump on level at
in.
Pump off level at
in.
High water alarm at
in.
Pump make and model
Electrical Inspections performed by
PIPE MATERIAL House to tank 3034 Tank to 3034
drainfield
Installer
A+ HOME SERVICES
Drainfield 3034 CO/MT 3034
Inspector PANNONE ENGINEERING SERVICES
BENCH MARK (Assumed elevation) 100.0 ft
Inspecttiones: 1si 4/14/15
4/14/15
Location and description
3" 4/20/15
2�d
41h
FRONT DOOR THRESHOLD
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL
Engineer's Stamp
OF A��Sl�!
Conditional Approval:
Date
��-
Steven (�. 0 'n one jd
DD
(JZJ�
E 8149 f
i AW
}�I�'0.
Approved
�
Date 1 j�
Inspection Report_1-1-12.doc
DESIGN PARAMETERS
7
PRIMARY SEPTIC SYSTEM
NO. BEDROOM: 3 (450 gpd) I _7SEPTIC AREA (E)
TANK SIZE: 1000a SEPTIC
-PERC RATE: 3 MPI JOAN CT
SOIL RATING: 1.2 CPD/SF
AREA ROD: 375 SF-
-SYS. TYPE: DEEP TRENCH- 10.0'ED ! ---- --- -- - --` s, L- �`��_ N
MIN LENGTH: 19LF
WELL (E)
LOI ;a
USED:
-25 LFx2'Wx10.0' E.D., 15,0' TD
3R
H30U
TOTAL AREA: 500 SF
3 SE
E)
o TO PRIVATE WELL
X x x
x
L
5
PIPES TO PREVENT
200,1DRIVING OVER
ORIVE'ViAv
TO CLASS 'A' ELL -
C1
k TANK & DRAINFIELD'
SEPTIC AREA (E) \Nfth. DRIVEV,AY!I
INSTALLED DRAIN FIELD i tSEPTIC AREA (E);
L -7 25LF x 2.0'W x 10.0'ED x 15'TD 3BR F —Ai I T
DRfVEWA- 17
INSTALLED CO AND MTI AT EACH END FED
A B
T1 9.5 19.2 INSTALLED 1000a SEPTIC TANK DECOMMISSIONED SEEPAGE PIT(E
T2 11.8 20.3 1 W/ DCO AFTER, INSTALLED PER MOA CODE
DCO 13.9 21.6 FOUNDATION CLEAN OUT DECOMMISSIONED SEPTIC TANK(E
Ci 17.7 15.0 PER MOA CODE'
mi 17.0 13,8
C2 29.1 19.1
- m2 27.9 17.9
z
0-
I:- Z)
Z)
n
< 0
0
0
0 z
Z
z
<
z
<
:)w<
QU
ui
w
5
U
U0
-
o d
I
O.G./F.G.
In r
1000g SEPTIC
TANK
PROFILE
SCALE: NTS
CONNECTED
TO CENTER I
DRAIN FIELD
NE SAND
2014
NOTES: PAMONE ENG SVC, LLC Date
RECORD DRAWING P.O. BOX 102954 ANCHORAGE, AK 99510 1/3/2019
PHONE (907) 745-8200 FAX (907) 745-8201 Scale
50'
. .. . .. ..... P.I.D. NO
SNOW CREST VIEW L15 016-141-17
CJC HOLDINGS LLC. :*Pannoiqe — - -
PERMIT NO.
DRAWN ACP
111440 LILLIAN LANE CE 8149 OSP141481
ANCHORAGE, AK Sheet
2 OF 2
On -Site Wastewater Disposal System Permit
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water & Wastewater Program
4700 Elmore Road, PO Box 196650
Anchorage, AK 99519-6650
Telephone: (907) 343-7904
Permit Number: OSP141481
Tax Code Number: 01614117000
Work Type: Septic Upgrade
Permit Effective Dates: November 07, 2014 to November 07, 2015
Design Engineer: PANNONE ENGINEERING SERVICE
Subdivision: SNOW CREST VIEW
Site Legal Address: SNOW CREST VIEW LT 15 G:2630
Owner/Address: BEJARANO EVE
PO BOX 113024 ANCHORAGE AK 995113024
Site Mailing Address: 11440 LILLIAN LN, Anchorage Lot Size in Sq Ft: 8910
Total Bedrooms: 3
This permit is for the construction of:
Y Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N Water Storage
All construction must 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 must notify the Development Services
Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either:
A. Open and Close on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received
Issued By
Pannone Engineering Services «C
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail: steve() pane neak.com
December 19, 2014
Municipality of Anchorage
Development Services Department
On -Site Water & Wastewater Program
4700 Elmore Road
Anchorage, Alaska 99519
Subject: Snow Crest View S/D Lot 15
Change in Bedrooms
Ladies and Gentlemen:
1. Spurkland Engineering: I have been asked to assist Spurkland Engineering with
completing some of their outstanding projects. As you know, Mr. Lars Spurkland passed away
suddenly.
2. Change in Bedrooms: The permit issued for the above project (OSP 14148 1) was issued
for two (2) bedrooms (as stated on the MoA Tax Roles). In reviewing the design, the future
requirement for this lot was for a three bedroom system. The design reflects a three bedroom
system. I request the permit be revised to a three (3) bedroom system based on the original
design approved.
3.
The proposed installation will not affect the future development of the surrounding or existing
lots. If you have any questions or concerns, please contact me at 272-8218.
Sincerely,
Steven R. Pannone, P.E.
Owner/Civil Engineer
Attachments:
Mailing: P.O. Box 100217, Anchorage, AK 99510-0217
Physical: 332 1/2 East Manor Ave, Anchorage, AK 99501
Telephone: (907) 272-8218 FAX: (907) 272-8211
MUNICIPALITY OF iS;J E
Community Development Department ~ ~'\ j' '~ "~ ~t\~' 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. 016-141-17
Property owner(s) JOSH STETSON
Mailing address 11440
Day phone
Site address LILLIAN LANE ANCHORAGE AK 99515
Legal description (Sub'd., Block & Lot) SNOW CREST VIEW LOT 15
Legal description (Township, Range & Section)
Lot Size .Sq. Ft. Number of Bedrooms 2
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
([~ all that apply)
Absorption Field [] Initial [] Single Family (SF) []
(w/we ADU)
Septic Tank [] Upgrade []
Duplex (D) []
Holding Tank [] Renewal []
Multiple Dwellings []
Privy [] (SF and/or D)
Private Well []
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
(~iii~ipPeaiio(: dwilr or authorized agent)
Permit/Rush Fees:
Date of Payment:
Receipt Number:
Permit No.
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
Permit App_9-1-12.doc
Spur land Engineering
Environmental Consulting and Design
SEPTIC SYSTEM DESIGN
SNOW CREST VIEW LOT 15
Municipality of Anchorage
Development Services Department
On Site Water and Wastewater Program
4700 Elmore Road
Anchorage, Alaska 99519
Subject:
Septic System Installation Permit
11440 Lillian Lane
October 27, 2014
Ladies and Gentlemen:
I am writing to request a septic system installation permit for the above referenced property. The
existing septic system did not meet COSA operational requirements. The proposed system will
serve a 2-bedroom single-family residence. Soil logs, design calculations, a site plan, design
drawings and construction specifications are enclosed for your review.
Design Cales: Groundwater not observed up fo a depth of 21 feet below ground surface
(9/24/14, 10/27/14).
Soil Rating. From Test hole 9/12/14
3 min/in = 1.2 gal per sq.ft./day
No. of Bedrooms 3
Required Area per Bedroom:. 150/1.2 = 125 sq.fi.
Total area required: E25 x 3 = 375 sq.ft.
System: We are proposing a 1000 gallon septic tank followed by a deep trench absorption field.
The absorption field will be 25 feet long and 2 feet wide and contain 10 feet (500 sq.ff, effective)
of sewer rock.
Soils: Test holes were excavated on September 12th,2014 by Pannone Engineering Services.
See the attached soil logs. Ground water monitoring will continue through construction of the
septic system. Groundwater was not observed on October 27, 2014.
Surface Water: There are no surface waters within one hundred feet of the proposed septic
system upgrade.
203 West 15t~ Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916
Fax: (866) 354-1597, Lspurkland~gci. net
Spurk[artd Engineering
Environmental Consulting and Design
I I
system upgrade.
Topography: The ground level is generally flat through the entire neighborhood.
Waivers: None
The installation of this septic system will not prevent wells and septic systems from being
installed on the adjacent lots. The proposed septic system will not change the general slope of
the area. Ponding and/or concentration of surface runoff will not result from this installation.
If you have any questions or concerns, please contact me at 279-3916.
Sincerely,
Civil Engineer
203 West 15m Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916
Fax: (866) 354-1597, Lspurldand~gci.net
I I
$/3
N
NOI'E: THIS I$ NOT ,4 SURVEYED PblC pIEII ~ SEPTIC
LOCATIONS TAI(~N F'RO~ ON-SITE VIAI~R AND I~AST£ PI,4TER
BEP/~RTIII£NT BOCIIMENrAi'ION. ALL LOCATIONS SIIOB~I AR~
$0 100 1SO £00 PSO SOO
S£A££' 1' = I00 ?~
SPURKI. AND ENGINEERING
£05 W l§rH, AVENUE
ANCH AK. 99501
(907) ,979-S916
SNOpI CREST FIEw LoT 15
EVE BEJARNO
11440 LILLIAN LANE ANCHO£AGE AK
SEPTIC SYSIE~ DESIGN
,DARE: OCT 24, ,9014
SHEEr, 1/3 GRID; SWP630
PERMII # OSPIlIOXX PI'D # 016-141-17 SNDWCRESIVIEWLIS, SCIOO~'DWG
II
17
16
SepticS-
~Are~
Uio CLASS
A200' WELL RAft/US, ROW
AROUND, AND EAST LOT
~ SURVEYEO BY REGISTERED
LAI~O SURVEYOR
~Sep~cicD-
/
INSTALL 3-BEOROOt, I SEPTIC SYSTEM
INSTALL 1000 GALLON SEPTIC TANK
TRENCH LEttG1X 25 FEET
TRENCH WIDTH 2 F~Er
~AX EXCAVATION O~PTH 15 FEET
ROCK fl£PTN I0 FEET
OOVER 5 FEET
DRIVE WAY
INSTALL £OUNOATION I D(ISTING ~EPTIC SYSTE¥
CLE4N
I
~ ~ ~ RE~glREMEN~
NOTE: SLORES EXCE~WI~ 25X P/~ NOT OBSERVED
Y/ffHIX 50 FEEl' ROYIN GI~IWENT OF WE PROPOSED
AESORPTION REID LOCATIOR.
/VOTE; IHIS IS NOT A SURVEYED PC4T. WELL ~ SEP11C
LOCATIONS TAA"T# FROt, I ON-SffE P/ATER AND NfASTE WATER
fl£PARI~ENI' DO~U~NTAI'ION. ALL LOCATIONS SXOWN ARE
APPROXIMATE,
;35 0 ,?.5 50 75 10~ 1,2~
$CALE~ 1' = 50 FT,
SPURKI. ANfl ENGINEERING
,903 IF 15TH AVENUE
ANCH, AK. 99501
(9~7) 279-3916
SNOWY £RE Y VIE Y LOT 15
JllSH STETSON
11440 LILLI~ LA~ ~H~46E AK ~515
SEPTIC SYSTEM DESIGN
BATE~ OCT ,97 pOI4
StlEET: 2/3 GRII~ $W2636
PERMIT # £$P141XXX Plfl # 016-141-17 SNDVCRESTVIEWLIS, SCSO. DIF5
Deep Trench,
2' Vide
25' Long
15' Max, Depth
18' Sewer Rock
5' Cover
NO SCALE
INSULATE LINE
UNDER fiRIVE~IAY
SFR
french Elevalion (TyP)
Monitor, ~ ~' ~. [J ~
10~0 FMI_LON ~PrlC r.~vg
10 Pt oP Septic Rock
SPURKLAND ENGINEERING
883 v 15TH, AVENUE
ANCH, AK, 99581
(987) 879-$916
SNOW' CR~,.qT VIEW' I, OT Iff SEPflC SYSTEM DESIGN
JOSH STETSON D,~TE, OCT 87,2814
11440 LILLIAN LANE ANCHORAGE AK 99515 SHEET, 3/3 GRIfl, SV£63fl
PERMIT # OSP 141XXX PID #858-£23-89 SNOVCRESTVIEVL15~3~VG
SOILS LOG - PERCOLATION TEST
TEST HOLE 1
SW V~RYFINESAND ~ ~ ~
WAS GROUND WATER SLOPE
14 ENCOUNTERED? N
~5 ~ IF YES, AT WHAT TH
DEPTH? -DRY X
~ DEPTH TO WATER AFTER
MONITORING? -DRY
1 ~ DATE: 9/~4/14
6OH
PEROLATION ~TE ~ ~mintinch~ PERC HOLE DIAMETER 6 inches
TEST RUN BE~EEN 7 FTAND 8 FT
Test mn for at least one hour. Last 3 readings reported
PERFORMED BY: Steven R. Pannone, P.E. I CE~IFY THAT THIS TEST WAS PERFORMED IN ACCORD~CE
WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
FOR CONSTRUCTION P.O. 80X 102954 AK 99510
PHONE (907) 272-8218 F*X (907) 272-8211 ~..' ~:J~l Sco,e
~OW C~EST VIEW, LOT 15 ~ 016-~41-17
JOSH STETSON
11440 LILL[AN LANE *~z~'.. ..';~&~ >saxxxxxx
SOILS LOG ANCHORAGE, AK 99515 'li~<¢~;;&,~q~ Sheet
WATER
READING DATE CLOCK NET TIME LEVEL NET DROP
TIME
READING
I 9/12/14 10:20 ___ 4-0 __
2 10:30 10 MIN 8-3/8 4-3/8
3 10:30 ___ 4-0 ___
4 10:40 10 MIN 7-1/2 3-3/4
5 10:40 --
6 10:50 10 MIN 7-3/8 3-3/8