HomeMy WebLinkAboutTHOMAS L BOYLE BLK 2 LT 7 W2A"Iklo��282�15
Municipality of Anchorage
On-Site Water and Wastewater Program • (907) 343-7904 Page of
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP151117 PID Number: 015-282-15
Dwelling: ® Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ❑ New ® Upgrade
Name: ABSORPTION FIELD
James & Mary Mohlman
Address ❑ Deep Trench ® Shallow Trench ❑ Bed ❑ Mound
11730 Pinto Ave. Anchorage, AK 99516 ❑ Other
Phone Number of Bedrooms Soil Rating Total depth from original grade
3 0.45 GPD/SF 6 Ft.
LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe
Subdivision Block Lot 1.3 — 1.95 Ft. 4.35 — 4.7 Ft.
THOMAS L. BOYLE 2 7 W2 Fill added above original grade Gravel length
Township Range Section Varies 2.1 — 2.8 +/- Ft. (2 @ 50') 100 Ft.
Gravel width Beds: Number of Lines Distance between lines
SEPARATION DISTANCES 5 Ft. -- -- Ft.
ToSeptic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches
From Tank Field Tank Line 1 000+ Ft2 2 10 Ft.
Well 100+ 1004 100'+ NA NA TANK ® septic ❑ S.T.E.P ❑ Holding ❑ Other
Manufacturer Capacity
Surface water 100'+ 100'+ 100'+ NA ANCHORAGE TANK 1000 Gal.
Material Number of compartments
Lot Line 5'+ 10'+ 5'+ NA STEEL 2
NA
Foundation 5'+ 10'+ 5'+ NA LIFT STATION
Manufacturer Capacity
Gal.
Curtain Drain NA *50'+ NA NA
Pump on level at Pump off level at High water alarm at
Remarks *None known. Existing undocumented
system decommissioned per code. Fields in. in. in.
installed in SM/GM strata below ORG/OL Pump make and model Electrical Inspections performed by
PIPE MATERIAL House to tank 3034 Tank to 3034
Installer Mike Anderson
drainfield
Drainfleld 3034 CO/MT 3034
Inspector ARCTERRA BENCH MARK (Assumed elevation) 100 ft
Inspdeates: 1s'6/17/15 2"d 6/17/15 Location and description
3rd 6/18/15 4"' 6/18/15 NE property corner
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engin
Air- OF AI \
Conditional Approval: Date Ar..__(S\ `q;s;
/S- � ÷y1
` A 9TH k f
r: KENNETH M. 1 .. il
I7 is /
Approved RJje T��Fj' fh,l,,:=o - e i
QJJ �- Date `b5 0?oi"I N.
-IT AA Eck/ A lik\ +-
eer's Stamp
Inspection Report_9-1-12.doc
AS-BUILT SYSTEM DETAILS/SITE PLAN Permit OSP151117
THOMAS BOYLE SUBD W1/2 LOT 7 BLOCK 2 PID# 015-282-15
(589'59'00"W 140.00' R)
®
BM
SPLITTER PIPE Isit 4,
BURIED BELOW GRADE
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ie
WEST '/z
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LOT 8 ,1, 1...J EAST �z
P 120' N o LOT 7
ot In '
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14.0 21.4' 013.
cw p W O
v OO F N a v
VI (0 9.5' ' I R SCA i 1' = 50'
"'h2sa� sa.2'
O m® 14.5 !� n
O n
Q 0 I In ,\�
A—C=103.5' N 102.00 101.8 100.0
5, , 0 MONITOR TUBE. _U1T
\B—C=105,5 ,,a„T FINAL GRADE 100.3 C-915-D\
N A—D=110,0' o \ / INSULATION
I
B-D=111,0' o
INSULATION
FILTER FABRIC VARIES
o A-E=110,0' —_i _J 1000 GAL _31._,,
y 96.20 96,20
N B—E=118.5' N SEPTIC
o A—F=110.5' O1 TANK SEWER ROCK
4.7'
B—F=119.5' TRENCH 1
A—G=126.5' 97.3 97.15 C-91.50_>,
SD
• B—G=135.0' MONITOR TUBE- CLEANour
• A—H=138.5' SCALES NTS °EN413 C`100,4 FINAL GRADE 98.30
C101.10 ,,A• -I=1410' FILTER FABRIC\ INSULATIONVARIESORIGINAL GRADE
. B—I=140.5'
• A-J=126.5' 96.6 c 6,65>> aT
3'
Lr B-J=125.0' SEWER ROCK
433'
I
o TRENCH 2 I No GIZMO WATER
92.30 _
\� C-83.50.- BCH
�F `li
I 50SCALE! NTS
w /iSY -`QkS 1 PREPARED FOR: RC ER
c f k JIM MOHLMAN �
c. A �`y �\ �`� 11730 PINT❑ CIR. fi(ttillAto * . 4 9TH * V ANCH❑RAGE, AK 99516k / .. •9• / 907-264-7617r / I il.r D ' I S / FIELD BOOKS COMPUTED: �th a
IEE ` � CE-7.18 �w`k / BOUNDARY:N/ADRAWN: BMW m '" ,` _N
4 ,�' ' / STAKING: N/A CHECKED: KMD 's .'1 n-
1 • 4/4.51-7 SS��`CY As,3ulLT: JLS DATE. 08 28/15 •` "1,:,— 60/"'E `\ DWG. FILEGRID. 2734 (Fp4, 4�
o `
``_ ACRD FILE: " No.' R�1,FRS�TING •8.361
Z FILE XX—XXX AK. 99577'
LOT 6B
589'46'46"W 140.07'
(589'59'00"W 140.00' R)
0
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LOT 7
0 In
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0 t,, EAST Y2
LOT 8N I-- - w LOT 7
SEPTIC • 12.0' N O
(7) F= VENT
Q D (typ) o 0
CO in N 14.0' 21.4' .-- O Q
W w V) O
7.0 oCn
_ 2
O 1 WELL a
to 9.5' `n
9 1nHE N.412.4-- (-----158.2'
0 v; 14.5' !v i�
0 In JC' m
U) �•e° 12.5' _
14.5' ? 58.6'
COVERED N
ENTRY DECK I 1
1 (--
GRAVEL b
D/W n
I
z—x—x—x—x—x —x—x—r— -rJ-zJ j
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—
l
S89'34'34"W 140.67'
(589'59'00"W 140.00'R)
0
HUFFMAN ROAD
0
in
ANCHORAGE RECORDING DISTRICT,ALASKA
ASBUILT OF:
THOMAS BOYLE SUBDIVISION •O =FND 5/8"REBAR
WEST 1/2 LOT 7 BLOCK 2 PLAT P-244B 1``�`
tek
S
SURVEY CERTIFICATE:I,John L.Schuller,Have conducted a ...:77c,, F (���` y �D L RvL�
physical survey of this property as shown on this drawing and that the /// � •..••..• •.<Q�.,k X10 Sr,,•"j
improvements situated hereon are within the property lines and no c(•.•' _ t 5 �i'y
enchroachments exist other than noted.Under no circumstance should ' :' 49TH )\ %:y��' N p� "
any information on this drawing be used for construction of fences, 0 % t0. 1.
r
structures,improvements,or for establishing boundary lines. d L ( rA
0 Y C"
EXCLUSION NOTES:It is the owners responsibility to determine . I t11 t '" a
m •. OHN L. SCHULLER: °/ }�
the existence of any easements,covenants,or restrictions which f c> ��
do not appear on the recorded subdivision plat. +,s�, '•, LS-10408 .• .,�
• ,.••. ,.....r"
e„ J�/ 1831 Talkeetna Street
WORK ORDER NUMBER: DAM SCALE: E-MAIL: N .'•Z' 3 /•
JULY 18, 2015 1"=40' t`O'A c.�a Anchorage, Alaska 99508
15—033 DRAW BY:CHECKED BY.(RID NUMBER: BOOK/PACE N. Ofession°\ ��x (907) 227-1455 office
JLS 2734 150239 �\\N��4116"` (907) 274-4992 fax
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:
OSP151117
Tax Code Number:
01528215000
Work Type:
Septic Upgrade
Permit Effective Dates: June 02, 2015 to June 01, 2016
Design Engineer:
ARC TERRA CONSULTING INC
Subdivision:
THOMAS L BOYLE
Site Legal Address: THOMAS L BOYLE BLK 2 LT 7 W2 G:2734
Owner/Address: MOHLMAN JAMES & MARY
11730 PINTO CIR ANCHORAGE AK 995162316
Site Mailing Address: 3301 HUFFMAN RD, Anchorage
This permit is for the construction of:
Y Disposal Field Y Septic Tank N Holding Tank N Privy
Lot Size in Sq Ft: 39200
Total Bedrooms: 3
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:
Date:
Date: �J
MUNICIPALITY OF ANCHORAGE
no&j
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
Parcel I.D. 015-282-15
Property owner(s) JAMES & MARY MOHLMAN Day phone -3 t-( --6 6 %
Mailing address
11730 PINTO CIRCLE, ANCHORAGE, AK 99516
Site address 3301 HUFFMAN ROAD, ANCHORAGE, AK 99516
Legal description (Sub'd., Block & Lot) THOMAS L. BOYLE BLOCK 2, LOT 7 W2
Legal description (Township, Range & Section)
Lot Size 39200 Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(H all that apply)
Single Family
Absorption Field
[�]
Initial 't
(SF)
Septic Tank
[
Upgrade
(w/wo ADU)
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
applicable Municipal Codes.
109—DPermit/Rush Fees: 5109—
Date
ate of Payment: /
Receipt Number: 06,52, t,
Permit No. 05ft 5 11l -I
Permit App_9-1-12.doc
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
May 7, 2015
ARC 1 ERRA
CONSULTING, INC
212 E. 51" Ave, Anchorage, AK. 99503
Office (907) 868-3791, Fax (907) 868-3793
Municipality of Anchorage
Development Services Department
On -Site Water & Wastewater Program
P.O. Box 196650
Anchorage, AK 99519-6650
Subject: Upgrade Sewer Permit — Thomas L. Boyle Block 2, Lot 7 W 1/2
It has been determined that the undocumented absorption field of the subject
property is saturated. Subsequently, the owner has requested we proceed
forward to obtain a septic permit to upgrade the septic system.
The general slope of this lot is from southeast to northwest at a grade of
approximately 3-8% over the septic area. On December 8, 2009 a testhole was
performed to investigate soils and groundwater. The results of this test are
attached for your review. The proposed upgrade will serve the existing 1 -
bedroom cabin. We propose to install two 5 -Wide 50' long trenches.
Groundwater was not encountered at excavation or at monitoring.
The property and adjacent lots are served by private water. There is no surface
water within 100' of the proposed system and there are no known curtain drains
within 50'. We do not expect there to be any adverse effect on adjacent lots by the
development of this system. If you have any questions, please contact me at 868-
3791 / FAX 868-3793.
Respectfully submitted,
ArcTerra Consulting, Inc.
Kenneth M. Duffu ,
Attachments: On -Site Sewer Application
Wastewater Absorption System Details/Site Plan
Soils Log/Percolation Test
20441 PTARMIGAN BLVD • EAGLE RIVER, AK 99577-8736 • PH (907) 868-3791 • FAX (907) 868-3793
WELL & WASTEWATER DISPOSAL SYSTEM DETAILS/SITE PLAN
THOMAS L. BOYLE BLOCK 2, LOT 7 W 1/2
O
DRANK:
BMW
'.PSC
KMD
,
BOYLE S/D
BOYLE S/D
12, L511
B2, LBB
.we No.:
09068
C)
n
Z
_
G7
BOYLE S/D
BO YIE S/0r1/2LOT
rI'I
B2. LB
W 1/2 LOT 7
THERE ARE O SLOPES
>15% WITHIN00' OF THE
PROPOSED SYSTEM
FLAG ALL WELL RADII
ESMTS, & PROPERTY LINE
PRIOR TO CONSTRUCTION
NO PUBLIC WELLSW 200'OF
PROPOSED SYSTEM.
NO PRIVATE WELLS WrTI0. 200' OF
NO SEPTIC
NO
SYSTEM PACBPTASNOSYSTEMS WITYDN 200' OF
PROPOSED WELL EXCEPTAS NOTTiO.
AW OF A
ITTH * .0
f CE -71
\ "•.vA'ESSIOT3�
I
HUFFMAN ROAD
DESIGN DETAILS
3 BDRM X 150 GPD = 450 GPD
450 GPD/0.45 GPD PER SQ. FT. = 1000 SQ. FT
(1000/5'(W)) X .5(RF) (4.0' GRAVEL) = 100 FT. TRENCH
USE 2 TRENCHES - 50 (L) X 5' (W) X 4.0'(ED)
Total depth of system is 6' from original grade.
Total depth of gravel below distribution pipe is 4.0'-
NOTES:
.0'.NOTES:
1. CONTRACTOR TO ABANDON EXLSTING UNDOCUMENTED
WASTEWATER SYSTEM
2. INSULATE TRENCH WITH 2" FID BURIAL FOAM.
3. CONTRACTOR WILL ENSURE MAMMUM 2% SLOPE INTO SEPTIC TANK.
4. ADDITIONAL FILL WILL BE ADDED OVER SYSTEM TO ACHIEVE
MIN. 3'COVER IF REQUIRED. Scale: I"= 101
5. CONTRACTOR WILL ENSURE ALL SEPARATIONS TO ADJACENT PAGE 1 OF 2
WELLS & SEPTICS, EASEMENTS, & OTHER SETBACK REQUIREMENTS.
PREPARED FOR:
JIM MOBLMAN
11730 PINTO CIRCLE
ANCHORAGE, AK 99516
907-345-6637
FIELD BOOKS
BOUNDARY:
STAKING
ASBUILP.
DWO. FILE:
ADHD "LE: FILE
& SEPTIC — Filed BY
COMPUTED:
DRANK:
BMW
CHECKED:
KMD
,
DATE:
05/07/15
GRID:
2734
.we No.:
09068
bd/Block 2/1-ot 7 Wt2/dwgA
N�WCTERA
i
Design.dwq
WASTEWATER DISPOSAL SYSTEM DETAILS
THOMAS L. BOYLE BLOCK 2, LOT 7 W 1/2
PRUP LINE
� 10' OFFSET
w
W O GO `
y C T \ T �= SE
in y
3'
0 T /
W SPLITTER
00 TH09-1
DBL. COs
CO
I ST L CO _8'
N W 10 -GAL
SEPTIC
TANK CO
SHED
BOYLE S/D
W 1/2 LOT 7
A
v CO
m
j UNOOC.
C: SEPTIC 0
zc
m 0
z
to
y �
D
A
D
a1
m
D
FCO 0 Existing Well
m
LOG A
CABIN
Scale: 1'I= 30'
.Q _ PAGE 2 OF 2
i
()F �T
AV
`.1C ��y 1 PREPARED FOR:
JIM MOINTO CI
11730 PINTO CIRCLE R CTER7i'
ANCHORAGE, AK 99516
907-345-6637 ¢n
S'' / FIELD BOOKS coMauTm: a
/ BOUNDARY: gtAWN: BMW i 4
/ STAKING: MEC . KMD
An,,� Aw ASBUILr. DATE: 05/07/2015
\•vt1y33I0T5 DWG. TILE: GRID: 2734 ire o
Aryt,RYSULTINQ ,fie 1d5�
ACn RLE: FILE JOB No.: 09068 Ak. M577'
/Volumes/AmTema Shared/Storage/WELL & SEPTIC — Filed By Legal/Boyle Subd/Block 2/Lot 7 W12/dwg/Conventional Design.dwg
o QsRCTERRq
�1bfq P��iygST-en`e�,�
ARC 1 ERRA
CONSULTING, INC
212 E. 51" Ave, Anchorage, AK. 99503
Office (907) 868-3791, Fax (907) 868-3793
SOILS PERCOLATION TEST
Performed for: Jim MohIman Date Performed: 12/08/09
ArOFALSt'
A �r 1
10,
*' 4,q M Y
P KENNETH Mei`,, /
4
t f � -5✓7 15'1wt'`i
'�F1:sscoH�ti .i
Project: Thomas L. Boyle Block 2, Lot 7 West 1/2 TEST HOLE # TH 09-2
Depth
(Feet) SEE ATTACHED SITE PLAN
1-
- ORG/OL FOR HOLE LOCATION
SM/GM-ml w/ occ. boulders 1'
18-
19-
20 -
HOLE PRESOAKED
PRIOR TO TEST
Was Ground water encountered? NO What depth? NA
Depth to water after monitoring? DRY Date? 12/30/09
DRY 05/01/15
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
1
12/09/09
1:00
6"
-
2
1:30
30 min
5 1/16"
15/16"
3
*
1:31
6"
-
4
2:01
30 min
5 2/16"
14/16"
5
*
2:02
6"
-
6
2:32
30 min
5 2/16"
14/16"
7
8
9
10
11
12
*I
Water
Added
Percolation Rate35 (min/in) Pere Hole Diameter 6"
Test Run Between 3 feet and 4 feet
I, Kenneth M. Duffus, certify that this test was performed in accordance with all State
and Municipal guidelines in effect on this date.
al 6TER ANCHORAGE AREA BOROUGH
(, artment of Environmental Quality
C reet, Anchorage, Alaska 99503 274-4561
Date Received
�7.2 _ f , < /�-� �) Time of Inspection
Date of Inspection
` REQUEST FOR APPROVAL OF
INDIVIDUAL SEWER & WATER FACILITIES
`
FOR
4
1. Approval requested by:
F- ---Mailing Address: GS�o z E// #G Phone: -279-ge S'(, X.;Z S /
2. Property Owner: /L<. c_, , o .J Phone:
Mailing Address: ^
3. Legal Description:
4. Location: f,1.%_/.�„
5. Type of facility to be inspectedz241, xu_ No. of bedrooms /
v
6. Well Data:
A. Type B. Depth
C. Construction D. Bacterial Analysis
7. Sewage Disposal System: �� «�x�x` � � E 0-0
A. Installed �^l'-� B. Installer
v
C. Septic Tank: 1. Size 2. Manufacturer
D. Seepage Pit: 1. Absorption Area
E. Disposal Field: Total length of lines
8. Distances:
2. Material
A. Well to: Septic tank , Absorption area Sewer Lines
Nearest lot line Other contamination
B. Foundation to septic tank Absorption area
C. Absorption area to nearest lot line
EQ -034 (1/74) Page 1 of two pages
oi,two pages - Retest for Approval of Individual .~ar & Water Facilities
1 Description
�,Comnents
Approved
Disapproved DateTi
Approval Valid for one year from date signed
Greater Anchorage Area Borough, Department of Environmental Quality
DIAGRAM OF SYSTEM
i certlry Lnaz tine inronnaciun concaInea in u11b reyuex iur apNrwaI w uc a G,uc anu
accurate representation of the subject sewer and water facilities and these facilities
are operating satisfactorily.
SIGNED
EQ -034 (1/74)
Date
/GREATER ANCHORAGE AREA BOROUGH.._.
Department of Environmental Quality
3330 "C" St., Anchorage, Alaska 99503 - 274-4561
REQUEST FOR APPROVAL OF
INDIVIDUAL SEWER & WATER FACILITIES
// 6t
1.
Type of Inspection: CMRO VA
FNA
CONV
2.
Property Owner: R�,C't, C �.:c?r\7
<—='
Mailing Address:
Day Phone
3.
Name of Buyer: 'Z)Oz zV '' ``Jr- V'r,,�.
Mailing Address: \z \\?� ��
Day Phone
4.
Name of Lending Institution:
Mailing Address:rn�A\
Phone
5.
Name of Realtor or.Agent:
Mailing Address:
Phone
6. Legal Description:�",��
Location: _ZKRQCTCo'c Uo, ``:�,,,+, oc(i lAsal`t'
-
7. Type of Facility to be inspected',.No. Bdrms.
8. Water Supply
Type of Supply: Public Utility Individual
If Individual, number of dwellings presently served
If Individual, depth of well
9. Sewage Disposal System
Type of System: Public Utility Individual (on-site)
If Individual, date of installation
EQ -037 (?/74)
may 0. 1975
Hational Bknk of Anchorage
646 W 4th Avenue
P.O. Box 720
Anchorage, AK 99510
SUBJECT: West 1/2 of Lot 7. Block 2 Boyle Subdivision
Dear Sir:
A health inspection of the subject property revealed the
following discrepancy. The existing sewer system is unsat-
lsfactory and a complete neer sewer system installation will
be required before this department will approve the facilities.
If you have any further questions, please contact me.
Sincerely.
Les Buchholz. R.S.
Sanitarian
LB/sr