HomeMy WebLinkAboutEND OF THE ROAD LT 1 Onsite File
End of the Road
Lot 1
#041 - 033 - 23
Municipality of Anchorage
On -Site Water and Wastewater Section - (907) 343-7904 Page 1 of 3
ON -SITE WASTEWATER INSPECTION REPORT
Permit Number: _OSP 191001 PID Number: 041-033-23
Dwelling: FK Single Family (SF) ❑ with ADU R Duplex (D) R Two Single Family Project: RE New [__1 Upgrade
Name
JAMES GLOVER (BUILDER)
ABSORPTION FIELD WEST/EAST
R Deep Trench Oil Wide Trench R Bed El Mound
Site Address
-NHN TULUGAK CIRCLE *ANCHORAGE, AK
El Other
Phone
Number of Bedrooms
Soil Rating
depth from original grade
907-350-7785
15
1.2 GPD/SF
ITotal
*6.54/6.0 MAX Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
. SEE DWG. Ft.
Gravel depth beneath pipe
-3,35/'3.46 Ft.
Subdivision Block Lot
END OF THE ROAD; LOT 1
Fill added above original grade
SEE DWG. Ft.
Gravel length
44//44 Ft.
Township Range Section
Gravel width
5/5 Ft.
Beds: Number of Lines
Distance betweenlines
Ft.
SEPARATION DISTANCES
To
Septic
Absorption
Lift Station
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Tank
Line
400/407=807 Ft2
2
101+ Ft.
Well
100,+
100,+
25'+
TANK 9 Septic F-1 S.T.E.P. 171 Holding El Other
Manufacturer Capacity
INFILTRATOR 1530 Gal.
Surface Water
100'+
1001+
Material
Number of compartments
Lot Line
5'-+
10'+
NA
H D P E
2
Foundation
101+
101+
z
LIFT STATION
Manufacturer
Capacity
Remarks *DESIGN CHANGED VERBALLY DISCUSSED
Gal.
WITH DEB IAIOCKENFUSS AT MOA DURING INSTALL
Alarm location
Electrical installed by,
Installer
PIPE MATERIAL House to tank D3034 Tank to D3034
d ,ainfield
HR REDMOND
Drainfield D3034 CO/MT D3034
Inspector DAVID GARNESS & TIM ECKLUND
BENCH MARK (Assumed elevation) 124.48 ft
Inspdates: 2 nd ection 15, 6/2812019 7/2/2019
Location and description
Yd 7/10/19 4 th
TOP OF MANHOLE
ON -SITE WATER AND WASTEWATER SECTION APPROVAL
Engineer's Stamp
Conditional Approval: Date
.. �no
T
. .... ............
Septic System
Approved CAA i Date 117;fiel
y A. Gorness.,
Cl�-79�3
ki
/ I.q. A
Note: this approva does not include well permit requireme S.
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PERMIT NUMBER: RECORD
PARCEL ID NUMBER: I
OSP191001 DRAWING 041-033-23
A B C 1
13.1 21.7 �
)
i FC01
FCO2
13.2
21.8
DBL1
82.3
93.1
121.5
DBL2
83.9
95.0
123.5
MH
86.5
98.0
126.6
ST1
93.8
106.5
135.3
DBL3
98.0
111.3
140.2
DBL4
99.7
113.2
142.2
C01
153.3
162.7
187.2
FS
155.7
165.1
189.E
DBL5
165.1
175.9
201.1
DBL6
166.0
177.1
202.4
CO2
167.9
179.4
205.0
MT1
168.5
180.6
206.7
CO3
193.1
209.3
237.8
MT2
194.1
210A
238.3
DBL7
187.9
197.5
221.4
DBL8
191.8
198.6
222.6
C04
191.5
202.1
226.5
MT3
191.8
203.0
227.9
C05
217.7
232.4
259.5
MT4
218.1
232.2
259.0
O
\ f <
_ :..•'
- -- - --'"- EAEASEMENT
DOUBLE ~~ 1
-- CLEANOUTS -
WELL
(DBL1 & DBL2)-
r
NEW IM-1530INFILTRATOR
PLASTIC
SEPTIC TANK
w r
DOUBLE
2
CLEANOUTS
(DBL3 &DBL4)-.�+
r
N
1u
F
r
SCALE:
/
1' = 40'
FLOW
co
'
SPUTTER (FS)
DOUBLE
DOUBLE
CLEANOUTS
CLEANOUTS
(DBL5 &DBL6)
(DBL7 8 DBLS)�
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2009 T.H. BY
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MT
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S��pJSE i
CLEANOUTS
(FC01 & FCO2)
IN TESTHOLE
8'x40' CONEX
LU
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Sz• 34 . ' , �
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8'x40' CONEX-
RESERVE DRAINFIELD
SITE. CONEXS WILL BE
REQUIRED TO BE
REMOVED
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ENGINEERING ., SALES w CONSULTING r r
3701 E. TUDOR ROAD. SUrTE 101 -ANCHORAGE. AK 99507-PHONE (907) 3378179 - FAX (907)338.324$' WEBS(TE-O.,...V.. -
•e ....... uuwo.-u.. ...
PREPARED FOR PHONE NUMBER PAGE NUMBER r ' ••,•• 0
♦ c^ : effrey A mess r
C/O GRIFFIN SMITH / MARSHALL CONST. 907-727-2210 2 OF 3 sj�i •• C -79 3 -•'
LEGAL DESCRIPTION: DRAWN BY: * �J • \
END OF THE ROAD; LOT 1 J.L.M.
�1 Ff.. ! ��'��•�
TYPE OF WORK: DATE: LICENSE+�11 "" ESS\ - ♦.
RECORD DRAWING OF NEW SEPTIC SYSTEM 1/20/2025 #AECCW �*�A►l�'►��
PERMIT NUMBER: RECORD DRAWING I N G PARCEL ID NUMBER:
>.SF? 1 �1 G01041-033-23
TOP OF TANK AT
OUTLET = 120.30
INVERT OF PIPE
AT INLET = 119.67
ORIGINAL GRADE AT
HIGHEST POINT = 103.58
2009 T.H.
WEST
I
3.35'
1
TOP OF MANHOLE = 124.48
FINAL GRADE = 123.61-124.11
MH ST1
PPE2" OF INSULATION ATTOP NLETF=1ANK
20 30
R THE CONTRACTOR
NEW IM•1530 INFILTRATOR
2-COMPARTMENT SEPTIC TANK
FINAL GRADE = 105.7-107.2
r FILTER FABRIC
INVERT OF PIPE = 100.39
ORIGINAL GRADE AT
HIGHEST POINT = 105.51
BOTTOM OF TRENCH = 97.04
i
3.46'
1
EAST
INVERT OF PIPE
AT OUTLET = 119.41
FINAL GRADE = 106.8-108.5
2009 T.H.
LTER FABRIC
. INVERT OF
PIPE = 102.97
— BOTTOM OF
TRENCH = 99.51
RELATIVE ELEVATION OF
BOTTOM OF T.H. = 92.01
RELATIVE ELEVATION OF BOTTOM OF T.H. = 90.08 GW AT 92.51 PER MOA RECORDS
GW AT 90.38 PER MOA RECORDS
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LICENSE
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3707 E. TUDOR ,SUITE 907 h16HbRAGE; 9K 99507 - Ht3NE-(9MP7r5T`79 `FIdC'(907) 338-3'bi6 ` T8$ITE: vww.gamessengmeenng.com
PARED FOR: PHONE NUMBER:
PAGE NUMBER:
3 OF 3
PROJECT/LEGAL DESCRIPTION: ra ? t
rIII�c S T
DRAWN BY:
D.J.G.
RECORD DRAWING
DATE:
11/7/2019
<
%
4700 cin-toreRoad
P.O. Sox 196650 Anchorclge, A.",K' 99507 E T Y
Mark Begich T
Mayor
(907) 3-2-79,04
Well Log
Permit Number. OSPI91001 Date of Issue:5/9/19
Date Started. 7/10/19 Date Completed: 7/12/19 Is well located at approved pen -nit location!! Lxj Yes H No
Legal Description: End of Road sub. Lotl G:2143
Property Owner Name & Address: Lee Sean M & Sharon H
Borehole Data:
Soil Type, Thickmcss & Water Strata
Depth
From
(ft)
TO
Method of Drilling Lxj air rotary Lj cable toot
Casing type: steel
Wall Thickness: .250 inches
Diameter: 6 inches Depth: 50 — feet
--
Liner Type: PVC
Diameter: 4-5 inches Depth-25'tO 245'
Casing stick-up above ground: 2 feet
Static water level (from -round level): flowing
Pumping level: feet after
hours pumping gpm,
Recovery Rate: 10 glim
Method of Testing: airlift
stickup
0
2
silt & gravel
2
--
8
rocky
8
is
bedrock
is
245
Well Intake Opening Type:
n Open End nx Open Hole
n Screened Start feet Stopped feet
] Perforations Start feet Stopped feet
Grout Type: Bentonite Volame:gcanules
Depth: 20' Start 0 feet Stopped 20 feet
Pump.- Intake Depth 210 feet
Pump size 3/4 hp Brand Name Grundfos SQE
Well Disinfected Upon Completion? nx Yes n No
Method of Disinfection: chlorine tablets
Comments: Oversized drilled and grouted casing in
bedrock per muni code.
Well Driller: Hefty Drilling, Inc.
3540 Akula Dr.
Anchorage, AK 99516
Water Sample Results -
Arsenic: NO
7- 1 Y Nitrates: /V9
Tota Coliform Bacteria: '��T 4
Other Bacteria:
ugIL
mg/L
colonies/100m1,
col/100ml-
Attention: The well driller shall provide a well log to DSD within 30 days of completion.
Development Services Department
�.� Building Safety Division
On -Site Water & Wastewater Program o E s
4700 Elmore Road '
Z
P.O. Box 196650 c
Mark Begich Anchorage, AK 99507 s E T Y
Mayor www.muni.org/onsite
(907)343-7904
Pump Installation Log
Well Drilling Permit Number: SW OSP191001 Date of Issue: 5/9/2019
Parcel Identification Number: 041-033-23
II Legal Description II Property Owner Name & Address: II
End of the Road LT 1 G:143 Sean & Sharon Lee
Pump Installation Date: 10/7/2019
Pump Intake Depth Below Top of Well Casing: 210
Pump Manufacturer's Name: Grundfos
Pump Model: 10SOE07-240
Pump Size .75 hp
Pitless Adapter Burial Depth: 10 feet
Pitless Adapter Manufacturer's Name: Cambell 1310
Pitless Adapter Installer: Unknown
Well Disinfected Upon Completion? ✓0 Yes ❑ No
Method of Disinfection: Chlorine Tabs
Comments:
Pump Installer Name: Johnny Kay
Hefty Drilling, Inc.
feet
Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation.
LOT 2A
\ - BOCK 5
\ TULUGAK PLAT#2011-20
CIR (S 89.53'09" W 469.07')
LOT 3
BLOCK 5 I I V
PLAT#97-113
/ GATE III I / \ CENTERLINE OF DRAINAGE WAY
WETLAND EASEMENT SEE NOTE 4, PLAT #2010-39
it SEE NOTE 1, PLAT #2010-39
115' ACCESS ESMT -
DOC.#2002-006797 0 TRAIL EASEMENT
y \ \ SEE NOTE 10, PLAT #2010-39
16
o
00 I 100 WELL
�.1 �1 RADIUS
LOT 1
1961' 1� w / PLAT#2010-39
LOT 4
BLOCK 5
PLAT#99-133
10' T&E ESMT
LOT 5
BLOCK 5
PLAT#99-133
LO I i
RESIDENCE
0 I 1�
m I� 10' CEA ESMT
LL I DOC.#2018-042798-0
0
N i i
I i
mI j �._._ 169.9'
h40' co-w
I � 1 ROOF �
I iO
, VERAANG80
i
8'x40' CONE%
563 � 5'i
I �N 4 25' 19 19.3' LOT 2A
I PLAT#2019-73
I
245.0'
ICURVEIRTDIUSI
ARC
I DELTA
I CHORD BRIG .
CHORD
I TANGENT
I(Cl)
50.00'
69.15'
79-14'08"
S 39130' 13" W
63.77'
41.39'
0
0
0
rn
c0
_a
rn
0
0 UNSUBDIVIDED
ASPLS MORTGAGE LOCATION SURVEY NOTES:
NO TITLE REPORT WAS PERFORMED FOR THIS SURVEY, EASEMENTS SHOWN PER THE
RECORD PLAT. THERE MAY BE ADDITIONAL EASEMENTS NOT SHOWN HEREON. THIS
MORTGAGE LOCATION SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH ASPLS
MORTGAGE LOCATION SURVEY STANDARDS. IT IS A REPRESENTATION OF THE
CONDITIONS THAT WERE FOUND AT THE TIME OF THE SURVEY. THIS SURVEY DOES
NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES THAT
A SUBSEQUENT BOUNDARY SURVEY MAY DISCLOSE. THE INFORMATION CONTAINED IN
THIS DRAWING SHALL NOT BE USED TO ESTABLISH ANY FENCE, STRUCTURE, OR
OTHER IMPROVEMENTS. UNLESS GROSS NEGLIGENCE IS DISCOVERED, THE LIABILITY
EXTENT OF THE PREPARER SHALL BE LIMITED TO THE AMOUNT OF FEES COLLECTED
FOR SERVICES IN PREPARATION OF THIS PRODUCT.
LEGEND
() RECORD DATA PER PLAT #2010-39
0 FOUND 5/8" REBAR, PLASTIC CAP
- — — — -GRAVEL DRIVEWAY
o SEPTIC PIPE
SEPTIC TANK LID
® WELL
ROOF DECKING
0 CONCRETE
0' 80, 160'
SCALE: 1" = 80 FEET
(11"x17")
WINTER SURVEYNOTE: +/- 6I7VCIIES OF
SNOW ON -SITE AT TIME OF SURVEY. ONLY
VISIBLE IMPROVEMENTS SHOWN HEREON.
QF• AC�S,i�
*: 49TH ••*1
• Ryan G. Johnson. g,
�'• No. 192159 i
�i�f • 1/1712025,
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AW
11��fFSSIDNA���+•
AS -BUILT OF:
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://,tAvw.muni.org/onsite
On -Site Water & Wastewater System Permit
Permit Number: OSP191001
Tax Code Number: 04103323000
Site Legal Address: END OF THE ROAD LT 1 G:2143
Site Mailing Address:
Owner: LEE SEAN M & SHARON H
Design Engineer: GARNESS ENGINEERING GROUP LTD
This permit is for the construction of:
Z Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy
Effective Date
�p,u7t
t�Cpa1-1till L'llr
6/2g q
7/9// q 310,7\�
5/912019
Lot Size in Sq Ft: 352434
Total Bedrooms: 5
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:
`" The Engineer is required to do an additional percolation test prior to construction of the septic field. Please
submit stamped and signed results with the As -built Inspection Report. If the results require a design change,
construction of the system will stop pending On -Site review and approval.
61Z01q 6K '%D ,-r 6.C�
7Iglq Wei( -'o be Ar11Wx 30 G�esi', �wkrd c�ri�cway, Ql< lei 0. G,
Received B)
Issued By:
Date:
S t 1 :r---�-
1
Date:
MUNICIPALITY OF ANCHORAGE
Community Development Department Phone: 907-343-7904
Development Services Fax: 907- 343-7997
On-Site Water & Wastewater Program
Mayor Dan Sullivan
On-Site Sewer/Well Permit Application
For A Single Family Dwelling
Parcel I.D. 041-033-23
Property owner(s) JAMES GLOVER Day phone 907-350-7785
Mailing address NHN TULUGAK CIRCLE`ANCHORAGE,AK 99516
Site address NHN TULUGAK CIRCLE'ANCHORAGE,AK 99516
Legal description (Sub'd, Block& Lot) END OF THE ROAD; LOT 1
Legal description (Township, Section & Range)
Lot Size Sq.Ft. Number of Bedrooms 5
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING:
(gall that apply) Initial ® Single Family(SF)
Absorption Field ® (w/wo ADU)
Upgrade El
Septic Tank ® Duplex(D) ❑
Renewal ❑
Holding Tank ❑ Multiple Dwellings ❑
Privy ❑ (SF and/or D)
Private Well
Water Storage ❑
THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR:
N/A Distance: -
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal codes.
GARNESS ENGINEERING GROUP, Ltd.
(Signature of property owner or authorized agent)
Permit/Rush Fees: .462.0 Waiver Fees:
Date of Payment: /7 //et Date of Payment:
Receipt Number: 0.52g8G Receipt Number:
Permit No. OSP 191001 Waiver No.
(Rev.01/11)
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP191001, Deb Wockenfuss, 05/09/19
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP191001, Deb Wockenfuss, 05/09/19
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP191001, Deb Wockenfuss, 05/09/19
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP191001, Deb Wockenfuss, 05/09/19
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP191001, Deb Wockenfuss, 05/09/19
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP191001, Deb Wockenfuss, 05/09/19
