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HomeMy WebLinkAboutKNOLL ON THE WOLD BLK 1 LT 8Onsite File
Knoll on the
Wold
Block 1
Lot 8
#041-031-49
MUNICIPALITY OF ANCHORAGE
Development Services Department Phone: 907-343-7904
On-Site Water & Wastewater Section Fax: 907-343-7997
Pump Installation Log
Well Drilling Permit Number: _______________ Date of Issue: ____-____-____
Parcel Identification Number: ____-____-____
Legal Description Block Lot Property Owner Name & Address:
Pump Installation Date: _____-_____-_____
Pump Intake Depth Below Top of Well Casing: __________ feet
Pump Manufacturer’s Name: ___________________________ Pump
Model: _____________________________________
Pump Size: ____________hp
Pitless Adapter Burial Depth: _________ feet
Pitless Adapter Manufacturer’s Name: _________________________
Pitless Adapter Installer: ____________________________
Well Disinfected Upon Completion? XX Yes No
Method of Disinfection: _____________________________
Comments:
Pump Installer Name: __________________________________
Company: ___________________________________________
Mailing Address: ______________________________________
City: ___________________ State: __________Zip: _________
Attention: The pump installer shall provide a pump installation log to On-site within 30 days of pump installation.
Municipality of Anchorage
On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP201047 PID Number: 041-031-49
Dwelling: H Single Family (SF) ❑ with ADU ❑ Duplex (D) [:1 Two Single Family Project: ❑ New ❑ Upgrade
I MARTY AND JANET BOUNDS
9200 BASHER DRIVE ANCHORAGE, AK
Phone
907-337-2762
Total depth from original grade
Number of Bedrooms
4
LEGAL DESCRIPTION
12.12 MAX
Subdivision Block Lot
KNOLL ON THE WOLD; BLOCK 1, LOT 8
Township
NIA
Range Section
SEPARATION DISTANCES
To
From
SepticI
Tank
Absorption
Field
I Lift Station I Holding
I Tank
Sewer
Line
Well
I
I 1 00'+
Ft.
..,ravel width
Surface Water
Distance between lines
100.+
-
-
Lot Line
I
I 10,+
I
NA
Foundation
-
I 10,+
TANK ❑ Septic ❑ S.T.E.P. ❑ Holding ❑ Other
I Remarks
SORPTION FIELD
0 Deep Trench ❑ Wide Trench ❑ Bed ❑ Mound
F-1 Other
Soil Rating
Total depth from original grade
1.2 GPD/SF
12.12 MAX
Ft.
Depth to pipe invert from original grade
Gravel depth beneath pipe
SEE DWG. Ft.
9.02
FL
Fill added above original grade
Gravel length
SEE DWG. Ft.
30
Ft.
..,ravel width
Beds: Number of Lines
Distance between lines
2.5 Ft.
-
-
Ft.
Total absorption area
Number of trenches
Dist. between trenches
540 Ft21
-
FL
TANK ❑ Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer lCapacily
Number
LIFT STATION
Manufacturer O ICaoacifv -1
Electrical installed by
PIPE MATERIAL House to tank Tank to
Installer EXISTI�draineeld D3034
A+ HOME SERVICES Drainfield D3034 CO/MTD3034
Inspector DAVID GARNESS, PE AND TINT ECKLUND BENCH MARK (Assumed elevation) 100.00 It
Inspection ection is, 3/16/20 3/26/20 Location and description
3rd - ' - .TOP OF GARAGE SLAB
ON-SITE WATER AND WASTEWATER SECTION APPROVAL I Engineer's Stir» p
nditional Approval:
Date
Septic System
Approved V Date
Note: this approval does not include well permit requirements.
05/02/18)
oF
....... ...:r.
ey Garnets
b CE_7�
t� �rofcssiono��
IAECC884
PERMIT NUi lBER:
OSP201047
t A7—T-1
DBL1
58.5 35.2
DBI
1 36.0
FD
62,5 ; 36.7
MT!
71-- 3.5 C 64.5
r-01
73.9 64.2
MT2
102.3 90.6
CO2
101.6 90.7
RECORD DRAWING
INC
/ I
I
/ I
/ I
r I
F (re 100'WR1 DA—
EXISTING 4
BEDROOM MOUSE
UJ
X,
DBLi & 2
NE',.N DRAiNFIEL D—�,
ti a•�O i
PARCEL ID NUMBER:
041-031-49
/ SCALE:
1" = 40'
GARNESS ENGINEERING GROUP, Ltd
ENGINEERING SALES CONSULTING
3701 E. TLX;R ROAD, SUITE 101 'APr ORALE. itiC9�507. PIHOi fi (637) 337-6175' FAX (SO7133&3224c' `.V.SSiT.:—.q:i-c.-, a ; f7. .,
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
MARTY BOUNDS 907-337-2762 2 OF 3
LEGAL DESCRIPTION:
DRAWN BY:
KNOLL ON THE WOLD; BLOCK 1, LOT 6
D.J.G.
TYPE OF WORK:
DATE:
t
4/1/2020
/ SCALE:
1" = 40'
GARNESS ENGINEERING GROUP, Ltd
ENGINEERING SALES CONSULTING
3701 E. TLX;R ROAD, SUITE 101 'APr ORALE. itiC9�507. PIHOi fi (637) 337-6175' FAX (SO7133&3224c' `.V.SSiT.:—.q:i-c.-, a ; f7. .,
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
MARTY BOUNDS 907-337-2762 2 OF 3
LEGAL DESCRIPTION:
DRAWN BY:
KNOLL ON THE WOLD; BLOCK 1, LOT 6
D.J.G.
TYPE OF WORK:
DATE:
,._ SEPTIC SYSTEM RECORD DRAWINGS
4/1/2020
OF
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s SHANE A. HOLT i
LS -6914 5�o0O
feSSlOn3% \'o
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9
N895705"E 170 74
THE INFORMATION HEREON IS FOR THE USE OF LENDING INSTITUTIONS SPECIFICALLY TO SHOW ANY
CONFLICTS BETWEEN EXISTING STRUCTURES AND PLATTED LOT LINES AND/OR EASEMENTS; AND IS
NOT TO BE USED FOR POSITIONING ADDITIONAL STRUCTURES, IMPROVEMENTS, OR FENCELINES.
EASEMENTS OFRECORD, OTHER THAN THOSE APPEARING ON THE RECORD PLAT, ARE NOT SHOWN
HEREON (UNLESS INDICATED)
NOTE.- FENCELINES THAT MAYAPPEAR ON THIS DRAWING ARE NOT TO BE USED TO DETERMNE
PROPERTY LINES OR POSITION ADDITIONAL IMPROVEMENTS.
ANY PAVING SHOWN HEREON MAYBE APPROXIMATE DUE TO EXCESSIVE SNOW AND/OR ICE.
AS-BU/LTSURVEY f" ,=40'
NO CORNERS SET THIS DATE
I HEREBY CERTIFY THAT I HAVE PERFORMED A SURVEY
OF THE FOLLOWING DESCRIBED PROPERTY
LOT 8, BLOCK 1, KNOLL ON THE WOLD SUB
ANCHORAGE RECORDING DISTRICT, ALASKA, AND THAT THE
VISIBLE IMPROVEMENTS SITUATED THEREON ARE WITHIN
THE PROPERTY LINES AND NO VISIBLE ENCROACHMENTS
EXIST OTHER THAN NOTED.
DATED AT ANCHORAGE,ALASKA THIS 30TH DAY OF
MARCH , 2020
HOLTLAND SURVEY/NG
9309 GROVER DR/UE
ANCHORAGE,AK 99507
14559, F9203-2644 345513
MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-79D4 Fax: (907) 343-7997
http://m"v.muni.org/onsite
On -Site Wastewater Disposal System Permit
Permit Number: OSP201047
Work Type: Septic Upgrade
Tax Code Number: 04103149000
Site Legal Address: KNOLL ON THE WOLD BLK 1 LT 8 G:2142
Site Mailing Address: 9200 BASHER DR, Anchorage
Owner: BOUNDS MARTY M & JANET G
Design Engineer: GARNESS ENGINEERING GROUP LTD
This permit is for the construction of:
✓❑ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy
Effective Date:
Expiration Date
Lot Size in Sq Ft:
Total Bedrooms
1
l�eparrmeu r
3/26/2020
3/26/2021
72201
❑ 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:
1. Onsite is required to be at the BOH inspection to confirm SP soil rating.
2. Only the 4 bedroom field is to be tested for future COSAs.
Received B)
Issued By:
Date:
Date: Z.6
4
Zy
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. 041-031-49
Property owner(s) MARTY BOUNDS Day phone 907-337-2762
Mailing address 9200 BASHER DRIVE *ANCHORAGE, AK 99507
Site address 9200 BASHER DRIVE 'ANCHORAGE, AK 99507
Legal description (Sub'd, Block & Lot) KNOLLL ON THE WOLD; BLOCK 1, LOT 8
Legal description (Township, Section & Range)
Lot Size Sq.Ft.
APPLICATION IS FOR:
(gall that apply)
Absorption Field
Septic Tank
❑
Holding Tank
❑
Privy
❑
Private Well
❑
Water Storage
❑
Number of Bedrooms 4
APPLICATION IS AN:
Initial ❑
Upgrade
Renewal ❑
THIS APPLICATION INCLUDES A VARIANCE/ WAIVER REQUEST FOR:
TYPE OF DEWELLING:
Single Family (SF)
(w/wo ADU)
Duplex (D) ❑
Multiple Dwellings ❑
(SF and/or D)
NIA 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:
Date of Payment:
Waiver Fees:
Date of Payment:
ReceiptNumber: 011 1' I G Receipt Number.
Permit No. OJ �°� P 4 I Waiver No.
(Rev. 01111)
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
4-11 A
UARNESS INIT g Ltd
ENGINEERING SALES CONSULTING
March 19, 2020
79047, Deb Kbckenfuss, 03,26%
Municipality of Anchorage
Development Service Department
On -Site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
Ref: Proposed Drainfield Upgrade for Knoll on the Wold; Block 1, Lot 8
To whom it may concern:
The existing 4 -bedroom house is served by a private well and septic system. Per the owner, the
drainfield (37 -years old) is in a state of failure. We are proposing to utilize the existing septic
tank (installed in 2019) and install a new 4 -bedroom drainfield. One testhole was excavated on
the property and the drainfield is designed within its 30 -foot radius. Comments regarding the
design are as follows:
1. SOILS: See attached 2020 testhole data, by Garness Engineering Group, Ltd. which shows
the soil classifications, percolation test and groundwater monitoring. As can be seen on the
attached soil log, the percolation rate was less than 1 min/inch; however, the soils were visually
deemed to be an SP material. We request that your department waive the requirement for a
sieve analysis with the special provision that the MOA will be onsite for the inspections.
2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications.
3. SURFACE WATERS: There are no surface water concerns.
4. TOPOGRAPHY: There are no topography concerns.
We are unaware of any adverse impacts this installation would have on adjacent wells or septic
systems. If you have any questions, please contact us at 337-6179. Thank you for your
assistance.
3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259
Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com
ATELIER; BLOCK 2; LOT9A
m
J
I
I
I
i
I
ATELIER; BLOCK 2, LOT 2
KNOLL ON THE WORLD;
TRACT D-1
Municipality of Anchorage
On-site Water and Wastewater
OSP209047, Clop
I /
I VACANT � /
I /
KNOLL ON THE WORLD; I ♦ /
BLOCK 1, LOT 7
VACANT
I V
V 1 / HILLSIDE NORTH
ADDITION #9; LOT 4
;LL
PER MOAENCROACH ON TD EN UB DOES NOT
M
// VACANT
T12N R2W SECTION 6 PARCEL5
i
100'WELL 1/
Rk01US I N
KNOLL ON THE
WOLD; TRACT SCALE:
KNOLL ON THE WORLD; BLOCK 2,TRACT B 1" = 100'
BLOCKI,LOT1
Pt
OT ENCROACH ON OURLOT
ENGINEERING =SALES CONSULTING
3701E TUDOR ROAD, SUITE 101 -ANCHORAGE, AK 99507 • PHOf4E (907) 337-6179 -FAX (907) 338.3246 w WESSrrE wanv gamessengineenng.com
PREPARED FOR:
MARTY BOUNDS
PROJECTILEGAL DESCRIPTION:
KNOLL ON THE WOLD; BLOCK 1, LOT 8
TYPE OF WORK:
� SEPTIC SYSTEM DESIGN UPGRADE
PHONE NUMBER:
907-337-2762
PAGE NUMBER:
1 OF 2
DRAWN BY:
D.J.G.
DATE:
3/20/2020
OF
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LICENSE kr FESS,®
#AECC884
KNOLL ON THE WORLD;
BLOCKI,LOT9
m
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ATELIER; BLOCK 2, LOT 2
KNOLL ON THE WORLD;
TRACT D-1
Municipality of Anchorage
On-site Water and Wastewater
OSP209047, Clop
I /
I VACANT � /
I /
KNOLL ON THE WORLD; I ♦ /
BLOCK 1, LOT 7
VACANT
I V
V 1 / HILLSIDE NORTH
ADDITION #9; LOT 4
;LL
PER MOAENCROACH ON TD EN UB DOES NOT
M
// VACANT
T12N R2W SECTION 6 PARCEL5
i
100'WELL 1/
Rk01US I N
KNOLL ON THE
WOLD; TRACT SCALE:
KNOLL ON THE WORLD; BLOCK 2,TRACT B 1" = 100'
BLOCKI,LOT1
Pt
OT ENCROACH ON OURLOT
ENGINEERING =SALES CONSULTING
3701E TUDOR ROAD, SUITE 101 -ANCHORAGE, AK 99507 • PHOf4E (907) 337-6179 -FAX (907) 338.3246 w WESSrrE wanv gamessengineenng.com
PREPARED FOR:
MARTY BOUNDS
PROJECTILEGAL DESCRIPTION:
KNOLL ON THE WOLD; BLOCK 1, LOT 8
TYPE OF WORK:
� SEPTIC SYSTEM DESIGN UPGRADE
PHONE NUMBER:
907-337-2762
PAGE NUMBER:
1 OF 2
DRAWN BY:
D.J.G.
DATE:
3/20/2020
OF
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DESIGN CRITERIA:
NU!viBER OF BL-DROO f.S: d
GALLOb:S PE? DAY (GPD): 600
PERCOLATION' RA JS: <1 Mlt•.UINICH
r;OPoa=DAPPL! AIIGr:R.-.,=.1.2
MIH'1!-JUi i D RA N F 1 E L D SQ.FT.: 500 FT
DRAiNFIELD DESIGN:
'NJAXI%JUPll DEPTH: 16.5 FEET
Ili!D T H: 2.:; 'FEET
LEr•IGTH: 30 FEET
EFFECTIVE: 9 FEET
ACTUAL SD.r T .: 540 F I
"_G, Lid. FV -.S AN "o PAGE SPECIFiC4T101,3 LE—Ifci=•.
ITHAT PER-iANIS TO THIS DE:SiGN.BYPROCEEDING
FOR..1,1ARD 10v1T: i T its i,NS TALLAT iOR THE
ENGINEER', "'TELL DRILLER, CONTRACTOR AivD
PROPE;?TY .Otr�l�<E :AGREE -i r!,� I TRE`( N.A�iE
f EAD I!'It5_ SPECIFICATION'S AGREE To
ACCEPT THE TERan A'rdD CONDITIONS OUTLINED,
/
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP209047, Deb Kbckenfuss,
iJ(',TE: 11 -HE CONT RAC T OR
SHALL rti.VE THE Fk\ST
;SEMENT AiiiD ALL INE LL RA1)11
FLAGGED SY A REGISTERED
I AND SURVEYOR PRIOR TO
CONSTRUCT ION.
ALTERNATIVE DESIGN CRITERIA:
/
HUMBER OF BEDROOttS:
GALLONS PER DA`! !GPD): 600
'ERC•OLATIONT RATE/S: <1 C.,IINlJNGH
PROPOSED APPLICATION RATE: "5
tvflMiNJUM DRAINFIEL D SO.FT.: iGO
� t
III ADV*!GC_D TREATMENT
i
t'?LT ERi;ATIV'E DRAii`1FIELD DESIGN:
•!AXI1'al1j;,11DEPTH: 16.5 FEET
/ 'lAD T H: 2.5 FEET
Sy LENGTH: 10 FEET
EFFECTIVE 9 FEE l
( ACTUAL Ss?.F1'.: 180 FT=
VACIL"Wr i K BEOROOivi
HOUSE
APP ROXI. IAT E LOCA -1 i H OF EXISTING
-_ .'I L.xj .Ili;)i,.�';�
f) { alslulls of°l To, t lU os r,
1 I 'OPIT!-r S"!U
C) li;3f '• ,
II:STA LL NSE?1D0UIBi E `� \\. .. .. /•:, t j. �
^SOL I S A.PiD rLC.r! riVc'R7-= N':
I.II '
."
ALTEh:iS Tc SI IE-,. S! ti t ' -f 1' I t 10 I of :ISliNIt
�
T.H.,'ri —Z`
PPOPOSED DP.AINFIELD— _
I;iT ! / VA
PROPOSED -DR 11,11 If L U rLAS ti-
fiF E P r:` C T I !r_ j !
/ j(I SC LE:
ro ! d
.I.,=40'
OF
t t 4� f� ¢ +", 3 1 ,'—v ..---�E sg ^' i " ,r Ti v iI C - +
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...:_ �`� a a:,Js._ r., t e ... v_�._.M d'.._ -rte .1:.I. �! „H:,..:: : . ,,. ,
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ENGINEERING SALES CONSULe INN j�f(
..........
PREPARED FOR: PHONE NU!ABER: PACE NUMBER:el`tt'�'� f�.' Ertl aS V
�r1,�1?:I"Y BOUNDS901-337-2`762 2 01= �' 79F,3 2�J,"' % C=-�c
PROJEC PLEGAL DESCRIPTION: DRAINNI BY: �j" ,,<< 3 �S�ZU.�'��Ar
Ar
KNOLL Oil THE VVOLD; BLOCK •1, !.OT 3 D.J.G. � Fp _. ._' � �
TYPE OF r.'oRi<:DATE: LICEhisC-�rTOFESS��
- 3/25/202.0 #AECCe86
CaEs!C i!OF S1=I'T!CTfiid UIaGH/`-,D1 _-__ - i
.P 510 TI
OR
18
5-00 OQNIA�1*11 11—
FNGINhFRING S IFS !'ONSUITING
27v11L TU;. RR... i. COTE r•i 5DP....._ 1.,:1.. 517., PAX 07) 3. v—,WBSTR.. '+.. a:. ,tti :.. r... ., W.,•
SOIL LOG - PERCOLATION TEST
LEGAL DESCRIPTION: KNOLL ON THE VVOLD: BLOCK 1, LOT 8
PERFORMED FOR: MARTY BOUNDS DATE:_
DEPTH
(feet) OR% TEST HOLE #11
1
3
4
5
6
7
6
n
10
11
12
13
14
15
16
17
18
C,f'
SOIL CLASSIFICATIONS
READIINIG
CLOCK
TIME
NET TIME
(,MINUTES)
101ATER LEVEL
READING
NET DROP
(INCHES)
•�
CP
ML
G I-!
C.L
GC
OL
°a °° o
SW
MI -I
000000
SP
CH
mSial
OH
SC
DEPTH TO
GROI_INDAIA TER DIA T E
DRY 3119120
DRY 3/26/20
3/18/20
Municipality of Anchorage
On-site Water and Wastewater
®��QI CODE COM
,�>41
® ��Sf?CJi04 erlfuss,
`99 �
............ ...........,. 'j....0
00 � J� " ey A. arness w�
��J1 CC 79 3 A7
LICEN E ti Iva
,tAECC°84
SITE PLAN
G�
N
SCALE:
I`= 100'
DATE
READIINIG
CLOCK
TIME
NET TIME
(,MINUTES)
101ATER LEVEL
READING
NET DROP
(INCHES)
ABSORBED 5 GALLONS AS IT WAS POURED TVVO
SEPARATE TIMES (10 GALLONS TOTAL)
®19 m-°� PERCOLATION RATE' <1 (mIN. INCl-i PERC. HOLE DLG.
t®° 6°©®
0°°°9°®°C TEST RUN BET VEEN 5 FT. AND 6 FT.
6 (INCHES)
20 w® ®ma ?o FOUR HOUR PRESOAK % N4S PERFURi'IE 1: El YES RE idU
B.O.H.
SOILS L- :GED Y DAVID GARNESS PERCOLATION TEST PERFORMED B DAVID GARNESS
COMMF:N I'S: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH.
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFOR IED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 7 �,
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. a P.O.
Box 196650 Anchorage, AK 99519-6650 o http://www.muni.org/onsite • (907) 343-7904
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP191041
PID Number: 041-031-49 ❑ New R Upgrade
Name:
Marty Bounds
ABSORPTION FIELD
❑ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound
Address
9200 Basher Drive
❑ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
4
GPDISF
Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
Ft.
Gravel depth beneath pipe
Ft.
Subdivision
Block Lot
Knoll on the Wold
1 8
Fill added above original grade
Ft.
Gravel length
Ft.
Township
Range Section
Gravel width
Ft.
Beds: Number of Lines
Distance between lines
Ft.
SEPARATION DISTANCES
To
Septic
Absorption
Holding
i Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Lift Sion
tat
Tank
Line
Ft2
Ft.
Well
100+
I
TANK 0 Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer
Anchorage Tank
Capacity
1250Gal.
Surface Water
100+
Material
Steel
Number of compartments
2
Lot Line
5+
NA
i
Foundation
10+
LIFT STATION
Manufacturer
Capacity
Gal.
Curtain Drain
50+
Pump on level at
Pump off level at
High water alarm at
Remarks
in.
in.
in.
Pump make and model
Electrical Inspections performed by
PIPE MATERIAL House to tank 3034 Tank to 3034
drainfield
Installer
Whitters
Drainfield CO/MT 3034
Inspector Pannone Engineering
Services
BENCHMARK (Assumed elevation) 836.0ft
Inspection 5t
1 4/4/19
5/9/19
Location and description
dates:
�
2�0
Garage FF
3
41
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL
Engineer's Stamp
o. A(, �
Conditional Approval:
Date
•.'qs►���
�����<G.
• tteven � Llnnope•
C $
c� �©149•��
Approve
--,
Date�Pon
0 j 3 (.
55tp�P .
Inspection Report_1-1-12.doc
\NO WELLS
/bz4�/
.. \ /
U / Z
—832/WELL E ¢ /
836
NO WELLS OR SEPTICS ON ANY LOT 1 836
WITHIN 200' OF PROPOSED TANK REPLACE , 4BR I /
HOOSE (E) ;09.3
ALL MEASUREMENTS t 1.0'
A B
T1_ 32.7
48.7
T2 40.2
55.7
DCO 46.7
61.7
PER MOA CODE `
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NOTES: PANNONE ENG SVC, LLC-e�®�®`\��t Dote
RECORD DRAINING P.O. BOX 100217 ANCHORAGE, AK 99510 '(� �F A�gs�l� 5/24/19
DRAWN BY: PHONE (907) 272-8218 FAX (907) 272-8211'<499�r�d Scale 50
ACP L d P.I.D. NO
----- KNOLL ON THE U I BLOCK 1, LOT 8�� 041-031-49
MARTY & JANET BOUNDS d Steven Pannone ® PERMIT No.
9200 BASHER DRIVE ��� CE 81490 OSP191041
PLAN ANCHORAGE, AK 99507 ,�k %/, OFESSIO®�� "� She
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`°' o MUNICIPALITY OF ANCHORAGE �,,,
On-Site Water& Wastewater Program .N- S`,".•
re.:5, -,,,
1 PO Box 196650 47C0 Elmore Road V �'�-
Anchorage.Alaska 99519-66650 Phone:(907)343-7904 Fax (907)343.7997 r,
1.
l� htlo://www.muni.orglonsitel �j i A
N.
Department
cr,on,.�
On-Site Wastewater Disposal System Permit
Permit Number: OSP191041 Effective Date: 3/6/2019
Work Type: SepticTank Upgrade Expiration Date: 3/5/2020
Tax Code Number: 04103149000
Site Legal Address: KNOLL ON THE WOLD BLK 1 LT 8 G:2142
Site Mailing Address: 9200 BASHER DR,Anchorage
Owner: BOUNDS MARTY M & JANET G Lot Size in Sq Ft: 72201
Design Engineer: PANNONE ENGINEERING SERVICES Total Bedrooms: 3
This permit is for the construction of:
❑ Disposal Field 0 Septic Tank ❑ Holding Tank. ❑ Privy ❑ 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: Property appraisal lists the house as a 4 bedroom home. The field may need to be upsized
prior to selling the house.
Received By: áq J _ = Date:
Issued By: A ,, /Va. 4_ Date: ,- .. /cf
f P )MIS
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
Parcel I.D. 041-031-49
Property owner(s) Marty & Janet Bounds Day phone
Mailing address 9200 Basher Drive, Anchorage, AK 99507
Site address 9200 Basher Drive
Legal description (Sub'd., Block & Lot) Knoll on the Wold. Block 1, Lot 8
Legal description (Township, Range & Section)
Lot Size 72,201 Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(CO all that apply)
Absorption Field ❑ Initial ❑ Single Family (SF) IX)
Septic Tank x❑ Upgrade I x I
(w/wo ADU)
Holding Tank ❑ Renewal Duplex (D)
❑ Multiple Dwellings
Privy ❑ (SF and/or D)
Private Well ❑
Water Storage
THIS APPLICATION INCLUDES A VARIANCE I WAIVER REQUEST FOR:
Distance:
I certify that th: .bove infor tion is correct. I further certify that this is in accordance with
applicable Mu ipal Codes
(Signa re of p operty owner or authorized agent)
Permit/Rush Fees: ca`J- Waiver Fees:
Date of Payment: iNa0Jfq Date of Payment:
Receipt Number: 00 ( Receipt Number:
Permit No. OSPI910 q l Waiver No.
Permit App__- :....c.
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP191041, Deb Wockenfuss, 03/06/19
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP191041, Deb Wockenfuss, 03/06/19
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP191041, Deb Wockenfuss, 03/06/19
'~AME
MUNICIPALITY OF ANCHORAGE '~O~ ~;'¥,~ 0 ~
DEPARTMENT OF HEALTH 8, ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street - Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
PHONE ~JEW
3 3'7 7'7 2J UPGRADE
MAILING ADDRESS
LEGAL DESCRIPTION
NO. OF BEDROOMS
Absorption PERMIT NO.
Material ~)'T~L~- No. of compartments
Inside length Width Liquid depth
Dwelling PERMIT NO,
Liquid capacity in gallons
LOCATION
· ] DISTANCE TO: lbo
:,- ~ I Manufacturer
mF.
~..~ I DISTANCE TO: IWell
~ ~ ~ I Ma.ufacturer
DISTANCE TO: Well ice ~
No, ofbnes / Length of each line
Top of tile to finish ~'~'~
grade ¢ ,/
Length Width
Type of crib Crib diameter
Class Depth
DISTANCE TO: Building foundation
Foundation
Total len~,th of lines
Material beneath tile
Depth
Crib depth
Building foundation
Driller
Sewer line
OTHER
PIPE MATERIALS
· pr(:. c I
SOIL TEST RATING
INSTALLER
REMARKS
Material
Nearest lot line
Trench widt h~/
inches
PERMIT NO,
Distance between lines
Total effective absorption are~
PERMIT NO.
Total effective absorption area
Nearest lot line
Distance to lot line PERMIT NO.
Septic tank Absorpt on area[s)
APPROVED DATE LEGAL
72-013 (Rev. 3/78) ll,~ ~' ,~ J~,i t~,~ ~ ....... ~
DAILY'DRILLING LOG
PEN IFRq Y nR11 FlWr. twn c4_S
�R Box 2201 Wasilla, Alaska 99687, 344,2612
OWNER OF LAND ....Marty.............Bounds ......... DEPTH OF WIML-.- 1030
--- — - -------- - - . ....... . ............................. . . . .. ...............................
ADDRESS.' . .................. 3.80.1-..C.hec.kmate.. Drive Apt. A 99504
STATIC LEVEL OF WATER FT..._.aBj . .. . .......... .
WELL—SITE ............ ..S.tucka.g.. . .. a ... i n..........He . .......... ights ......... ................ ................... DRAW DOWN FT... 29 @ 10 gpm
..........
.. ... ..................... ........................... ... .......... . .. . .................
DATE—STARTED—May...., .24, 1983.......... 12 Op
.......... . ............. ................ ............................. GALS. PER UIL ...... . . ....................... ....... M
May 2.4 1.983 . . .................... . ..................................
DATE—ENDED ......................................... ..................... ......................... . ............. RIND OF CASING ............... 6,.1 ... S.te.e.1 ... Welded ................................
..... .... .....
KIND OF FORMATION:
FROAI.......... ............ YT. TO....... . ............ ;..FT.T?Pr!! . ...................
FROM ..........1
.............FT.
TO ............12
............
JFTSandy Gravel ........................................
FROM..........
12
................
FT. TO ........
........ Gravel
. ... ....................................
FROM, ..........................FT.
24
TO .............
44 Sandy Gravel.
FT ... ......................................
44
100
Gravel
FROM..........................FT.
TO..........................FT
................
FR iM .......... 100...
....... FT. TO...:... 103 ..........FTq .a..v...e...l.....& ...W...a...t..
FROM...........................
FT. TO ................. ; ........
FT . ..........................................
FROM...:......................FT. TO .......................... FT ..................... ..........
FROM.......................... FT. TO ........................... FT ......... . ...... .......... . ....... 1.
FROM.......................... FT. 70 .......................... FT ............ ...: ......................
FROM.................... ,TO .......................... FT ..................
FROM.......... ............. IV. TO......-. ....FT.........................
XISCL. INFORMATION:
rFROK ..........................ft. TO ....... .............. m
FROM.......................... FT. TO .......................... FT
FROM. ...................... . . FT.' TO ........................... I. .........
................................
FROM....... i.: .......... I .... FT. To .......................... FT . ................................
FROM................___....W. TO .......................... ;..FT ..............................
FROM. ......................... FT. TO.:............:........
FROM........................... FT. TO.....6 ....................... FT ...................................
.FROM ..........................FT. TO ............................. FT .................................. . .....
FROM................_,.......FT. ,T0 ......... . ........... .........................................
FROM.... -.._ .................FT. TO ............................ FT .......... ..............................
..FROM ....................... :_FT. TO . . ....... . .... ......... FT .........................................
FROL........ I ................. FT. To ............... . ........ FT ...............................
Larry Jr., T
DRILLERIS NAME ................ ed, Tom Schachle.
................... .......... I ........................................ I ..................
FIF:'PLtCRN]- MRRT"r' E:0UN[:'S ]:SC"i± R CHECKMFITE
LOCFIT I L')N
L.EGFIL. L.O"F 8 BLK :!.. Kt'.,ICILL. ElF THE P.IO.~ [:, LOT SIZE
TYF'E OF' SOIL FIBSORPTICd'.,I S'~.':~';'I'EI',I IS';: TRENCH
, ' '; ' ' - OTECT 1 Ol'.J~
[:,EF'FtRTMENT ~ FIEFILTH I'-tND EI~,II._I4tlEt~T!,IL
',:::'25 '" t.. '" ~';]"F::EET., FINCHORFIGE.,FIK. 99r:,,.CL
/
;264-4720
It..qt [.:..% fL_.., fL .... ~ Ih..~ ~::, C, t'-,~ .... ~'; % ']-' E-'~ £~;; t~.: IL,,~ E':E ~4: II:=' E: i1::~: ti"dl % ] ....
,:: 87.': 3
'.~"_:~ L:)'3'_g'2'~ L::.';I..] I,J Ft R E F' E E T
HF:tXIMUH {'*,{IJi'"IE:ER OF E:E[:,Rf]OMS =
SOIL RF~TII',tG ('_:;L.] I'--T',.."BF:)= :25E~
THE LEi'.,IGTH [:,IMENSIOI'-,I IS THE L. ENGTH ,::II'.,t FEET::, OF THE TRENCH CIR [:,RFIINFIEL[:,.
THE [:,EF'TH OF F:I TRENCH OR PIT IS THE [:,1,STFINCE BETI.,.IEEN THE SURFRCE OF THE
GROUND F".Ii'.,t[:, :'HE E:OTTOH OF THE E';.=;C:F4',,,'FtTION ,.'.IN FEET).
]'HERE IS NO SET NI[:,TH FOR TREI'.,IC:FIES.
THE GRFI',,,'EL [:,EF'TPt IS THE MINIHUH [;,EPTH OF' GRR',,,'EL. E:ETI.4EEN THE OU'I-FFILL. PIPE
FINE:, THE BO]"TOM OF THE EXCFI',,,'FI]"1,01'4 ,:.' :[1'.,I I:-'EET::,.
E ,..'7.:., I1__[ % t1~]:: E~ lei:,, '.'~; E: F' 'T ]] C: "-¢" E~ If'-4 F::.: :5 ]] ;Z E ==
F~
L_
L.,
C,
PERH 1, T FIPF'L I C:FINT HFIS "{'FIE RE:E;,POIqS 1' B I L. 1, T"r' ]"O 1' I",IFORH TH T :::..: E:,EF'FIRTMENT [)UR I t",IG THE
1'NSTFILI._FITION 1'NZ;F'EC:TIOI",t'S OF FIN"r' I.,.IELL2; FI[)JFICENT TO THI'"~: F'ROF'ERT"r' FINE:' THE
[",ILli'"IBEF.'. OF RES 1' [:'Ei",IC:ES THFIT THE I.,.tELL 1.41 LL SERVE.
HIhIIMU{'"I [:,1,STFII",ICE E:ET!.,.IEEN FI I.,]EL.L_ RIq[:, FIN"r' ON-SITE SENRGE [:'ISF'O:'SFtL S"r'STEI"{
:JJ.30 FEET FOR Ft F'RI',,,'FITE WELL OR ±50 TO 200 FEET F'ROM R PUBLIC ,~4EL. L E."EF'E:.iq[:'ZIqC'i
LIF'C~N THE 'T"r'F'E OF F'UE:LIC 1.4EL. L.
MINIMLIH DISTRNCE FROH la I::'RI',,,'R'I-E kIEL. I._ ]"0 R F'RI',,,'FI'f'E SEI.,IER L1,NE IS 25 F'EE:T FINE:,
TO R COHHUI",ItT'¢ SE!.,.IER LINE Z:~:; 75 FEET.
.WELL LOGS FIRE: F.:EE~UIRED FINE:, MUST BE RETURNEE:, TO :"PIE DEPFIR]"MENT I.,.IITHIN ]:0 [:'R"¢S
OF THE WELL E:OHPLETI
OTHER REE]UIF. tEMENTS MFI"r' FIF'PL.'¢. LE, PEE:1,FICFFr1,0NS RN[:, COI'.,ISTRUCTION [:,IRGRRI','IS FIRE
Ft',,,'RILI::IBLE TO 1,t'.,ISURE PROPER fNSTRLLFI]"IOiq.
I CERT I F'-/ THFi"f'
:L: I I~i'd FFiP'I1,L_IFIF.: I.,.II'TH THE: REQI_IIREI',IEI'.d'f'S FOR ON-S1'TE 'Z.:;EWERS Ri'.,ID I,tELL. S RS SET
FOR'T'I4 E',¥ THE MUt'.,IICIPFIL1' T¥ OF' RNCHORRGE.
2: I I.,.IiLL INSTFILL :"FIE S¥S]"EH 1'I'.4 FICE:OF::[:,RNCE .klITH THE C:O[:,ES.
2:: I LINE:,ERSTFIN[:, THFIT THE OI'.,I-S;ITE SEI.,.IER '.:-";'?'L::;TEM HR'¢ F.:E(;!UIRE ENLP'IRGEHENT If-:' '['HE
RE'_:!;IDENCE 1,~'; REMODELED ]"0 I IqE:I...UDE MORE THFII'-,I Z:.': E:E[:,ROOHS.
{p ta/ils
Mun kipaliry'- o f An*h$ r*g$
Sn.$it* \tV*t*r a,rr$ lfi&*t*w*t*r Prrgr*m
{$sr} ***-vs *
Gertifi*s** *f Sn-Site $y,stems Approval
Farnsl I,D,S41"*.$1-4
{. #gllHXgL l$IFSR[iATlsl'l
C*rnplet* leg*l d*CIcr:iption
f;x,pir*tiun il&te: )"t,&Y, b , .Aq&,
-tr-
l{nsllnn thp Ht$ld: Bl*ek 1" L#t $
#l"lrr*nt Fraperty cwner{o}
Ma{ling nddr*a$
Real f;state Agent
Dsy phcn*
ffi-y$*ll*e;q -- ,, , ," ,,,,.,., Scy phtn* '$.$ti$$?r'fi,i$3 .,.,,"
TYPfr SF FIJIiHLLIhIS;
m $ing{e Family {wA*uc ADU}
il ilupl*x
ill $Jultlpl* Swelling* {$lngfe Farnily andlor $upl*x}
s" Nl,.lilfisHa sF HfinR0*fll$:
4* TYPE SF AIATER $UFPLYI
tn#ividual Well
I nd,ivid r.l*l Wat*r $t*r'age
*nr*mu nity f; tans_W*il:
Ft*hlic Wete*'$y*te,m
YYtr.E SF WA$TEIfiTATHR SISF#SAL:
lndivldual m
Flalding Tsnk n
Go.rnrnunity il
Public $ewer il
4
ffitilil
Waivar$/mrien*e reque*t fon Sistsnce;
Receiv*d by:
fi*$,q t* b* rel*ss*s io the *ng1lrls€r, iifitfiss slhEnuipe requa*l*d by{hasnglnqsr;
trata;
f;*SA Fee $e8b
Safe *f Faym*nt 4leleoeo
s** ipt frtunrber *,,,,, A3.+lftl!,h,,,,, ,,,,-",, ,,",,
Waiv*r Fse $
Fsta af Fayment
-._R*ceipt t*umimr
tAlaiver.,#fis$A #B5 Ccbil't
5. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation,
based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines for this application,
shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate
for the number of bedrooms and type of structure indicated herein. I further verifu that based on the information
obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water
supply andior wastewater disposal system is(are) in compliance with all applicable Municipal and State codes,
ordinances, and regulations in effect at the time of installation"
Name of Firm: Garness Enqineerino Grouo, Ltd fGEG)Phone: 907-337-6179
Address: 3701 Fast Tudor Road, Suite 101- Anchoraqe, Ala$[a 99507
Engineer's Printed Name:Jeffrev A. Garness
ln conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system
in accordance with the guidelines and regulations established by the Municipality of Anchorage and
industry practices. The reported results describe the condition of the system/s on the date/s of the
evaluation, Separation distances were measured to readily identifiable features. Hidden defects or
encroachments may exist that were not identified during the evaluation. The operational life of all wells
and septic systems depend upon a variety of variables, including but not limited to, soil conditions,
groundwater levels (that may fluctuate during the year), quality of construction (materials and
workmanship), and the water usage of the family utilizing the system/s. These conditions can vary, and ''
are outside the control of GEG. Satisfactory test results do not guarantee future performance of the '
system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of
"".the well or septic system. GEG makes no representation whether an alternative well or septic system
can be installed on the property in the event either of the current systems fail to perform adequately in
the future. The content of this report is for the sole benefit of the person/party that retained GEG to
perform the evaluation. Reliance upon lhe information provided in this report by any other person or
party (including subsequent property purchasers) is not authorized, nor will it confer any legal right
whatsoever.
D$D SX6.IGNATURE
System #1 Approved for
System #2 Approved for
Disapproved
Conditional approval for =bedrooms, with the followiE
ll s$\$'w;bedrooms
bedrooms
$lP'
{$F'tffiilffiFF
tttjtTiit\til;*i
p
(eI
$s
e
\NT
i'Hrt
rr"N
["l-
'-\il F
[aR
-s\\t
eRl
fi$');aol,
ft\-r
\19
biall
?R(
X Nitrate Advisory
Arsenic Advisory
Other
,r,/Wgu+ M/ orisinar certiricat.o^r., 4/("fiotc
The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On-Site Systems Approval (COSA) based only
upon the representations given in paragraph 5 by an independent professionalcivilengineer registered in the State of Alaska. The Municipatity
of Anchorage is not responsible for errors or omissions in the professional engineer's work.
7. ATTACHMENTS:
COSA Checklist
Septic System Advisory
Well Flow Advisory
APPLiC, .,4T FILLS OUT UPPER HAL ONLY
Mailing Address ' ,,. /?,,,; % /'
Buyer
Phone
~ddress
Zip Code
Lending Institution z.~ . ~
Address ' .-
Realty Co. & Agent
Address
Zip Code
Zip Code
Phone
Phone
Street Locatio,,i , ~ /,,-~. / ,..~/., (. /
Type of Residence
.~'.~ Single Family
[] Multiple Family No. of Bedrooms 7P
~ Other
Water Supply ,~: Individual
[] Community
E] Public Utility
Sewer Disposal
.~::lndividual
[] Public Utility
(~ Holding Tank
ATTACH WELL LOG. A well tog is required for all wells drilled since June 1975.
For wells drilled prior to tllat date, give well depth (attach Icg if available).
Year Individual Installed: '/'/'1" ~
When Connected to Public Utility:
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
Time
Date
Inspector
Field Notes:
Time
Time Time
Date Date
Inspector
Inspector
Date
q'~ %-~
Inspect~
MUNICIPALITY OF ANCHORAGE
DEPT. OF HEALTH &
ENVIRONMENTAL PROTECflON
RECEIVED
(~) APPROVED BEDROOMS
) DISAPPROVED
) CONDITIONALAPPROVAL*
DATE --
BY: ~~~'
*CONDITIONS OF APPROVAL
Dale Sewer Installed
Well To Absorplion Area
Well to Tank / d~
Well Log Received
Septic Tank Size
Soils Rating
72.023 (3/82)