HomeMy WebLinkAboutEND OF THE ROAD LT 3End of the
P-oad
Lot 3
#041-033-25
Municipality of Anchorage
On -Site Water and Wastewater Program • (907) 343-7904 Page 1 of 7
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP-141343 PID Number: 041-033-25
Dwelling: X Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: H New ❑ Upgrade
Name:
Susan Kruse
ABSORPTION FIELD
X Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound
Address
10400 Blackwolf Cr., Anchorage, AK 99507
❑ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
907-337-4165
5
1.2 GPD/SF
9.8 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
4,7 Ft.
Gravel depthbeneathpipe
5.1 Ft.
Subdivision Block Lot
End of the Road, Lot 3
Fill added above original grade
0 Ft.
Gravel length
68 Ft.
Township Range Section
12N 2W 6
Gravel width
3 Ft.
Beds: Number of Lines
1
Distance between lines
N/A Ft.
SEPARATION DISTANCES
To
Septic
Absorption
Lift Station
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Tank
Line
693 Ftp
1
0 Ft.
Well
140'
170'
>100'
>100'
76'
TANK ®Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer
Anchorage Tank
Capacity
I 1500 Gal.
Surface Water
100'+
100'+
>100'
>100'
Material
Number of compartments
Lot Line
60'+/-
46'+/-
>100'
>100'
STEEL
2
Foundation
35'
56'
>100'
>100'
LIFT STATION
Manufacturer
Capacity
Curtain Drain
>100'
>100'
I >100'
>100'
I
Gal.
Remarks Ground surface graded to drain and
Pump on level at
r .
Pump off lev
in.
High water alarm at
in.
stabilized. Seeding will be completed in
spring Of 2016.
Pump make odel
Electrical Inspections performed by
`There are no known lift stations, holding tanks, or curtain drains.
Installer
PIPE MATERIAL House to tank PVC -133034 Tankto PVC -D3034
drainfeld
GLW Enterprises
Drainfield PVC -133034 CO/MT PVC -133034
Inspector Dee High
BENCHMARK (Assumed elevation) 1275.77 ft
Insp10 9/8/14 9/10/14
Co-
cation and description
dates: 2nd
3'o 9/12/14 4" 10/28/15
FINISH FLOOR GARAGE
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL
Engineer's Stamp
♦wlil %
♦�F, OFA4 ���
Conditional Approval: Date
i P,.•''••••'••qS ��
%.. .. ..... 00!
,
�♦0 '0 NNIS EE H; v f
/
CE 5807 �; 'SAr
Approved t tm. Date
Inspection Report-9-1-12.doc
Permit No
OSP-141343
Legal Description:
Municipality of Anchorage Page 2 of 7
Development Services Department Date 11/23/15
BUILDING SAFETY DIVISION
P.O. Bog
196650 • Anchorage, AK 99519-6650 • Tel:
343-7904
Well &
On—Site Wastewater
Disposal
System
LOT 3,
END OF ROAD SUBDIVISION
Parcel ID No.
04103325
NOTES
1. ALL CONSTRUCTION WAS COMPLETED IN ACCORDANCE WITH CHAPTER 15.65.
WASTEWATER DISPOSAL REGULATIONS OF THE MUNICIPAL CODE.
2. CONTRACTOR INSTALLED 1500 GAL, TWO COMPARTMENT, STEEL SEPTIC TANK.
3. ALL PIPE IS PVC CONFORMING TO ASTM D3O34.
4. LOT 3, END OF THE ROAD IS BORDERED ON THE NORTH BY A PUBLIC ROAD,
(BLACKWOLF CIRCLE), ON THE EAST BY A 12.7 ACRE LOT WITH A SINGLE FAMILY HOUSE;
ON THE SOUTH BY CHUGIAK STATE PARK; AND ON THE WEST BY AN UNDEVELOPED
RESIDENTIAL LOT (4.6 ACRES).
5. LOT 3, END OF THE ROAD HAS A 6" RESIDENTIAL WELL DRILLED TO A DEPTH OF 247
FEET. THE WELL IS REPORTED TO PRODUCE 3 GPM.
6. THERE ARE NO EXISTING SPETIC SYSTEMS WITHIN 200 FEET OF THE PROPERTY LINE.
THE PROPOSED SYSTEM WILL NOT ADVERSELY IMPACT THE ADJACENT PROPERTIES.
7. THERE ARE NO STREAM, PONDS OR OTHER WATER BODIES ON OR WITH 150' OF THIS
LOT OR SEPTIC SYSTEM
DRAWMG
....
Fa!
�P ••. .••
,;�9 TH
;DENNIS DE IGF{, ♦
♦�9••• CE 58 •:.�
Profes500o��
DATE 1 � � IL
W.O. 101038 C. FILE 1O38CSPlR
Permit No.OSP-141343 Page 3 of 7
Municipality of Anchorage W.O. 131038
Development Services Department Date 11/23/15
BUILDING SAFETY DIVISION
P.O. Bog 196650 • Anchorage, AK 99519-6650 • Tel: 343-7904
Well & On—Site Wastewater Disposal System
Legal Description: LOT 3, END OF THE ROAD SUBDIVISION
SYSTEM DESIGN CALCULATIONS
1. NO. BEDROOMS = 5
2. USE DEEP TRENCH SYSTEM
PID No. 04103325
3. REQUIRED ABSORBTION AREA = (# BEDROOMS)(150 GPD/BR)
TRENCH APPLICATION RATE
(5)(150) = 625 SF
1.2*
4. ACTUAL ABSORPTION AREA,
TRENCH LENGTH= ABSORPTION AREA/(2 X DEPTH OF GRAVEL)
DEPTH OF GRAVEL = 5.0' INSTALLED 5_1' QA
LENGTH OF TRENCH = 62.5 L.F. INSTALLED 68 L.F. Q
ACTUAL ABSORBTION AREA = 693 S.F.QA
PERCOLATION RATE PIT & TRENCH
APPLICATION RATE
MOUND & BED
APPLICATION RATE
MIN/INCH
GPD/SF
GPD/SF
0-1
NOT SUITABLE
NOT SUITABLE
* 1-5
1.2
0.8
6-15
0.8
0.5
16-30
0.6
0.4
31-60
0.45
0.3
GREATER THAN 60
NOT SUITABLE
NOT SUITABLE
FILTER LAYER
1.0
.7
I.-.. A 12 11 MOA . F Rx 10.Y N
Permit No.OSP-141343 Page 4 of 7
Municipality of Anchorage W.O. 131038
Development Services Department Date 11/23/15
BUILDING SAFETY DIVISION
P.O. Box 196650 • Anchorage, AK 99519-6650• Tel: 343-7904
Well & On—Site Wastewater Disposal System
Legal Description: LOT 3, END OF THE ROAD SUBDIVISION PID No. 04103325
N
LOT 2
12.7 Ac
DRIVEWAY \\ \� EXISTINGNW RAVEL
LOT 3
F+ ' 3.57 AC.CR
\ \
94 100PROTECTIVE — I-0, w \ \
PQ WELL RADIUS a \ \
O LOT 4
�7 4.6 Aco / \ \
124
bu)� \ \
PROPOSED SEPTIC \ \ \
SYSTEM
TH#2
\THJ1
144.L
N89'58'30"E 412.00
lftgi_ 1 � t ;
CHUGACH STATE PARK
SM PLkN - OVIM YIR*
SCAM 1 = LOW
]2-01] A (2/91) MW W G i 10J0 m
CURVE
TABLE
CURVEI
RADIUS
I LENGTH CENTRAL ANGLE TANGENT CHORD
CHORD BEAR.
C71
50.00
109.12 125'02 49
96.15 88.72
S 34'22 09 W
C74 1
50.00
1229.35 1 262'49'09"
1 75.00
IS 09'45'11" E
C76 1165.54
1282.75 1 97'51 48
189.97 1249.61
IN 67'29 00 W
]2-01] A (2/91) MW W G i 10J0 m
Permit No
OSP-141343
Legal Description:
Municipality of Anchorage
Development Services Department
BUILDING SAFETY DIVISION
Page 5 of 7
W.O. 131038
Date 11/23/15
P.O. Box
196650
• Anchorage, AK 99519-6650• Tel:
343-7904
Well &
On—Site
Wastewater Disposal
System
LOT 3, END OF THE ROAD
PID No. 04103325
I
®WELL N
LOT 3
30' TEST 11 3.57 AC.
HOLE RADIUS
i SCALE: 1" = 30'
/ \ INSTALLED
/ FOUNDATION
/ CLEAN OUT /
� TH#2 \1 /
I� C.O. O I \ \ O
M.T. O \
1 PLACED 2 LAYERS OF
2" INSULATION OVER /
\ PIPE (60 PSI) WIDTH=4'
/ p O 100' PROTECTIVE
C.O.'S WELL RADIUS
�w O
o O� C.O.'S � INSTALLED 1500 GAL,
O M.T. 2 COMPARTMENT
w w TH#1 C O SEPTIC TANK WITH
(if4" OF INSULATION
LU
U} \ /
-ov m j
N89'58'30"E 412.00 _ _ CORD DRAWDiG
CHUGACH STATE PARKAr
• F, �FqG ��
P�,.........qs
PROPOSED SITE PLAN':.'*L
SCALE: 1"=30' 0. 0 ..............0.0...,
Permit No. OSP-141343 Page 6 of 7
Municipality of Anchorage W.O. 131038
Development Services Department Date 11/23/15
BUILDING SAFETY DIVISION
P.O. Box 196650 • Anchorage, AK 99519-6650• Tel: 343-7904
Well & On—Site Wastewater Disposal System
Legal Description: LOT 3, END OF THE ROAD SUBDIVISION
PID No. 04103325
28'
7 f
15' 34'
34'
HOUSE
C.O.'S C.O. M.T.
a
FUTURE FINISH
GRADE
1268.51
INSTALLED
FOUNDATION 2
C.O.
ORIGINAL GROUND/
FINISHED GRADE
PLACED 4"
INSULATION --__4t
PLACED 4"
09 INSULATION
PVC M T. CLEAN OUT
DRAIN 7
END OF
FROM 1271.3
1266.2
TRENCH
HOUSE
1266.1
0.0%
SEPT. TAN
1500 GAL
4" PVC PIPE
1263.8
1263.8
4" PERF.
PVC PIPE
*ALL ELEVATIONS ARE TO
INVERT OF
PIPE UNLESS
OTHERWISE
NOTED
PROFILEOF
NJ
TRENCH M
SCALE: NTS
RECORD DRAWING
OF AtqS*�
Ar
`?:49TH
yt;
0(. .... ...s........0
...� ........ ..•.......0
♦ _)P,3;DENNIS
E HIGH'
��� �•.�
CE 5807
'4,'
iof s6c& w
u�i
DATE
Permit No. OSP-141343
Page 7 of 7
Municipality of Anchorage W.O. 131038
Development Services Department Date 11/23/15
BUILDING SAFETY DIVISION
P.O. Box 196650 • Anchorage, AK 99519-6650 • Tel: 343-7904
Well & On—Site Wastewater Disposal System
Legal Description: LOT 3, END OF THE ROAD SUBDIVISION
PID No. 04103325
ORIGINAL GRADE
TH#1
r, --FINISH GRADE—
ORGANIC/OVER BURDEN (PT) I
1.5' N INSTALL 2 LAYER OF 2" INSULATION
FROM HOUSE TO TANK (60 PSI)
GEOTEXTILE FABRIC
SILTY SANDY
GRAVEL 12% SILT (GP) 0Ug4" PERFORATED PIPE
SEE NOTE 3, SHEET 2
5
di SEPTIC ROCK PER
M.O.A. SPECIFICATIONS
SLIGHTLY SILTY 10.0'
SANDY GRAVEL (GP)
Z
r:. TO
� WA
16' B.O.T. RECORD DRAWING
�...,
TO BEDROCK OR
IMPERMEABLE LAYER cF, � ... 'd k.
SCALE-- NM
103BCSP5R
W.O.# 131038
DHI CONSULTING ENGINEERS
800 E. DIMOND BLVD. SUITE 3-545
ANCHORAGE, ALASKA 99515
SOILS LOG -PERCOLATION TEST
TEST HOLE LOG #2
*'*�%vk\
4P 01
OFAt �
• ..�...0
;DENNI DE I H; �&
9• l CAr
PERFORMED FOR: SUSAN KRUSE DATE PERFORMED: 9/8/14 �I;�erP.,C::•.:,.'=
LEGAL DESCRIPTION: LOT 3, END OF THE ROAD SUBDIVISION 44 °�'rofess+ol`O��
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
TH #2
ORGANIC/OVER BURDEN (PT)
SLIGHTLY SILTY
SAND GRAVEL (GP)
B.O.H.
SLOPE
Dote: _9/10/14
SITE PLAN
WAS GROUND WATER S
ENCOUNTERED ? NO L
0
IF YES, AT WHAT P
DEPTH ? E #449
DEPTH OF WATER
AFTER MONITORING ? NONE DATE: _ 8/1/13
READING
DATE
GROW TME NET
TME
DEPTH
NET DROP
PERG RATE
1.
9/8/14
7:45
MIN
6.
6.
1.29
2.
9/8/14
7:48
MIN
6.
6'
1.30
3.
9/8/14
7:47
MIN
6"
6'
1.30
PERCOLATION RATE: 1.30 (MINUTES/INCH.) PERCHOLE DIAMETER: 6..
TEST RUN BETWEEN: 3.0 FT. AND 3.5 FT.
COMMENTS: THE SOILS WERE PRE-SOAKED PRIOR TO STARTING THE PERCOLATION TEST.
PERFORMED BY: DHI CONSULTING ENGINEERS. I DEE HIGH CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 09/08/14 1038CSS1D
M -w arguing, rte.
OP -0. Box 110389*Anghorage, AK 99811•
•907-345-4000 • 907-345-3287 Foxe
Job No. 14-127
Well Owner. Hall, Hobert KnW, Susan Ube of WWI: Domestic
Iegal DOWPtlant End of the ftoid Lot moots
Dr1N Metho& Air rota Hft Dapft 247'
OeaingSim- 8' Ceeadto 1 74• Mauft 87 AB Vale
Well OwVWtlon: OPsnend X Brien - - Patfmated Method
SwwVPirforition deco *don — --
QmM laxse: ( ) SaCWA) or Banton gran
Wen Oeieelopntent r and water
well DkWdittocL YMOM= meach
ftcltsitat 3 GPMror 14 afdmwdown
NNlhed: SubmerolerLaim 1-0D'
StaRDatx —� nt)ii-M !DOW _9!4134
Tan PMP Deft9/ /" F#ql PumphnNNN Deix .
..evelopment Services Departmel,
Building Safety Division
On -Site Water & Wastewater Program
M!
4700 Elmore Road
P.O. Box 196650
Mark Begich Anchorage, AK 99507
Mayor
www.muni oro/onsite
(907)343-7904
Pump Installation Log
Well Drilling Permit Number: SW OSP141343 Date of Issue: 08/27/14
Parcel Identification Number: 041-033-25
Legal Descrip
End of the Road
Lt 3
Pump Installation Date: 9/16/14
Pump Intake Depth Below Top of Well Casing: 234.3 feet
Pump Manufacturer's Name: Goulds
Pump Model:105BO5411
Pump Size .5 hp
Pitless Adapter Burial Depth: 13.3 feet
Pitless Adapter Manufacturer's Name: MAASS
Pitless Adapter Installer: MW Drilling, Inc.
Well Disinfected Upon Completion? R] YesEl No
Method of Disinfection: Bleach
Comments:
Pump Installer Name: MW Drilling, Inc.
rroperty Owner Name & Address:
Robert Hall & Susan Kruse
9875 Middle Rock Road
Anchorage AK 99507
Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation.
EXISTING GRAVEL
DRIVEWAY
\
\ " /
'//\-15' T&E \ \ \
/ ESM'T \
5' SNOW
ESM'T LOT 3 \ \
LEGEND
SYMBOL
DESCRIPTION
CUM TAM
BOUNDARY LINE
CURVE
-- -"
ADJACENT PROPERTY LINES
--
CENTERLINE OF R.O.W.
-------
EASEMENT LINES
T & E
TELECOMMUNICATIONS
S 34'22 T9W
& ELECTRICAL
F 3.57 AC. GRAVEL DRIVE- \ \
0 ' WAY UNDER y \
CONSTRUCTION \ \
Q ' 100' PROTECTIVE �
W WELL RADIUS
a LOT 4
4.6 Ac
STEEL WELL
z M k, CASING
\ ' o \
I FOUNDATION / 0' \ \
CLEANOUT / o \ \
'R \`/ UN y E \ ��
\ /%` FOUNDATION -HOUSE
UNDER CONSTRUCTION _
ABSORPTION SEE DET. 1 SHT 2 -
FIELD � LOT 2
_
N89'58'30"E 412.00
CHUGACH STATE PARK
MONITORING -
TUBE -2 TYP
1 -WELL
\ CLER
_
OUT
T•1.yho : (07p"-1306 r x (9071000-1383
MS R. Da1Wa - e7Ri s"M% ANCOMILM AtAM MHS
131038 FUMY. rat 1038CSPiSIsCALE 1"=100' JDATE 11/20/15
2143 F.B: •
"STE cASEL WELLN
NOTES
1. THE PROPERTY BOUNDARY IS SHOWN
PER THE PLAT OF "END OF THE ROAD"
SUBDIVISION. PLAT NO. 2010-39
2. DRIVEWAY, PARKING PAD AND HOUSE
ARE UNDER CONSTRUCTION AT THE TIME
OF THIS SURVEY.
FA
VE
WELL PRAADTIUS
� I
i
& OF AZ,q
DEE("GH
J/
i• •. LS -968 �
r
DATE arm++++11/24/5
CERTIFICATION
L Dee High. a Registered Professional Land Surveyor, do
hereby eertify that a survey of the property described
hereon hu been performed by me or under my direct
the thus of h1
that existing improvements visible at
Murray are shown hereon. It is the
responsibility of the owner to determine the existence
of any easements, covenants, or restrictions. Under no
circumstances should any data hereon be used for
construction or for establishing fence or boundary lines.
LOT 3, END OF ROAD
AS -BUILT SURVEY
2015
SWING
=
CUM TAM
NO
CURVE
RADIUS
LENGTH
1 CENTRAL ANGLE ITANGENTI CHORD
CHORD BEAR.
C1
50.00
109.12
125'02 49 96.15 88.72
S 34'22 T9W
C2
50.00
1229.35
1 26249'09" 1 1 75.001S
09'45'11 E
C3
165.54
1 282.75
1 97'51'48- 189.97 1249.61
IN 67'29 W'
MONITORING -
TUBE -2 TYP
1 -WELL
\ CLER
_
OUT
T•1.yho : (07p"-1306 r x (9071000-1383
MS R. Da1Wa - e7Ri s"M% ANCOMILM AtAM MHS
131038 FUMY. rat 1038CSPiSIsCALE 1"=100' JDATE 11/20/15
2143 F.B: •
"STE cASEL WELLN
NOTES
1. THE PROPERTY BOUNDARY IS SHOWN
PER THE PLAT OF "END OF THE ROAD"
SUBDIVISION. PLAT NO. 2010-39
2. DRIVEWAY, PARKING PAD AND HOUSE
ARE UNDER CONSTRUCTION AT THE TIME
OF THIS SURVEY.
FA
VE
WELL PRAADTIUS
� I
i
& OF AZ,q
DEE("GH
J/
i• •. LS -968 �
r
DATE arm++++11/24/5
CERTIFICATION
L Dee High. a Registered Professional Land Surveyor, do
hereby eertify that a survey of the property described
hereon hu been performed by me or under my direct
the thus of h1
that existing improvements visible at
Murray are shown hereon. It is the
responsibility of the owner to determine the existence
of any easements, covenants, or restrictions. Under no
circumstances should any data hereon be used for
construction or for establishing fence or boundary lines.
LOT 3, END OF ROAD
AS -BUILT SURVEY
2015
SWING
=
TABLE
NO
A B
C
DESCRIPTION
1
144.1 92.9
CLEANOUT
2
148.2 94.9
MONITURING TUBE
3
46.6 50.1
AN
4
109.0 29:1
NXr-
5
32.9
67.9aCLEANOUT6
36.3
69.47
44:0
73:68
47.9
75.89
53:1
79.110
56.6
80:411
MONITORING -
TUBE -2 TYP
1 -WELL
\ CLER
_
OUT
T•1.yho : (07p"-1306 r x (9071000-1383
MS R. Da1Wa - e7Ri s"M% ANCOMILM AtAM MHS
131038 FUMY. rat 1038CSPiSIsCALE 1"=100' JDATE 11/20/15
2143 F.B: •
"STE cASEL WELLN
NOTES
1. THE PROPERTY BOUNDARY IS SHOWN
PER THE PLAT OF "END OF THE ROAD"
SUBDIVISION. PLAT NO. 2010-39
2. DRIVEWAY, PARKING PAD AND HOUSE
ARE UNDER CONSTRUCTION AT THE TIME
OF THIS SURVEY.
FA
VE
WELL PRAADTIUS
� I
i
& OF AZ,q
DEE("GH
J/
i• •. LS -968 �
r
DATE arm++++11/24/5
CERTIFICATION
L Dee High. a Registered Professional Land Surveyor, do
hereby eertify that a survey of the property described
hereon hu been performed by me or under my direct
the thus of h1
that existing improvements visible at
Murray are shown hereon. It is the
responsibility of the owner to determine the existence
of any easements, covenants, or restrictions. Under no
circumstances should any data hereon be used for
construction or for establishing fence or boundary lines.
LOT 3, END OF ROAD
AS -BUILT SURVEY
2015
On -Site Water & Wastewater 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: OSP141343
Tax Code Number: 04103325000
Work Type: WellSeptic Renewal
Permit Effective Dates: August 27, 2014
Design Engineer: DEE HIGH
Subdivision: END OF THE ROAD
to August 27, 2015
Site Legal Address: END OF THE ROAD LT 3 G:2143
Owner/Address: HALL ROBERT J &
KRUSE SUSAN L 9875 MIDDLE ROCK ROAD ANCHORAGE AK 995071287
Site Mailing Address: 10400 BLACKWOLF CIR, Anchorage
This permit is for the construction of:
Y Disposal Field Y Septic Tank N Holding Tank N Privy
Lot Size in Sq Ft: 155602
Total Bedrooms: 5
Y 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:
MUNICIPALITY OF ANCHORAGE
Community Development Department Phone: 907-343-7904
Development Services Division Fax: 907-343-7997
On -Site Water & Wastewater Program
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcell.D. 041-033-25
Property owner(s) Susan Kruse Day phone 907-344-1385
Mailing address c/o Dee High 800 E Dimond Blvd. Ste. 3-640, Anchorage, AK 99515
Site address
Legal description (Sub'd., Block & Lot) Lot 3, End of the Road Subdivision
Legal description (Township, Range & Section)
Lot Size 155509 Sq. Ft.
APPLICATION IS FOR:
(® all that apply)
Absorption Field
19
Septic Tank
IN
Holding Tank
❑
Privy
❑
Private Well
0
Water Storage
❑
Number of Bedrooms 5
APPLICATION IS AN:
TYPE OF DWELLING:
Initial =EiL_
Single Family (SF) ❑X
(w/wo ADU)
Upgrade ❑
Duplex (D) ❑
Renewal
Multiple Dwellings ❑
(SF and/or D)
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
applicable Municipal Codes.
authorized agent)
Permit/Rush Fees: AE�F_ Waiver Fees:
Date of Payment:
Receipt Number:
Permit No. ose 1413 5(3
Permit App_-'-: - ::...:c:
Date of Payment:
Receipt Number:
Waiver No.
On -Site Water & Wastewater 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: OSP131247
Tax Code Number: 04103325000
Work Type: WellSeptic
Permit Effective Dates: August 20, 2013 to August 20, 2014
Design Engineer: DHI CONSULTING ENGINEERS
Subdivision: END OF THE ROAD
Site Legal Address: END OF THE ROAD LT 3 G:2143
Owner/Address: HALL ROBERT J &
KRUSE SUSAN L 9875 MIDDLE ROCK ROAD ANCHORAGE AK 995071287
Lot Size in Sq Ft: 155602
Site Mailing Address: Total Bedrooms: 'A" S
This permit is for the construction of:
Y Disposal Field Y Septic Tank N Holding Tank N Privy Y 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
MUNICIPALITY OF
Community Development Department
Development Services Division (O*D
On -Site Water & Wastewater Program
ANCHORAGE
Phone: 907-343-7904
Fax: 907-343-7997
ON-SITE SEWER/WELL PERMIT APPLICATION
Paroel I.D.—
Property owner(s) SusA L,� FLuuse_ Day phone _ J° t - k las
Mailing address % �,� Arlo L
Site address„
Legal description (Sub'd., Block & Lot)
Legal description (Township, Range & Section) L,ur I EHdmGe„sci rule/
Lot Size y. to Re Sq. Ft. Number of Bedrooms yL 5
APPLICATION IS FOR:
APPLICATION IS AN: TYPE OF DWELLING:
(0 all that apply)
Absorption Field 21�
Initial Single Family (SF)
Septic Tank
Upgrade ❑ (w/wo ADU)
Holding Tank ❑
Renewal ❑ Duplex (D)_ ❑
Privy ❑
Multiple Dwellings ❑
(SF and/or D)
Private Well y(�
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
applicable Municipal Codes.
or authorized
Permit/Rush Fees: I?&
Date of Payment: 2W8
Receipt Number: 016-233'
Permit No. 05 IP 131A1
Permit App_9-1-12.doc
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
Permit No. OSP-131247 Go Page 1 of 7
Municipality of Anchorage 9
Development Services Department Date 6/18/14
BUILDING SAFETY DIVISION
P.O. Boa 196650 • Anchorage, AK 99519-6650• Tel: 343-7904
Proposed Well & On—Site Wastewater Disposal System
Legal Description: LOT 3, END OF ROAD SUBDIVISION Parcel ID No. 4103325
SITE NARRATIVE
LOT 3, END OF THE ROAD IS BORDERED ON THE NORTH BY A
ROAD, (BLACKWOLF
CIRCLE), ON THE EAST BY A 12.7 ACRE LOT WITH A SINGLE FAMILY HOUSE; ON THE
SOUTH BY CHUGIAK STATE PARK; AND ON THE WEST BY AN UNDEVELOPED RESIDENTIAL
LOT (4.6 ACRES).
LOT 3 IS BEING DEVELOPED WITH A FFIVE (5) BEDROOM SINGLE FAMILY HOME.
WELLS:
THE DEVELOPMENT CALLS FOR ONE, 6" RESIDENTIAL WELL. WELLS IN THE AREA HAVE
BEEN FINDING WATER AT ABOUT 150 FEET. BASED ON THE PAST RESULT WE EXPECT THE
WELL TO PRODUCE IN EXCESS OF 5 GPM.
THE ONLY LOT THAT HAS BEEN DEVELOPED HAS A WELL WHICH SETS MORE THAN 200
FEET EAST OF THIS BOUNDARY. IT PRODUCES ABOUT 15 GPM.
A WELL ON THIS LOT IS
NOT EXPECTED TO IMPACT EXISTING OR FUTURE WELLS.
SEPTIC SYSTEMS:
THERE ARE NO EXISTING SPETIC SYSTEMS WITHIN 200 FEET OF
THE PROPERTY LINE.
THE PROPOSED SYSTEM WILL NOT ADVERSELY IMPACT ANY OF
THE ADJACENT
PROPERTIES.
DRAINAGE:
THERE ARE NO STREAM, PONDS OR OTHER WATER BODIES ON
OR WITH 150' OF THIS LOT
OR SEPTIC SYSTEM.
OFq�q���
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Ar TH
%. 600660 6...
00090 .000008 goo* 6.0
.DENNIS D E HIG f
•.o CE 5807 a
•••......•••\ 4&
Vg
DATE V%k -ib-
W.O. 101038
C. FILE 1038CSP1D
SYSTEM DESIGN CALCULATIONS
1. NO. BEDROOMS = 5
2. USE DEEP TRENCH SYSTEM
3. ABSORBTION AREA = (# BEDROOMS)(150 GPD/BR)
TRENCH APPLICATION RATE
(5)(150) = 625 SF
1.2*
4. TRENCH LENGTH= ABSORPTION AREA/(2 X DEPTH OF GRAVEL)
IF DEPTH OF GRAVEL = 5'
THEN LENGTH OF TRENCH = 62.5 L.F.
PERCOLATION RATE PIT & TRENCH MOUND & BED
APPLICATION RATE APPLICATION RATE
MIN/INCH
GPD/SF
GPD/SF
Permit No.OSP-131247
NOT SUITABLE
Page
2 of 7
1.2
Municipality of Anchorage
W.O.
131038
0.5
Development Services Department
Date
6/18/14
31-60
BUILDING SAFETY DIVISION
0.3
GREATER THAN 60
P.O. Bog 196650 • Anchorage, AK 99519-6650• Tel: 343-7904
NOT SUITABLE
Proposed
Well & On—Site Wastewater Disposal
System
Legal Description: LOT
3, END OF THE ROAD SUBDIVISION PID
No.
4103325
SYSTEM DESIGN CALCULATIONS
1. NO. BEDROOMS = 5
2. USE DEEP TRENCH SYSTEM
3. ABSORBTION AREA = (# BEDROOMS)(150 GPD/BR)
TRENCH APPLICATION RATE
(5)(150) = 625 SF
1.2*
4. TRENCH LENGTH= ABSORPTION AREA/(2 X DEPTH OF GRAVEL)
IF DEPTH OF GRAVEL = 5'
THEN LENGTH OF TRENCH = 62.5 L.F.
PERCOLATION RATE PIT & TRENCH MOUND & BED
APPLICATION RATE APPLICATION RATE
MIN/INCH
GPD/SF
GPD/SF
0-1
NOT SUITABLE
NOT SUITABLE
* 1-5
1.2
0.8
6-15
0.8
0.5
16-30
0.6
0.4
31-60
0.45
0.3
GREATER THAN 60
NOT SUITABLE
NOT SUITABLE
FILTER LAYER
1.0
.7
M-011 A (2/2) " 0 6 A 101l0�0
Permit No. OSP-131247 CO # Page 3 of 7
Municipality of Anchorage W.O. 131038
Development Services Department Date 6/18/14
BUILDING SAFETY DIVISION
P.O. Box 196650• Anchorage, AK 99519-6650• Tel: 343-7904
Proposed Well & On—Site Wastewater Disposal System
Legal Description: LOT 3, END OF THE ROAD SUBDIVISION PID No. 4103325
EXISTING GRAVEL
-_' `'DRIVEWAY
-Uj�
!� TABLE
CURVE
RADIUS
LENGTH
CENTRAL ANGLE
TANGENT CHORD
CHORD BEAR.
1
50.00
109.12
125'02 49
96.15 88.72 15
34-22-09-' W
C74 1
50.00
1229.35
U�
1 1 75.00 IS
09'45'11" E
C76 1165.54
p ;
1282.75
1 97'51 48
fN.
0
4a
EL
.�
OW
LOT 4
W.
4.6 Ac #0
w W
I
I lnW
�
I
rO
1
1
f 1�
\
f
1 iii
\i
o
I
8llE PUN — 0M TM
SCIi
V = low
N89'58' 0"E 412.-00 _
CHUGACH STATE PARK
PER
OF A�qS
Ar
TH
• ;DENNIS DFWP113Ft*g
�'••. CE 7 .".Cri
'SXPi` ' ., p AV
� •�••......••� .
DATE
12-03 A 02/111) MM 0 F ills 1W z
!� TABLE
CURVE
RADIUS
LENGTH
CENTRAL ANGLE
TANGENT CHORD
CHORD BEAR.
071
50.00
109.12
125'02 49
96.15 88.72 15
34-22-09-' W
C74 1
50.00
1229.35
1 262'49'09"
1 1 75.00 IS
09'45'11" E
C76 1165.54
1282.75
1 97'51 48
189.97 1249.61 IN
67'29'00" W
PER
OF A�qS
Ar
TH
• ;DENNIS DFWP113Ft*g
�'••. CE 7 .".Cri
'SXPi` ' ., p AV
� •�••......••� .
DATE
12-03 A 02/111) MM 0 F ills 1W z
Permit No
OSP-131247
CO "tI
Municipality of Anchorage
Development Services Department
BUILDING SAFETY DIVISION
Page 4 of 7
W.O. 131038
Date 6/18/14
P.O. Boa 196650 • Anchorage, AK 99519-6650• Tel: 343-7904
Proposed Well & On—Site Wastewater Disposal System
Legal Description: LOT 3, END OF THE ROAD PID No.
I
1
LOT 3
-' 3.57 AC.
100' PROTECTIVE / \
WELL RADIUS'
4" MONITURING_
4103325
PROPOSED N
WELL SITE
SCALE: 1" = 30'
STALL 2 EA 4" CL UTS� /
30' TEST HQLE R IUB �
INSTALL CLEAOU
N \
M
PLACE 2 LAYERS 6 INSULATION
N PIPE (60 PSI) WIDTH= -AP ALL1500 a
i SEPTIC TANK COMPARTMENT
N
ro
CHUGACH
0
N
5 L.V. DEEP TRENCH
PTIU SYSTEM
STATE PARK
PROPOSED SITE PLAN
SCALE: 1"=30'
C0-#/
Permit No. OSP-131247 Page 5 of 7
Municipality of Anchorage w.o. 131038
Development Services Department Date 6/18/14
BUILDING SAFETY DIVISION
P.O. Boa 196650 • Anchorage, AK 99519-6650• Tel: 343-7904
Proposed Well & On—Site Wastewater Disposal System
Legal Description: LOT 3, END OF THE ROAD SUBDIVISION PID No. 4103325
34't 20' 1 62.5
HOUSE
C.O.'S C.O. FINISH GRADE 1268.0 + -
2'
ORIGINAL
GROUND
FOUNDATION
C.O. 4" PERF.
LACE 4" INSUL. PVC M.T. CLEAN OUT
FROM HOUSE TO END OF
0 TANK -------,MIN TRENCH
DRAIN 27 SLOPE o.og -
FROM
HOUSE
EPT. TAN 4" PIPE
1500 GAL
*ALL ELEVATIONS ARE TO INVERT OF
PIPE UNLESS OTHERWISE NOTED
M
PROFILEOF TRENCH
SCALE: NTS G
,&,Ws 1
OFA.
••0000.... S
%
AN 9 TH #
% ... 000 . 0.0 0000
/...� 0000 .8...0
;DENNIS DEE GOF
•g�is
CE 580 .'
s •
44 der '•.......•'•� �
DATE
i[li•ITi 0191
Permit No. OSP-131247
CD-4�l
Page 6 of 7
Municipality of Anchorage W.O. 131038
Development Services Department Date 6/18/14
BUILDING SAFETY DIVISION
P.O. Box 196650 • Anchorage, AK 99519-6650 • Tel: 343-7904
Proposed Well & On—Site Wastewater Disposal System
Legal Description: LOT 3, END OF THE ROAD SUBDIVISION
M
1.5'
5'
r,
16'
ORGANIC/OVER BURDEN (PT)
LO
4
SILTY SANDY
GRAVEL 12% SILT (GP)
SLIGHTLY SILTY 10.0'
SANDY GRAVEL (GP)
0
LO
TO BEDROCK OR
IMPERMEABLE LAYER
PID No. 4103325
AL GROUND
YER OF 2" INSULATION
TO TANK (60 PSI)
)TEXTILE FABRIC
" PERFORATED PIPE
C ROCK PER
M.O.A. SPECIFICATIONS
1038CSP50
Permit
No. OSP-131247
DHI
CONSULTING ENGINEERS
Legal
Description: LOT
3, END OF
THE ROAD SUBDIVISION
NOTES:
c'0 '4-1
Page 7 of 7
W.O. 131038
Date 6/18/14
1 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHAPTER 15.65. WASTEWATER DISPOSAL REGULATIONS
OF THE MUNICIPAL CODE, AND MOA STANDARD SPECIFICATIONS FOR STREETS, DRAINAGE, UTILITIES AND PARKS
(MASS) 2009 AS CURRENTLY AMENDED, AND ALL APPLICABLE STATE AND FEDERAL REGULATIONS.
2 CONTRACTOR TO INSTALL 1500 GAL, TWO COMPARTMENT, STEEL SEPTIC TANK
3 SITE TOPOGRAPHIC SURVEY WAS PREPARED BY AERIAL TOPOGRAPHY EXISTING STRUCTURES, WELLS, SEPTIC
SYSTEMS OBSERVED WITHIN 200 FT. OF THE PROPOSED SYSTEM SITE ARE SHOWN ON DESIGN DRAWINGS.
4 ANY DEVIATION FROM THE DESIGN MUST BE AUTHORIZED BY THE ENGINEER PRIOR TO ITS INCORPORATION
INTO THE SYSTEM.
5 CONTRACTOR TO LOCATE ALL UNDERGROUND UTILITIES, PROPERTY LINES, EXISTING WELLS, WATERWAYS,
SURFACE AND SUBSURFACE DRAINAGE FACILITIES, LAKES, PONDS, AND OTHER FACILITIES REQUIRING
SEPARATION DISTANCES FROM THE PROPOSED SEPTIC SYSTEM.
5 CONTRACTOR TO STAKE PROPOSED SYSTEM & NOTIFY THE ENGINEER OF ANY OBSERVED
CONFLICTS PRIOR TO CONSTRUCTION. STAKE LOCATION OF EACH TRENCH END. NOTE DEPTH OF CUT ON LATH.
CONTRACTOR SHALL HAVE SURVEY LEVEL AND ROD SET UP ON SITE DURING CONSTRUCTION.
6 CONTRACTOR TO NOTIFY THE ENGINEER AND DHHS 24 HOURS PRIOR TO COMMENCING WITH CONSTRUCTION.
A MINIMUM OF THREE SITE VISITS ARE REQUIRED. THE FIRST VISIT SHALL BE OF THE SUBGRADE
PRIOR TO PLACING THE SEWER ROCK. THE SECOND VISIT SHALL BE AFTER THE PLACEMENT OF
SEWER ROCK, DISTRIBUTION PIPING, STANDPIPES, AND OTHER COMPONENTS AS SPECIFIED. THE THIRD
VISIT SHALL BE AFTER THE WORK IS COMPLETED.
7 CONTRACTOR SHALL DELIVER TO THE ENGINEER A SET OF RED -LINED, AS -BUILT DRAWINGS SHOWING ALL DATA
AS SPECIFIED IN SEC. 15.65.F.2, 3, 4, 5, 6 OF MUNICIPAL WASTEWATER DISPOSAL CODE WITHIN FIVE DAYS OF
THE FINAL VISIT. INVERTS AND SWING TIE LOCATES SHALL BE TO THE NEAREST TENTH OF A FOOT.
THESE AS-BUILTS SHALL BE USED BY THE ENGINEER TO PREPARE AND SUBMIT RECORD DRAWINGS TO DHHS.
8 ALL EXCAVATION DEPTHS ARE ADVISORY. THEY ARE TO BE VERIFIED AND MAY BE MODIFIED BY THE
ENGINEER IF ACTUAL FIELD CONDITIONS VARY FROM THOSE USED TO PREPARE THE DESIGN.
9 BOTTOM OF TRENCH EXCAVATION SHALL BE LEVEL. SIDEWALLS SHALL BE SCARIFIED. RECORD
ELEVATIONS AT BEGINNING, MIDDLE, AND END OF TRENCH BOTTOM.
10 PLACE THE SEWER ROCK TO THE SPECIFIED DEPTHS. DO NOT CONTAMINATE SEWER ROCK.
LEVEL ROCK SURFACE TO t 0.1' PRIOR TO INSTALLING THE PERFORATED PIPE.
11 ALL PIPE SHALL BE PVC CONFORMING TO ASTM D3034. ALL JOINTS SHALL BE SEALED WITH APPROVED GLUE.
CLEANOUTS SHALL BE INSTALLED AT THE END(S) OF THE TRENCH(S). 4" MONITORING TUBE(S) SHALL BE
INSTALLED AT THE END OF TRENCH, AS SHOWN ON PLANS.
12 COVER THE DISTRIBUTION PIPE WITH MIN 2" SEWER ROCK, BEFORE PLACING INSULATION AND/OR GEOTEXTILE,
FILL, AND TOPSOIL.
13 MINIMUM SOIL COVER SHALL BE 4 FEET OVER THE PIPE AND 4 FEET OVER THE SEPTIC TANK. ONE INCH OF
INSULATION MAY BE SUBSTITUTED FOR 1 FOOT OF SOIL COVER, BUT THERE MUST BE A MINIMUM OF 2' OF SOIL
COVER OVER THE INSULATION. ALL INSULATION BOARD SHALL BE 2" THICK POLYSTYRENE, DOW HI -35
OR ENGINEER -APPROVED EQUAL. CENTER BOARD WIDTH OVER PIPE.
14 AN APPROVED GEOTEXTILE FABRIC SHALL BE INSTALLED BETWEEN THE SEWER ROCK AND THE
BACKFILL.
15 MATERIAL USED AS FILL SHALL BE CLEAN AND FREE OF ORGANICS, TRASH AND CONSTRUCTION DEBRIS.
16 SLOPE ALL FILL MATERIAL AND TOPSOIL TO DRAIN AWAY FROM IMPROVEMENT AT 2% MIN. SLOPE, AND IN SUCH A
MANNER THAT PONDING AT OR NEAR THE DRAIN FIELD & WELL DOES NOT OCCUR. THE FILL SHALL BE LEFT 6"
HIGHER THAN SHOWN TO ALLOW FOR SETTLEMENT. THE TOP 4" OF COVER SHALL BE TOPSOIL. SEED SURFACE
AFTER COMPLETING INSTALLATION AS PER MUNICIPAL SPECS.
17 CONTRACTOR TO BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF CONTAMINATED MATERIAL FROM THE
EXISTING TRENCHS, IF ENCOUNTERED.
n -M3 A (2/0) YW 0 G f 10.TL9lD
10 •i•
W.O.# 131038��� \ \ \
DHI CONSULTING ENGINEERS ,�F, OFA �
800 EDIMOND BLVD. SUITE 3-545 i P•.'..*00-4.4
ANCHORAGE, ALASKA 99515 Ar�•
SOILS LOG -PERCOLATION TEST
TEST HOLE LOG #1 0:0.0000 •••
.6000. •00
O IS D HI
PERFORMED FOR: SUSAN KRUSE DATE PERFORMED: 7/12/13 ,�4�1� •.� CE 5807
LEGAL DESCRIPTION: LOT 3, END OF THE ROAD SUBDIVISION
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
TOP EL=1268
ORGANIC/OVER BURDEN (PT)
SILTY SANDY GRAVEL, 12% t SILT (GP)
SLIGHTLY SILTY
SAND GRAVEL (GP)
B.O.H. EL=1252
SLOPE
SITE PLAN
WAS GROUND WATER S
ENCOUNTERED ? NO L
0
IF YES, AT WHAT P
DEPTH ? E
DEPTH OF WATER
AFTER MONITORING ? NONE DATE: 8/1/13
a
AV
mem®gym
PERCOLATION RATE: 1.28 (MINUTES/INCH.) PERCHOLE DIAMETER: 6"
TEST RUN BETWEEN: 5.0 FT. AND 5.5 FT.
COMMENTS: THE SOILS WERE PRE-SOAKED PRIOR TO STARTING THE PERCOLATION TEST.
PERFORMED BY: DHI CONSULTING ENGINEERS. I DEE HIGH CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 07/12/13 1038CSSlD
PERCOLATION RATE: 1.28 (MINUTES/INCH.) PERCHOLE DIAMETER: 6"
TEST RUN BETWEEN: 5.0 FT. AND 5.5 FT.
COMMENTS: THE SOILS WERE PRE-SOAKED PRIOR TO STARTING THE PERCOLATION TEST.
PERFORMED BY: DHI CONSULTING ENGINEERS. I DEE HIGH CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 07/12/13 1038CSSlD