HomeMy WebLinkAboutFIRE LAKE BLK 2 LT 9AOnsite File
Municipality of Anchorage
Community Development Department Page 1 of 2
On-Site Water and Wastewater Program
4700 Elmore St. - P.O. Box 196650 Anchorage, AK 99519-6650 - http://www.muni.org/onsite - (907) 343-7904
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP171213 PID Number: 051-361-19 F-1 New Z Upgrade
Name:
RICK & MILDRED
ABSORPTION FIELD
F� Fj Fv_1
Deep Trench ❑Shallow Trench Bed F-1 Mound
Other
Address
18027 MACLAREN STREET
IEl
Phone
Number of Bedrooms
1 4
Soil Rating
0.4GPD/SFI
Total depth from original grade
2.0 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
1.5 Ft.
Gravel depth beneath pipe
O.5 Ft.
Subdivision
FIRE LAKE
Block Lot
2 9A
Fill added above original grade
2.5 FL
Gravel length
60 FL
Township Range
Section
width
25FL
Beds: Number of Lines
5
Distance between lines
5.0 Ft.
SEPARATION DISTANCES
—.Gravel
To
From
Septic
Tank
Absorption
Field
Lift Station Holding
Tank
Sewer
Line
Total absorption area
1500 F12
Number of trenches
Dist. between trenches
FL
Well
118.7
111.7
i N/A N/A
78.6
TANK El Septic [I S.T.E.P, [I Holding 0 Other
Manufacturer
ANCHORAGE TANK
Capacity
I 150OGal.
Surface Water
100+
100+
N/A N/A
NA
Material
STEEL
Number of compartments
2
Lot Line
47.8
i 14.1
N/A N/A
Foundation
52.2
48.9
N/A N/A
LIFT STATION
Manufacturer
Capacity
Gal.
Curtain Drain
50+ i
50+
N/A N/A I
Remarks
Pump on level at
Plump off level at
in.
High water alarm at
in.
Pump make a del
Electrical Inspections performed by
Installer
DAKOTA DIGGERS
PIPE MATERIAL Housetotank 3034 Tank to 3034
drainfie,d
Drainfield 3034 CO/MT 3034
Inspector PANNONE ENGINEERING SERVICES
BENCH MARK (Assumedefevation) 108.0 ft
Inspectionnd
dates: 1" 6/25/18
3N6/26118
2 6/26/18
4" 7/6/2018
Location and description
BOTTOM TRIM AT HOUSE POINT B
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL
Conditional Approval: Date
Engineer's Stamp
Aw
TH
.... .. ... . ....... .
even Pa"nWo'n,
CE 8149
AMP,
Ill *-"\, ft-
FM
Approved RU—�,,q`�
Date
u _J--- , -f- i_ l — - 14.UUU
DESIGN PARAMETERS
NOTES:
PRIMARY SEPTIC SYSTEM
CE 81419
Date
07/9/18
=106.0
TANK SIZE: 1500g
PERC RATE: 20.9 MPI
C TREE
FIRE LAKE 32 L9A
18027 MACLAREN ST
EAGLE RIVER, AK 99577
SOIL RATING: 0.4 GPD/SF
`r
AREA ROD: 1500 SF
1.111 2
SYS. TYPE: BED 0.5 ED
03
MIN LENGTH: 60 LF
|
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| cz| | |
vo
E,,,�!
TOTAL AREA: 1500 SF
FI T P
z
R�QCKE PIPE INV
z
QRALMEE
104.5
gRAIN
_
�
/50LFx25.0'Wx05'ED, 2.0'T.D. \
z
W/2^R1.��WTs4WDCOaATENDS OF FIELD _ _ _ __ _
z FIELD AND BIOMATTED MATERIAL.
REPLACED AREA NOT OCCUPIED -- ---Q .—/—BY NEW FIELD WITH CLEAN FILL -- -- — --�\-- — — —
4—
4
8DR
SFD
' --- ' --- ' ---
MAC LAREN
A (4X4 PORCH SUPPORT)
DRIVEWAY
�
' Cl,
s �
NOTES:
PAMONE ENG SVC, LLC
P.O. BOX 102954 ANCIIORAGE, AK 99510
PHONE (907) 272-8218 FAX (907) 272-8211
CE 81419
Date
07/9/18
=106.0
C TREE
FIRE LAKE 32 L9A
18027 MACLAREN ST
EAGLE RIVER, AK 99577
REVISED PER MOA COMTtENTS
`r
11/19/2018
1.111 2
�n
SITE PLAN
F—
| \
|
/ -
| cz| | |
vo
E,,,�!
FI T P
4—
4
8DR
SFD
' --- ' --- ' ---
MAC LAREN
A (4X4 PORCH SUPPORT)
DRIVEWAY
�
' Cl,
s �
NOTES:
PAMONE ENG SVC, LLC
P.O. BOX 102954 ANCIIORAGE, AK 99510
PHONE (907) 272-8218 FAX (907) 272-8211
CE 81419
Date
07/9/18
=106.0
Scale
FIRE LAKE 32 L9A
18027 MACLAREN ST
EAGLE RIVER, AK 99577
REVISED PER MOA COMTtENTS
PJ,D. NO
—051-361-19
11/19/2018
DRAWN ACP
I
p
OSP1 71213
SITE PLAN
Sheet
FI T P
z
R�QCKE PIPE INV
z
QRALMEE
104.5
gRAIN
J:::::;L
102.0
SEPTIC
TANK PROFILE 10
5
m/
ci
C2
C3
C4
C5
M2
M3
CO
C7
C0
C8
ClO
__
�4
W I
NOTES:
PAMONE ENG SVC, LLC
P.O. BOX 102954 ANCIIORAGE, AK 99510
PHONE (907) 272-8218 FAX (907) 272-8211
CE 81419
Date
07/9/18
RECORD DRAWING
Scale
FIRE LAKE 32 L9A
18027 MACLAREN ST
EAGLE RIVER, AK 99577
REVISED PER MOA COMTtENTS
PJ,D. NO
—051-361-19
11/19/2018
DRAWN ACP
I
p
OSP1 71213
SITE PLAN
Sheet
1
z
3
*
o
m
7
8
e
10
BOH
DATE PERFORMED
TEST HOLE 2
TOPSOIL
SOILS LOG — PERCOLATION TEST
WAS GROUND 0w
ENCOUNTERED? �
IF YES, AT WHAJ
DEPTH TO WATEF
READING
CLOCK
DATE TIME
NET TIME
WATER
LEVEL
READING
NET DROP
PATE
(MPI)
Scale
NTS
RICK & MILDRED WEAVER
18027 MACLAREN ST
EAGLE RIVER, AK 99577
LS LOGS
PERMIT NO.
OSP 171213
Sheet
COMMENTS: Test hole excavated byA+HOME SERVICES.
(Hydrologic Soils Group: HSG A)
• PER HOLE DIAMETER 6"
" TEST RUN BETWEEN
° TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
PERFORMED BY: Joseph La d ki ! CERTIFY THAT THIS TEST WAS PERFORMED
NOTES:
PANNONE ENG SVC, LLC
P.O. BOX 102954 ANCHORAGE, AK 99510
PHONE (907) 272-8218 FAX (907) 272-8211
I
jjI CE 814
Date
11/2/18
RECORD DRAWING
Scale
NTS
RICK & MILDRED WEAVER
18027 MACLAREN ST
EAGLE RIVER, AK 99577
LS LOGS
PERMIT NO.
OSP 171213
Sheet
- MUNICIPALITY OF ANCHORAGE
On-Site Water& Wastewater Program ziatabaiN
PO Box 196650 4700 Elmore Road
Anchorage.Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997
http:llwww.muni.org/onsite . •
LF_El
HOHPGE
On-Site Wastewater Disposal System Permit
Permit Number: OSP171213 Effective Date: 9/1512017
Work Type: Septic Upgrade Expiration Date: 9/15/2018
Tax Code Number: 05136119000
Site Legal Address: FIRE LAKE BLK 2 LT 9A G:0453
Site Mailing Address: 18027 MACLAREN ST, Eagle River
Owner: WEAVER RICK E & MILDRED A Lot Size in Sq Ft: 37000
Design Engineer: PANNONE ENGINEERING SERVICES Total Bedrooms: 4
This permit is for the construction of:
D Disposal Field ❑ Septic Tank 0 Holding Tank 0 Privy 0 Private Well 0 Water Storage
All construction shall be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72)and Drinking Water Regulations (18AAC80)
3. The wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Special Provisions: The entire disposal field is not within the 30 foot radius of a percolation test. An additional
percolation test shall be completed at time of construction. If the results require a design change, construction of
the system will stop pending On-site review and approval. Submit stamped and signed results of the percolation
test with the inspection report.
Received By. 0 'tht
Date: q i • 1
Issued By: 4_ CLAYLCILO Date: • Ay/
Municipality of Anchorage
P.O. Box 196650 • 4700 Elmore Road
Anchorage, Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997
http:I/www.muni.orq/Onsite
Development Services Division
On-Site Water and Wastewater Program
**** VARIANCE/WAIVER REVIEW ****
Waiver#: OSV171080 COSA#: Permit#: OSP171213
PID#: 051-361-19
Legal Description: Fire Lake Block 2 Lot 9A
Engineer: Pannone Engineering Services
Applicant: Rick & Mildred Weaver
Your request for a waiver of the required 10 feet horizontal separation from the absorption field
to the property line has been approved. The approved separation distance is 8.0 feet. In addition,
your request to increase the maximum bed width to 25.0 feet has been approved.
This waiver approval applies to the proposed absorption field only. Any future upgrade to the
on-site wastewater disposal system will require all separation distances be met or another
approval from this department.
® The affected adjacent property owner(s) have been given a 7 day notice regarding this
waiver.
❑ Notarized letter(s) of nonobjection have been received from the owner(s) of the affected
adjacent property.
n Adjacent properties are not affected by this waiver.
Waiver is Granted: X Waiver is not Granted:
Date: 9/15/i Approved by: Cs,itc,Q1.
Name of Reviewer
**** VARIANCE/WAIVER REVIEW ****
I c, a,.`-
MUNICIPALITY OF ANCHORAGE - AUGO 8 2017
r ta:o5
ti
:v
Community Development Department Pho f e,:v:�t y '' > ��4'
Development Services Division . •
On-Site Water& Wastewater Program i • nI
ON-SITE SEWER/WELL PERMIT APPLICATION
sci /z
Parcel I.D. 051-361-19 a_E_ -�'
Property owner(s) RICK & MILDRED WEAVER Day phone
Mailing address 18027 MACLAREN ST, EAGLE RIVER, AK 99577
Site address 18027 MACLAREN ST
Legal description (Sub'd., Block & Lot) FIRE LAKE B2 L9A
Legal description (Township, Range & Section)
Lot Size 37,000 Sq. Ft. Number of Bedrooms 4
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(®all that apply)
Absorption Field ❑X Initial ❑ Single Family (SF) ❑X
(w/wo ADU)
Septic Tank ❑ Upgrade U Duplex (D) ❑
Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑
Privy ❑ (SF and/or D)
Private Well ❑
Water Storage ❑
THIS APPLICATION INCLUDES A VARIANCE /WAIVER REQUEST FOR:
PROPERTY LINE SEPARATION b i3 ,cA }k Distance: 8' * a rj
I 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: 'bb1 ' Waiver Fees: .215
Date of Payment: 0141/1'1 Date of Payment: ?.q Iii
Receipt Number: 049t? Receipt Number: bceS S10� G�
Permit No. C)591- 1 `213 Waiver No. QS V1:1 (tD D
Permit App__- ::...c
Pannone Engineering Services LIc
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail:Steve@panengak.com
September 15, 2017
Subject: FIRE LAKE B2 L9A
Septic System Permit Request
Design Narrative
This is a design narrative for a permit to install an upgrade septic system to be issued for this property.
The proposed system will serve an existing four (4) bedroom house. Currently the lot is developed. The
system will utilize a conventional drain field (bed). This lot and the surrounding lots are served by private
wells. There are no wells within 100' of the proposed septic system.
1. Soils. One test hole was performed in the vicinity of this system by PES in November 2016, and
groundwater was monitored for at least seven days. Ground water was observed at a depth of 7.0'
below the surface in the test hole monitor tube in November of 2016. Bedrock was not encountered in
the test hole to 10.0'. Based on the results of the percolation tests and overall soils appearance; an
application rate of 0.4 gallons/day/square was used for a conventional wastewater system in the area
of the test hole.
2. Soil Absorption System Design.
a. See Sheet 1 of the design package.
3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field.
The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage
ditches.
4. Topography: The existing topography on the lot generally slopes from east to west, with a slope
of approximately 4%to 8% in the area of the drain field and surrounding area.
5. Waivers:
We are requesting a separation distance waiver between the proposed septic system and the property
line to a distance of 8' along with a waiver for the width/length of the bed. Due to the configuration of the
existing system and the location of the well and house on the lot space is limited. As a result, the bed
must have a wider configuration to enable it to be installed in the available area. In conjunction with this
the distance to the property line needs to be shortened to 8'.
We are requesting to reconfigure the bed dimensions from the standard 15' wide bed to a 25' wide bed
due to the lack of available space and alignment with the contours of the property. Normal construction
practices will be observed and will prevent the driving of vehicles on the excavated bed.
Mailing: P.O. Box 100217, Anchorage, AK 99510-0217
Physical: 332 East Manor, Anchorage, AK 99501
Telephone: (907) 272-8218 FAX: (907) 272-8211
Page 2 of 2
6. Drawing Markings: The Drawings are marked "For MoA Review Only". When written notification that
the review is complete and that there are no further comments is received from MoA On-Site
Department, the note will be removed and "Issued for Construction" drawings will be issued.
The proposed installation will not affect the future development of this or the surrounding lots.
Please contact me if you have any comments or concerns.
Sincerely,
•
•
�r . .... ...+
Steven R.Pannone
• 11
Steven R. Pannone, P.E.
Owner/Civil Engineer
Mailing: P.O. Box 100217, Anchorage, AK 99510-0217
Physical: 332 East Manor Ave, Anchorage, AK 99501
Telephone: (907) 272-8218 FAX: (907) 272-8211
DESIGN PARAMETERS r L- W
.0 -91(7..,.
PRIMARY SEPTIC SYSTEM
NO. BEDROOM: 4(600 gpd)
TANK SIZE: 1500g(E) IN TA A: ORPTION FIELI P '1 *,* *-
PERK RATE: 20.9 MPI6OLFx25.0'Wx0.5'E.D., 2.0'T,D. I% ** *
O ' *• ` I •46
SOIL RATING: 0.4 GPD/SF I W/ 2" R.I., DCO AFTER TANK & II
AREA ROD: 1500 SF Q�Q MTs AND COs AT ENDS OF FIELD tI WELL
SYS. TYPE: BED 0.5'ED ' ''g-
REMOVE EXISTING ABSORPTION \� �.0
MIN LENGTH: 60 LF �/ /� / FIELD AND BIOMATTED MATERIAL ntuE noR>H SCALE : r- so'
I `_ ` 1 1.7 / ! \ REPLACE AREA NOT OCCUPIED ®Y . . (Ls
USE: 9e / I1o01 I7o21 L10 IioilEW FIELD WITH CLEAN FILL(P)
60.OLFx25.0'Wx0.5' E.D., 2.0' TD ' ABBREVIATIONS
TOTAL AREA: 1500 SF L \ 1 f _LII .
/ i / / ! TH TEST HOLE
—w w - WATER LINE ./ .1 I / f / / 1Erja • (P) PROPOSED
WELL RADIUS I / eilla / I I 1 (E) EXISTING
/> > / / 1 \ ( CO CLEAN OUT N0.
—ss —ss — NEwylPTIC / g, lr "1274` 1 \ \ , • MT MONITOR TUBE NO.
L _ //•/ /\ I \\ \ 9A TYP TYPICAL
/ F+gSf�T�O l ) \
��j����0 -1,q / N / it
_ i A
/ / / / /
/
---- (1\ ---------- 11A
,...---<,//f,'„ 41/ . . ------ 41
/ ///1 :/' . _J ' 2i
•
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\'• 114.8JIM
ICV
WE �� / W
A
MAC LAREN
I
I
v ii. / , ..
-0.5_=
-0.G - E 25.0 't
1/'+ 0-4.0 y�
S E -T -A�/1- ±-7.0a--.Q 22NOVit-
SCALE:T"='ID' - --
_ - - - - 1°.n
NOTES: _i PANNONE ENG SVC, LLC of Date
07/25/17
FOR CONSTRUCTION P.O. BOX 102954 ANCHORAGE, AK 99510
PHONE (907) 272-8218 FAX (907) 272-8211 •••' 4� ••. Scale
*I - •1 : .•* 1" = 50'
•••• _ •0 P.I.D. NO
FIRE LAKE B2 L9A ' , —• , e51-361-19
RICK & MILDRED WEAVER ••��even IZ. �annope PERMIT NO.
DRAWN JRL 18027 MACLAREN ST ..,•.V • CE 8149OSP171213
}!EV:09/15/17,•
SITE PLAN EAGLE RIVER, AK 99577 ',140E13 - Sheet
I 1.\\\ 1 OF3
TEST HOLE 1 SOILS LOG — PERCOLATION TEST
OR I TOPSOIL SLOPE • / SITE PLAN
1
2 Brown Silty
98 MI Z: Ea 1121 MEM
GP SANG &
3 GRAVEL . lit h I "
4 fJ
BROWN Silty I1071
5 SAND &
6
GM GRAVEL 1
TEST 97 g
. 4141
7 _ Q 22NOV16 HOLE
8
9 • 7- Ale
10 /
BOH /
DATE PERFORMED: 15NOV16 •
•
SLOPE
WAS GROUND WATER
ENCOUNTERED? N
TH 1
IF YES. AT WHAT
DEPTH? -NA-'
DEPTH TO WATER AFTER
MONITORING? - 7.0 -
DATE: 22NOV2016
CLOCK WATER RATE SOIL TEST RESULTS/ANALYSIS
READING DATE TIME NET TIME LEVEL NET DROP (MPI) • PERCOLATION RATE 20.9(min/inch)
READING
(Hydrologic Soils Group: HSG A)
1 15NOv16 1105 6.268" • PERC HOLE DIAMETER 6"
2 1135 30 MIN 7.850" 1.585" 18.9 • TEST RUN BETWEEN_2 FT AND 3 FT.
3 1136 6.268" • TEST RUN FOR OVER AN HOUR, LAST
THREE READINGS PROVIDED.
4 1206 30 MIN 7.758" 1.493" 20.1
5 1207 6.268"
6 1237 30 MIN 7.701" 1.436" 20.9"
COMMENTS:Test hole excavated by A+ HOME SERVICES.
PERFORMED BY:Joseph Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE
AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
NOTES: \ Dote
PANNONE ENG SVC, LLC of 07/25/17
FOR CONSTRUCTION P.O. BOX 102954 ANCHORAGE, AK 99510 r.•••"'
PHONE (907) 272-8218 FAX (907) 272-8211 -gp.• 1 Scale
NTS
••••• •• • i • • P.I.D. NO
FIRE LAKE B2 L9A -- . • 1-361-19
RICK & MILDRED WEAVER °M°^ an"O"°' PERMIT NO.
•ikAWN JRL y•• CE 814OSP171213
18027 MACLAREN ST ; ••vEv 09./..5,/,. •,,
SOILS LOGS EAGLE RIVER, AK 99577 '-a' Sheep OF 3
SPECIAL PROVISIONS TO SPECIFICATIONS
1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF
ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF
ON-SITE WASTEWATER DISPOSAL SYSTEMS AND AND IN ACCORDANCE WITH AMC 15.65 AND 15.55.
2. SCOPE OF WORK: INSTALL NEW SOIL ABSORPTION SYSTEM.
3. GROUNDWATER WAS NOT ENCOUNTERED TO A DEPTH OF 7 FEET BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL
TEST HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 7 FEET BELOW
EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY.
4. THE CONTRACTOR (BOTH WELL AND SEPTIC SYSTEM CONTRACTORS) SHALL HAVE ANY WELL LOCATION AND SEPTIC
LOCATION STAKED AND ANY LOT LINE AND WELL RADIUS SHOWN ON THE PLAN WITHIN 30 FEET OF THE PROPOSED
SYSTEM STAKED BY A REGISTERED LAND SURVEYOR BEFORE STARTING THE WORK.
5. THE CONTRACTOR IS RESPONSIBLE FOR ALL R.O.W. AND OTHER REQUIRED PERMITS, OTHER THAN THE ATTACHED.
6. THE CONTRACTOR SHALL CALL FOR LOCATING OF ALL BURIED UTILITIES.
7. THE CONTRACTOR SHALL PROVIDE 24 HOUR NOTICE TO THE ENGINEER PRIOR TO START OF WORK. ALL SURVEYING
AND LOCATES SHALL BE IN PLACE PRIOR TO NOTIFYING THE ENGINEER.
8. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY BETWEEN THE APPROVED DRAWINGS AND SITE
CONDITIONS/LIMITATIONS POTENTIALLY CAUSING THE NEED TO MODIFY THE DESIGN.
9. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL SUBMIT RED-LINE AS-BUILT DRAWINGS TO THE
ENGINEER. THE RED-LINES SHALL INCLUDE PIPE LENGTHS, ORIGINAL GROUND ELEVATIONS, PIPE ELEVATIONS, AND
TANK ELEVATIONS.
10. THE CONTRACTOR SHALL PROVIDE PHOTOGRAPHS OF THE SYSTEM INSTALLATION TO INCLUDE BOTTOM OF EXCAVATION,
TOP OF PIPE WITH CLEAN-OUTS AND MONITOR TUBES INSTALLED, INSTALLED TANK AND FINAL GRADING.
11. THE CONTRACTOR PROVIDED DATA (UPON WHICH THIS RECORD DRAWING IS BASED) APPEARS TO REPRESENT THE
PROJECT AS CONSTRUCTED. THIS DATA IN CONJUNCTION WITH THE PERIODIC FIELD OBSERVATIONS BY THE ENGINEER
(OR HIS DESIGNEE) AS REQUIRED BY AMC 15.65 DOES NOT GUARANTEE THAT THERE ARE NO HIDDEN DEFECTS BY THE
CONTRACTOR.
12. THE CONTRACTOR SHALL SIGN THE FOLLOWING:
I CERTIFY THAT ALL WORK WAS PERFORMED IN ACCORDANCE WITH THE APPEND PERMIT, AND ANY AND ALL CHANGE
ORDERS, AND THAT THE AS-BUILT REDLINES ARE TRUE AND ACCURATE REPRESENTATION OF THE PROJECT AS
CONSTRUCTED.
CONTRACTOR:
BY: TITLE:
DATE:
NOTES: PANNONE ENG SVC, LLCDate
FOR CONSTRUCTION P.O. BOX 102954 ANCHORAGE, AK 99510 •• o�/zs/17
PHONE (907) 272-8218 FAX (907) 272-8211 • 4 •- Scale
1111,00 L. '" *O* NTS
• •� •• ••" P.I.D. NO
FIRE LAKE B2 L9A ' • 1-361-19
RICK & MILDRED WEAVER /, ••k}even t3annore PERMIT NO.
DRAWN JRL �,*•• CE 8149 :,o OSP171213
18027 MACLAREN ST , .,EV:09/15; .•,
EAGLE RIVER, AK 99577 's�••• � Sheet
DESIGN NOTES 3 OF 3
i. MUNICIPALITY OF ANCHORAGE
,~ DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
I~ kl'~.~t ENVIRONMENTAL ENGINEERING DIVISION
!~ ~r~/ 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
NAME -- IPHONE ~] NEW
MAILING ADD~ESS
LEGAl. DESCRIPTION
NO. OF BEDROOMS
Well / I Absorption area~ / ~ Dwelling / PERMIT NO.
~ ~Z < Manufacturer ~ Material ;~/~ L No. of compartments
~ ~ Liq. capacity in gallons Inside length Width Liquid depth
/~OO IF HOMEMADE:
~ ~ DISTANCE TO: Well Dwetling PERMIT NO.
O~ Z_ ~ Manufacturer .... Material Liquid capacity in gallons
~ Well Foundation Nearest lot line PERMIT NO.
~ ~ [DISTANCE TO:
~ ~ Z No. of I~nes Length of each line Total length of lines Trench width Distance between lines
~ -, / ...... inches
~ ~ Top of tile to finish grade /V//~ Material beneath tile Total effective absorption area
~ inches
~ Typeofcrib ,-, Crib diameter Cribdept~ Totalelfectiveubsorptionarea
~ ~ ....... Well ~ ....... Building foundati(
~ DISTANCE TO: /0~ ¢ ~¢' Nearest I°t line
¢ Class Depth Driller Distance to lot line PERMIT NO.
Building foundation Sewer line Septic tank Absorption area(s)
~ DISTANCE TO:
OTHER
PIPE MATERIALS I
T
SOIL TEST RATING
INSTALLER I
REMARKS /¢
2 __ _
........ -r,,.
OVE DATE LEGAL ~
72-013 %v. 3/78)
".'Fir.:' L.ENGTH .;', ]' I'IE?.t:E; t; EtI',! 1;:!i; THE L. IEHr~;"f'H ,::Z[t'.,I FEET} OF' THE
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E
MUNICIPALITY OF ANCHORAG
DEPARTIVlENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
SOILS LO6
[] PERCOLATION
TEST
PERFORMED FOR:
· ETA, DESCR,PT,ON:
4
5
6
7
SLOPE
SITE PLAN
10
11
12
13
14
15
16
17
18
19-
2O
COMMENTS
PERFORMED BY:
72-OO8 (6/79)
,,/esi
ENCOUNTERED?
IF YES, ATWHAT ~
DEPTH?
/
P
E
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE / V,/~") (minutes/inch)
.-~TEST RUN BET_WEEN FT AND __ FT