HomeMy WebLinkAboutLOMA ESTATES BLK 1 LT 3Lorna Estates
Block 1
Lot 3
#020-092-25
Oct_21.2022 01:13 PM Anchorage Well & Pump Service Inc 9072430742
#1837 P 1/ 1
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: 020 _ 092 - 25
Legal Description Bloch Lot Property Owner Name & Address:
C'ARME=RIE BARBARA & JOSEPH REVOCABLE TRUST
LOMA ESTATES 1 3 1731 THUJA AVE #A
ANCHORAGE, AK 99507
Pump Installation Date: 10 - 19 2022
Pump Intake Depth Below Top of Well Casing: 192 feet
Pump Manufacturer's Name: A.Y. MDONALD
Pump Model: 3075V3LB
II Pump Size: .75 hp
IIPitless Adapter Burial Depth: I I
II Pitless Adapter Manufacturer's Name:
II Pitless Adapter Installer:
feet
MERRILL
Well Disinfected Upon Completion?1� Yes 0 No
Method of Disinfection: PELLETS �\
EI Comments:
II Pump Installer Name: _
II Company:
11 Mailing Address:
ANCHORAGE WELL & PUMP SERVICE
7640 KING STREET
ANCHORAGE, AK 99518
907-243-0740
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: OSP221037 PID Number: 020-092-25
Dwelling: X Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ■❑ New ❑ Upgrade
Name
Barbara & Joseph Farmerie Revocable Trust
ABSORPTION FIELD
❑ Deep Trench I■❑ Wide Trench El Bed El Mound
Site Address
5340 Celtric Drive
❑ Other
Phone
(907) 727-5259
Number of Bedrooms
4
Soil Rating
Total depth from original grade
1.2 GPD/SF
8.0 / 8.0 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
4.0/4.0 Ft.
Gravel depth beneath pipe
4.0/4.0 Ft.
Subdivision Block Lot
Loma Estates 1 3
Fill added above original grade
0.5/0.5 Ft.
Gravel length
25 / 25 Ft.
Township Range Section
Gravel width
5/5 Ft.
Beds: Number of Lines
n/a
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
500 Ft2
2
9.4 Ft.
Well
>100'
>100'
N/A
N/A
>25
TANK 9 Septic ❑ S.T.E.P. ❑ Holding ❑ Other
Manufacturer
Greer
Capacity
1250 Gal.
Surface Water
> 100'
> 100'
N/A
N/A
Material
Plastic
Number of compartments
2
Lot Line
>5'
>10'
N/A
N/A
NA
Foundation
>10'
>1 0'
N/A
N/A
LIFT STATION
Manufacturer
N/A
Capacity
Gal.
Remarks
Alarm location
Electrical installed by
Installer
PIPE MATERIAL House to tank D3034. Tank to D3034
drainfield
BTH Construction
Drainfield D3034 CO/MTD3034
Inspector L Tidwell / M Jakubisin
BENCH MARK (Assumed elevation) 100 ft
Inspection ection 15` 10/18/22 10/19/22
Location and description
2�d
Yd 10/19/26 411
Bottom of siding @ NE Corner
ON-SITE WATER AND WASTEWATER SECTION APPROVAL
Engineer's Stamp
q
Conditional Approval: Date
��Q'��•' •���,,�
e* 49TH
Septic System
rj �••• Ben)a*"SchillerAV
F� CE
Approved Date Z ` 202
12592
'sl • • 11/29/22 , • • •� ,y
,lOFESSIONP�'.®~
F�pR,OFESS1
Note:
k;\�
this approval does not include well permit requirements.
®
�, v i
Benjamin Schiller
CE 12592R
E
GISTEREDPROFES S I O N A LENGINEER1"=50'
CO - CLEANOUT
2CO - DOUBLE CLEANOUT
FCO - FOUNDATION CLEANOUT
FS - FLOW SPLITTER VALVE
MH - MANHOLE
MT - MONITORING TUBE
SV - SEPTIC VENT
TH - TEST HOLE
LEGEND
TH#2
PERMIT # OSP221037 PID # 020-092-25
LOMA ESTATES, BLOCK 1 LOT 3
A B
FCO 5.3
MH 14.0
SV 18.2
A
B
2CO 21.5
CO1 27.4
MT1 31.2
CO2 52.5
33.7
35.1
36.6
37.8
20.8
19.8
18.5
FEET
0 50
CELTIC D
R
I
V
E
3-BDRM HOME10' UTILITY EASEMENT
650
640
630
620
610
600
NEW WELL
2-25' LONG x 5' WIDE,
4' EFFECTIVE DEPTH
ABSORPTION TRENCHES
APPROX 11' SEPARATION
FCO
2CO
MT4
CO4
ALTERNATE SITE
CAT III SYSTEM:
20' LONG x 5' WIDE, 4'
EFFECTIVE DEPTH
ABSORPTION TRENCH
APP RATE 6.0 GPD/SF
PEAK FLOW - 600 GPD
1250-GAL SEPTIC TANK
w/ 20" MANWAY
EXISTING WELL
w/ 100' RADIUS
EXISTING WELL
w/ 100' RADIUS
MT2 CO2
CO3
CO1
MT1
MT3
PLAN AS-BUILT
MT2 50.3
CO3 36.6
MT3 40.2
CO4 57.3
MT4 53.9
16.0
32.9
32.8
31.5
28.5
SV
MH
11/29/22
11.0
PROFILE AS-BUILT
(NO SCALE)
95.0
90.0
95.7
99.8FCOMH SVPERMIT # OSP221037 PID # 020-092-25
LOMA ESTATES, BLOCK 1 LOT 3
1250 GAL
SEPTIC TANK
98.8 FINISH GRADE
25'
DRAINFIELD ROCKMT1
TH#2NO GROUNDWATER 4/12/22
90.3
94.3 CO1CO283.3
90.3
94.3
98.3 ORIGINAL GRADE MT22CO94.7
Benjamin Schiller
CE 12592
R
E
GISTEREDPROFES S I O N A LENGINEER98.8 FINISH GRADE
25'
DRAINFIELD ROCKMT3
90.5
94.3 CO3CO490.3
94.3
98.3 ORIGINAL GRADE MT4SOUTH TRENCH
NORTH TRENCH
11/29/22
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://www.muni.org/onsite
On -Site Water & Wastewater System Permit
Permit Number: OSP221037
Work Type: WellSeptic Initial
Tax Code Number: 02009225000
Site Legal Address: LOMA ESTATES BLK 1 LT 3 G:3337
Site Mailing Address: 5300 Davis DR, Anchorage
Owner: FARMERIE BARBARA & JOSEPH
Design Engineer: FORGE ENGINEERING
Effective Date
Expiration Date:
Lot Size in Sq Ft:
Total Bedrooms:
�».cnt
Department
2/22/2022
2/22/2023
59992
This permit is for the construction of:
C� Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy 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
CO --ex I ow d e_50 v� _ 9641,L) 1/111/z-1-
Veronica
/g/zz
Veronica Pope
2022.02.22
*RRi�
Received By: 16:42:35 -09'00'
Date:
Issued By: Date: Z Z Z
i
4
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. 020-092-25
Property owner(s) Barbara & Joseph Farmerie Revocable Trust Day phone (907) 727-5259
Mailing address 1731 Thuja Ave # A, Anchorage, AK 99507
Site address 5340 Celtic Drive
Legal description (Sub'd., Block & Lot) Loma Estates, Block 1 Lot 3
Legal description (Township, Range & Section)
Lot Size 59992 Sq. Ft. Number of Bedrooms y
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(N all that apply)
Absorption Field
❑X
Initial ❑X
Single Family (SF) ❑X
(w/wo ADU)
Septic Tank
❑X
_ Upgrade❑
(D) ❑
Holding Tank
❑
Renewal ElDuplex
Multiple Dwellings ❑
Privy
❑
(SF and/or D)
Private Well
❑X
Water Storage
❑
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
Distance:
certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees: A�s 20
Date of Payment: ZZ/6ZZ2
Receipt Number: 0/14130
Permit No. 0�P 2Z l03 7
Permit App_'- : ,-..:c
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
co .*
April 6, 2022
LYTA
E E R I N G
PO BOX 240773
ANCHORAGE, AK 99524
522-7773
677-7766 (FAX)
FORGECIVIL.COM
MOA Development Services, On -Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: Loma Estates, Block 1 Lot 3 — Celtic Drive
Septic system Change Order
Dear On -Site Services Engineer:
.. .........
Benja m Schiller
! ��c •. CE 12592 w
During the preparatory work for the foundation on the subject lot, near the northeast corner of the
property, the soils were found to be much more suitable for the location of the septic system. The
previous design was a substantial distance downgrade and conflicted with the proposed driveway.
The proposed change order design utilizes the favorable soils and will avoid issues with the
driveway.
The relocation and adjustment of the absorption trench will not pose any conflicts with the
neighboring lots, proposed well location, or other separation distances required.
Sincerely,
Benjamin Schiller, PE
LOMA ESTATES, BLOCK 1 LOT 3
/ GE_L
y �
' � I
/ EXISTING WELL
w/ 1 00'RADIUS
fl ��
LOT 4 l
f
600
i
/J
F1 GE_
�� ': 1f'ENGINEFRING �
49 TH Ar
.� .
BejaSchiller
592 .• ���i
.�
�I�I:�PROFES510NP�'�.� �
/ MAPPED MOA
DiRAINAGE�
NO SURFACE WATER
OBSERVED DURING
1 SITE VISIT
1250 -GAL
5'
Y
co;A,(
LOMA EST B1 Ll i WELL >1'00'
FROM PROPOSED SEPTIC
LOT 1
_- . >10'
� Co MT 0 i
2C0 pMT MT
CO
• STH#2 MT -2`25' LONG x 5' WIDE,
FCO 10, f 4�'EFFECTIVE DEPTH j
ABSORPTION TRENCHES
-� MAINTAIN 8'SEPARATION
j
i ALTERNATE SITE
CAT III SYSTEM: �'
�4V 20' LONG x 5' WIDE, 4'
EFFECTIVE DEPTH
ABSORPTION TRENCH!
1
APP RATE 6.0 GPD/SFS
`-mQ - PEAK FLOW - 600 GPD
M �
LOT 2 SEPTIC PER
RECORD SURVEY
,co
/
Lu
v
I a.
�
JLOT3 �i / / r \
1LOT2� �
I
PROPOSED WELL
tw/ 100' RADIUS 610 EXISTING WELL
1 00'RADIUS, \
1 1 1
610 650 _I _
620
I6
640
1�0' UTILITY EASEMNl` 7L—
iU0 E:
�! ��\ J LOT 10 �\
NO SLOPES >46% OR SURFACE WATER WITHIN 100' OF THE LEGEND
PROPOSED SEPTIC SYSTEM.
CO - CLEANOUT
ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS 2CO - DOUBLE CLEANOUT
PROPERTY ARE SHOWN. NO CONFLICTS WITH WELLS OR SEPTIC FCO - FOUNDATION CLEANOUT
SYSTEMS. FS - FLOW SPLITTER VALVE
0 50 100 MH - MANHOLE
FEET MT - MONITORING TUBE
SV - SEPTIC VENT
111=50' TH - TEST HOLE
LOMA ESTATES, BLOCK 1 LOT 3
DESIGN FACTORS:
600 GPD PEAK FLOW
PERK RATE: 1.9 MIN/IN
APPLICATION RATE: 1.2 GPD/SF
SYSTEM REQUIREMENTS:
5 -WIDE TRENCH SYSTEM
1250 -GAL SEPTIC TANK w/ 20" MANWAY
600 GPD / 1.2 GPD/SF /5' WIDE *0.5 RED FACTOR (4' EFFECTIVE) = 50 LF TRENCH REQUIRED
(50 LF SPECIFIED)
BOTTOM OF TRENCH: 8' BELOW GRADE
FLOW LINE ELEVATION: 4' BELOW GRADE
TOP OF TRENCH: 6" ABOVE GRADE
6" 1=111;-111-i i t
GEOTEXTILE FABRIC
- 4" PERFORATED PVC
(HOLES DOWN)
DRAINFIELD ROCK
TYPICAL TRENCH SECTION
(NO SCALE)
NOTES:
1. GRADE AREA OVER TRENCH TO DRAIN AWAY
2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2'
WITH 2" OF INSULATION
3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER
THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY
co;g,(
_- - sk
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r
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..........
. ' . • Benja. • •
'n Schiller ' .
't1�s�F�O CE 62292 .����r
i►� PROHSVAO .�
rsfW, r-r.�-r
r�rrr�irr F -r
irrr`siprr--ftr'rT
�►`�r r�r • •-r • • r �,r � r -err,, �-r'--��--r
r'�I�r�i �I,�'.�'r�►�T�I..�r`rzi�� �f ��
GEOTEXTILE FABRIC
- 4" PERFORATED PVC
(HOLES DOWN)
DRAINFIELD ROCK
TYPICAL TRENCH SECTION
(NO SCALE)
NOTES:
1. GRADE AREA OVER TRENCH TO DRAIN AWAY
2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2'
WITH 2" OF INSULATION
3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER
THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY
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..........
. ' . • Benja. • •
'n Schiller ' .
't1�s�F�O CE 62292 .����r
i►� PROHSVAO .�
DEPTH
(feet)
1-
2-
3-
4-
5-
6-
7-
8—
9
10
11
12
13
14
15
16
17
18
19
3�
GE SOILS LOG AND PERCOLATION TEST
E N G I N E E R I N G
LEGAL DESCRIPTION: LOMA ESTATES B I L3
PERFORMED FOR: HULTQUIST HOMES
DATE: 4/1/2022 PARCEL ID#: 020-092-25
TEST HOLE 2
I I I_I I I I ISI I I
1' OB
START TIME
NET TIME
(MINUTES)
DEPTH To
WATER
NET DROP
INCHES)
(INCHES)
.
PERC TEST LOCATION
12:17
10
0
GM (SILTY SANDY GRAVEL)
55/16
2
12:28
10
0
s
5%6
DATE
READING
START TIME
NET TIME
(MINUTES)
DEPTH To
WATER
NET DROP
INCHES)
(INCHES)
4/1/22
1
12:17
10
0
5%6
55/16
2
12:28
10
0
5%6
5%6
3
12:39
10
0
53/16
53/16
4
12:50
10
0
5YI6
5Y1s
5.,
1:01
10
0
5%6-
5%6
6
1:12
10
0
5%s
5%6
6" DIAMETER TEST HOLE PRESOAKED PRIOR TO TESTING
PERCOLATION RATE: 1.95 (MIN/INCH)
SITE PLAN
NO WAS GROUND WATER ENCOUNTERED?
N/A IF YES @ WHAT DEPTH?
DRY DEPTH TO WATER AFTER MONITORING
4/12/22 DATE OF MONITORING TECHNICIAN: L.TIDWELL
COMMENTS: SOILS ABSORBED 6" OF WATER IN UNDER 30 MINUTES PRIOR TO START OF 10 MINUTE TESTS
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT
Initial
Date Issued: Dec 12, 2002
Expiration Date: Dec 12, 2003
Permit Number: SW020482 Parcel ID: 020-092-25
ega ,esEFp r t :" COMA ESTATES BL K' 1 LT, 3,
Design Engineer: 0062 Pannone Engineering Services Site Address: 005300 DAVIS DR
Owner Name: JERRY RICHARD UPTMOR Lot Size: 59992 SQ. FT.
Owner Address: 5300 DAVIS DRIVE Total Bedrooms: 4 Permit Bedrooms: 4
CHUGIAK , AK 99567 -
This permit is for the construction of:
[✓ Disposal Field [✓j Septic Tank Holding Tank E Privy Private Well 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 engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By:
Issued By:
�� wv Date:
Date: 2
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519$6s'
www'6-ai3chorage. ak. us
(907)343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
,1
Parcel I.D. 172- 0 ^ 092 —
Number SWO 2 048 �
Property owner(s) Jerry Uptmor Day phone 441.7800
Mailing address (1) P.O. Box 671797 gg56,-1
Mailing address (2)_Chugiak, AK 530Q D#V1 T Z?)FIVE Zip Code 99567
Legal description (Lot, Block & Sub'd.) Lot 3,Block 1 Loma Estates
Legal description (Section, Township & Range)
Lot Size-60.4&5�4-388i�F Acre q.Ft.
S9 992
THIS APPIL AT10N IS FOR:
Sewer Only ❑
Sewer and Well
Sewer Upgrade ❑
THIS PROPERTY CONTAINS:
Number of Bedrooms
Well Only
Water Storage
Hot Tub ❑ Jacuzzi
Swimming Pool ❑ Water Softening Unit
Therapy Pool ❑
I
I certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and is in accordance witt}applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit IF CV Waiver Fees:
Date of Payment la�� V �—
jbate of Payment:
Receipt Number C�r' 0�
(Rev. 12/00) — Receipt Number:
,
Pannone Engineering Services, LLC
Consulting Engineers
907 272-8218
November 30, 2002
Municipality of Anchorage
Development Services Department
On -Site Water & Wastewater Program
4700 S. Bragaw Street
P. O. Box 196650
Anchorage, Alaska 99519
Subject: Lot 3, Block 1 Loma Estates 9/d
Well & Septic System Permit Request
Gentlemen:
P.O. Box 102954
ge, Alaska, 99510
My firm was contacted to investigate the possibility of installing a new well and septic system on
the above referenced lot. The record was researched to find the location of the surrounding wells
and septic system. A single hole was excavated on August 24, 1996 on the lot. The soils report
and a percolation test result are attached. Ground water was monitored for greater than seven
days. No bedrock or ground water was encountered in the test hole. The proposed upgrade and
reserve area are located greater than 100 feet from any surface water.
The lot is approximately 60,465 square feet in size. Lot 3 slopes to the west at approximately 3
percent in the area of the test holes, with steeper ground to the east. The proposed system will
be located on the western portion of the lot. The lot will be served by a private well. The
proposed septic system is greater than 100 feet away from proposed and neighboring wells and
25 feet from the proposed water service lines. The surrounding wells are located greater than
100 feet from the proposed installation. The proposed installation will not affect the future
development of the surrounding or existing lots. See the attached design.
If you have any questions or concerns, please contact me at 227-3522 or 272-8218.
Sincerely,
even R. Pannone, P.E.
Civil Engineer
Attachments:
C: \Work\Letters\3- Moma Est.001.doc
even R.•Ponnone�'
No. C a149 ,:
,••��► �ES51�O��
PERMIT NO: SW02 DESIGN DRAWING P.I.D. NO:
WASTEWATER DISPOSAL SYSTEM
LOT 3, BLOCK 1LOMA ESTATES S/D
NO WELLS
OR SEPTICS
N WELL RADIUS
ZS PROPOS
,G
t
11 0 PROPOS D/413R
,
PROPOSE 1250 .............................. LOC'N
4 SEPT C TANK 1 ,2 EXIST'G
-.- 3,. rSEPTIC
51,6
LOT 4 4,
UNDEVELOPEDD
NO WELLS 01 7TH1
m
OR SEPTICS
T'G
PROPOSED PRIMARY �� iu "
DRAINFIELD 55 LF 34.0 J
IC 3'WIDEx7'EFTV .----- -3;
EXIST'G
3BR HOUSE
-E
PROPOSED RESERVED
DRAINFIELD 55 LF --„A
3'WIDEx7'EFTV t
EXIST'G�% _
WELL
{4
EXIST'G '
_-iCIST.,G_...._ ___,...._.... .... ......... ...._....... .... .... .... .... ...... _'
SEPTIC --
+++ DESIGN:
��, PERC RATE=' -15 MIN/INCH
�
�1•�� q 750 SF188 /REQUIRED HOUSE
gyp, •................ ��
C.J•,,••'' �� DEEP TRENCH SYS, 7.0' EFF.
55 LFx 7'EFTV, 10' TOTAL DEPTH
°•��� TOTAL AREA=770 SF
�•••••A •• . ..............A.....1 12509 SEPTIC TANK
C:\Work\DRAWING\3-iLonn Est.DWG
............ ................ ...� PREPARED FOR:
��°Steven R. Pannonei ■ PANNONE ENG. SVC, LLC
• . i Jerry Uptnor
p2E� 149 P.O. Box 671797 P. O. BOX 102954
Chugiak, AK 99567 ANCHORAGE, ALASKA 99510
• 441-7800 227-3522 P,
688-1167 DATE: 11-30-02 272-8218 Fax
DESIGN
PERMIT NO: SW02
DESIGN DRAWING DETAILS
WASTEWATER ABSORPTION SYSTEM
NOTE: LOT 3, BLOCK 1LOMA ESTATES S/D
1) ALL WORK SHALL BE PERFORMED
IN ACCORDANCE WITH, & ALL MATERIALS
SHALL CONFORM TO AMC15,65,
2) SEE GENERAL NOTES ON SHEET 1.
3) ADD A MINIMUM OF 1' OF FILL OVER
ENTIRE TRENCH. lnQ N%
4) CONSTRUCT DRIVEWAY AT LEAST 5FT
FROM DRAINFIELD, DO NOT CONSTRUCT
DRIVEWAY OVER DRAINFIELD,
5) RESERVE DRAIN FIELD IDENTICAL TO
ORIGINAL WITH 14' SEPARATION TO
ORIGINAL DRAINFIELD.
6) RESERVE FIELD MAY BE INSTALLED AT
THE SAME TIME AS THE ORIGINAL AT THE
DISCRETION OF THE OWNER & ENGINEER,
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P.O. Box 671797
J=i Chugiak, AK 99567
••,f 441-700
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Pannone Eng, Svc., LLC
P. O. BOX 102954
ANCHORAGE, ALASKA 99510
272-8218, PHONE & FAX
1TE: Si -30-02
OT TO SCALF RECORD
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P.O. Box 671797
J=i Chugiak, AK 99567
••,f 441-700
it ���� �• 688 1167
3en1 aali
1nQ Ntl3
Lna NV313
1nQ NV31a
!na Ntl313
1n0 NV313
Ntl310
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Pannone Eng, Svc., LLC
P. O. BOX 102954
ANCHORAGE, ALASKA 99510
272-8218, PHONE & FAX
1TE: Si -30-02
OT TO SCALF RECORD
P.I.D. NO,
Mona II" - IIa&'N(m imp
40
PANNONE ENGMEFjMG SERVICE$ ��<
P.O. BOX 102954 i
Ar
ANCHORAGE, AX 99510
(907) 272-8218
PERFORMED
POR:
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WATM
Jmry Uphnor
DATE PERFORMED
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6
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154
614
30
0
4'
6'
8$4 96 i',
LEGAL
DESCREMON:
Lot $. Block 1 Loma Eat. S/D
2'
---
1
30
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1
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Root
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2
3
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7
9
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10
am
MSA 4'
11
111
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12
111
19
111 t.......
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14
WAS GROUND WATER
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ENCOUNTERED?
No
15
w YES. AT WHAT
16
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17
DEPTH TO WATER
AFM
MONlPORQI0
_DRy_
1s
DATE:
11-27-02
19
20
RBAOm6 DME ORGY
TM
lar
TM
Dw'1HOP
WATM
w.
DROP
S-24-96 124
0
6
---
154
614
30
0
4'
6'
2'
--
444
444
30
0
4'
6
2'
---
514
30
4'
2'
PEROIATLON RATE 15 Goin/inch) pERC HOLE DIAMMM 6 3Dches
TEST RUN BEWTEEN 6 FT and 7 Ff
CO1 OHMS: Test hole excavated by Dan Beeler Test Hole wee presoaked before Dere test.
D A V I S D R IV E
COVEREDPORCHEXISTING BLDGAsBuilt
1/16/2023
Feet
0 60 120
Alpine Drilling & Enterprises
Well Log
Permit Number: #SW2210 7 Date of Issue: 2-22-22 Parcel Identification Number: 02009225000
Date Started: 6-5-22 Date Completed: 5-7-22 Is well located at approved permit looation? x Yes ❑ No
Legal Description: Loma Estates Block 1 Lot 3
Property Owner Name & Address: Barbara & .Joseph Farmerie
5300 Davis Drive
Anchorage, Alaska
Borehole Data: Depth (ft) Method of Drilling x air rotaay ❑ cable tool
Soil Type, Thickness & Water Strata From To Casing Vie, is eel
Wall Thiekaess:.250 inches
Diameter: 6 inches Depth: 59 feet
Liner Type:.,
Dianletelr: inches Depth: - feet
Casing -stickup above round: 2 feet.
Static water level (from ground level): 39 feet
Pumping level. -_206 fect after
2 hours pumping:j gpw
Recovery Rate: 4 gpin
Method of Vesting: uir li
Well Intake Opening Type-
❑ Open Edd x open Hole
❑ Screened Start feet Stopped ^ feet
Perforations Start feet Stopped feet
Grout Type: bentonite Volume: bgs
Depth- Start feet Sloped. ed ? feet
puanp: Int4ke Depth _ feet
Pump size _ hp Brand Name
Well Disinfected Upon Completion? x Yes ❑ No
Method of Disinfection.- Chlor xqe tablets
Comments:
Well Driller: Alpine Drilling & Enterprises
.PO Box 110496
Anchorage AK 995.11
Crown Pointe
stick up 0 2
gravelly silt 2 33
silt 33 47
bedrock 47 206
WATER QUAUTY TESTING
Conform N 0 C01J1+0.,
Nitrates 0. 2.0 ry91L
Arsenic Av n u.
1 / 9 / ?o t-3
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MUNICIPALITY OF ANCHORAGE ` 101�1�2
.a
Development Services Department " Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
Pump Installation Log
Well Drilling Permit Number:
Parcel Identification Number: 020 092 25
Date of Issue•
Legal Description Block Lot Property Owner Name & Address:
FARMERIE BARBARA & JOSEPH REVOCABLE TRUST
LOMA ESTATES 3 1731 THUJA AVE#A
ANCHORAGE, AK 99507
Pump Installation Date:
Pump Intake Depth Below Top of Well Casing: 192 feet
Pump Manufacturer's Name:
A.Y. MCDONALD
Pump Model: 23075V3LB
Pump Size: .75 hp
Pitless Adapter Burial Depth: feet
Pitless Adapter Manufacturer's Name: MERRILL
Pitless Adapter Installer:
Well Disinfected Upon Completion?Yes ❑ No
Method of Disinfection: PELLETS
Comments:
Pump Installer Name: _ ANCHORAGE WELL & PUMP SERVICE
Company: 7640 KING STREET
ANCHORAGE, AK 99518
Mailing Address: 907-243-0740
State: Zip:
Attention: The pump installer shall provide a pump installation log to On-site within 30 days of pump installation.
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