HomeMy WebLinkAboutBERNARD BLK 3 LT 19ABernard
Block 3
Lot 19A
#060 - 321 - 27
Municipality of Anchorage
On-Site Water and Wastewater Program • (907) 343-7904 Page of
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP141531 PID Number: 060-321-27
Dwelling: ■❑ Single Family(SF) ❑ Duplex(D) ❑ Multiple(SF and/or D) Project: ❑ New • Upgrade
Name: ABSORPTION FIELD
Machell Kempena
Address ❑Q Deep Trench El Shallow Trench ❑ Bed El Mound
19135 Stonehill Drive Eagle River, AK 99577 El Other
Phone Number of Bedrooms Soil Rating Total depth from original grade
243-2886 7 1.2 GPD/SF 8.7 Ft.
LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe
Subdivision Block Lot 1.7 Ft. 7.0 Ft.
Bernard 3 19A Fill added above original grade Gravel length
Township Range Section 1.5-2 Ft. 63 Ft.
Gravel width Beds:Number of Lines Distance between lines
SEPARATION DISTANCES 3.0 Ft. Ft.
To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist.between trenches
From Tank Field Tank Line 882 Fe1 Ft.
Well >100' >100' NA N A >25' TANK ID septic 0 S.T.E.P. ❑Holding ❑Other
Manufacturer Capacity
>100' NA 1 NA Anchorage Tank 2,000 Gal.
Surface Water >100' Material Number of compartments
Lot Line >5' >10' NA NANA Steel Two
LIFT STATION
Foundation >5' >10' NA NA Manufacturer Capacity
Curtain Drain None Noted Gal.
Pump on level at Pump off level at High water alarm at
Remarks
Existing Septic Tank Decommissioned
in Accordance with Municipal Code. in. in. in.
Absorption System was Undersized. Pipes Pump make and model Electrical Inspections performed by
Removed and Trench Abandoned.
PIPE MATERIAL House to tank D3034 Tank to
Installer drainfield D3034
ARM Services, LLC Drainfield D3034 c°/MT D3034
Inspector J. Millette BENCH MARK (Assumed elevation)100.0 ft
Inspectionect1 i 5/31/17 2"° 6/1/17 Location and description
es:
3"' 6/2/17 4'h Back Door Stoop.
COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL �Z4giterrt �'p
+p cc?OF 1�ir
Conditional Approval: Date .04.y.;., �s
s * • 4-9Th `w .-.Y.0,•
0000...'. 000 0044. H.•
10
r�,.,4.MICHAEL E. ANDERSON.��LI
#j4-i}•• CE-4381 ..
/ 17 j r •p••....••p���
Appro" �. • Date 10-67,- itr ��• •
tow- eecca C'ovAd
Inspection Report_9-1-12 doc
Municipality of Anchorage _
DEVEOPMENT SERVICES DEPARTMENT Page 2 of 3
Permit Number: OSP141531 4700 South Bragaw Street Anchorage,AK. 99519-6655-343-7904
PID No. 060-321-27
��
D ROAD
Tcon
196.52
N
A B
BERNARD SSUBDIVISION S1 48.4' 60.3'
LOT 1 9A,
BLOCK 3 S2 43.0' 49.4'
56,846 S.F. C4 94.3' 67.7'
57.5' 56.9'
NOTE:P :112
C5 57.3' 57.0'1 94.1' 67.7'
Existing Septic Tank Decommissioned in M
Accordance with Municipal Code.
P
P
N
W
O
¢ c*1
N C5 b
NC4 All MIr'251 0
v7
L/ TH S2 -------
o 2C0..
Alternate Site
IN 20' Long x 3' Wide
x 7' Effective Depth ��--
b Absorption Trench i
o w/Advantex Treatment
System. 4 GPD/SF App. Rote/�
/
/
/
/
/
/
LEGEND a
/
1 c
MT — Monitor Tube t�
FCO — Foundation Clean Out
TH — Test Hole
CO — Clean Out / Seven Bedroonm
2C0 — Double Clean Out J Home
f
I
I
I
I I • Existing
++� /1(4s!,7� S 89'59'32"E 195.00
;��P� •••••` *.� NOTE:
C:,... ' Ni.�� '• 1'0 Drawing Not Completed from Surveryo As
s49th 'I'i * 0� \ Built. Locations are not Exact.
�
` -L STONEHILL DRIVE
7, ;MICHAEL E. ANDERSON p.`
'• ••E�j'4 z-1B1 :• := PLAN AS BUILT_
44„
, .............PROFESSICO . _ 4
���,1,100— SCALE 1 — 0
Municipality of Anchorage Page 3 of 3
DEVEOPMENT SERVICES DEPARTMENT
4700 Elmore Road Anchorage, AK. 99519-6655- 343-7904
On-Site Wastewater Disposal System or Well Inspection Report
Permit Number: OSP141531 PID No. 060-321-27
87.5
U U
(yr)
Existing Finished
111.11111111111.
2,000 Gallon
Septic Tank
82,6 :2.4
U � � U
84.4
/ -
82.5 /
Finished
Grade
///
r
Existing
Grade Geotextile Fabric
80.8 \ Drainfield Rock 80.8
73.8 73.8—/
63'Trench Length
67.5' J�
No Groundwater
2-27-97
49th -; 0
j4dL
PROFILE AS-BUILT NICHAEL E. ANDERSON
N:>Scab
4,,J ,�‘Ve1,tr O^. MUNICIPALITY OF ANCHORAGE „:„.L 11,
On-Site Water&Wastewater Program N. •S.;
PO Box 196650 4700 Elmore Road
Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997
http:llwww.muni.orglonsite
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On-Site Wastewater Disposal System Permit /0 -3/ '/
Permit Number: OSP141531 Effective Date: 5/26/2017
Work Type: Septic Renewal Expiration Date: 5/26/2018
Tax Code Number: 06032127000
Site Legal Address: BERNARD BLK 3 LT 19A G:0254
Site Mailing Address: 19135 HILAND RD, Eagle River
Owner: GMAC MORTGAGE LLC Lot Size in Sq Ft: 56846
Design Engineer: ANDERSON ENGINEERING Total Bedrooms: 7
This permit is for the construction of:
Ei 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
Received By: /./LIttithilitlw1/)U Date: 5/V/7
Issued By: Date: _06/7
MUNICIPALITY OF ANCHORAGE
Community Development Department i4/ 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. (910 —3-RI -977
Property owner(s) G&c-hl KQ,rv` • ct Day phone ?-3 _c)
Mailing address i 3 y 2 S.i nam c.
Site address 19 t 3 S Dtl p h ( ( U e• � I C
Legal description (Sub'd., Block & Lot) /7_7c1_/7_7c1_: n c i `ff 6/�j� �(r"] /
Legal description (Township, Range & Section)
Lot Size 5b, (?l(, Sq. Ft. Number of Bedrooms btxvt Ci?
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(®all that apply)
Absorption Field ® Initial ❑ Single Family(SF) Ij
(w/wo ADU)
Septic Tank ❑ Upgrade Duplex(D) ❑
Holding Tank ❑ Renewal '
Multiple Dwellings 0
Privy ❑ (SF and/or D)
Private Well ❑
Water Storage ❑
THIS APPLICATION INCLUDES A VARIANCE I WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
1 "
(Signature of prp06 owner or a horized agent)
Permit/Rush Fees: IWaiver Fees:
Date of Payment: I 2--In f i'f Date of Payment:
ReceiptNumber:Number: 151->< "
tomCeaw�r,1 Receipt Number:
Permit No. O5PI/16 3 k Waiver No.
Permit App_9-1-12.doc
ANDERSON ENGINEERING
P.O. BOX 240773
ANCHORAGE, AK 99524
522-7773 677-7766 (FAX)
MEMORANDUM
DATE: May 12, 2017
TO: Deb Wockenfuss
FROM: Mike Anderson, P.E.
SUBJECT: Lot 19A, Block 3, Bernard Subdivision
Septic System Permit No. 131463
The septic system for Lot 19A, Block 3, Bernard Subdivision was originally designed
and permitted in December of 2013. The permit has since expired and is now being
extended for another year. No work has been completed on this septic system since
the original permit was issued. Conditions in the area remain the same as described in
the original design and permit application. I therefore recommend the permit be
extended for another year.
,4001;),Wrts WI it is
me, OF 44 tiot
of. . 49 H ' d
r
t"S.
jam_
�. . f r
SGS Ref.# 1140310001
Client Name Aarow Pump& Well Service Printed Date/7'ime 02/03/2014 10:35
Project Name/# 19135 Stonehill Dr Collected Date/Time 01/28/2014 14:58
Client Sample ID 19135 Stonehill Drive Received Date/Time 01/28/2014 15:50
Matrix Drinking Water Technical Director Stephen C.Ede
Sample Remarks:
Allowable Prep Analysis
Parameter Results LOQ Units Method Container ID Limits Date Date Mit
Metals by ICP/MS
\r.:nic ND 5.00 ug/L EP200.8 C (<10) 01/29/14 01/29/14 ACF
Waters Department
Total Nitrate/Nitrite-N 1.07 0.100 mg/L SM2I 4500NO3-F B (<10) 01/30/14 AYC
Microbiology Laboratory
1?.Coli Negative 1 100mL SM21 9223B A 01/28/14 SDP
Total Coliform Negative 1 100mL SM21 9223B A 01/28/14 SDP
Keel? III)
-,`Ie__,
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: OSP131463
Tax Code Number: 06032127000
Work Type: Septic
Permit Effective Dates: December 23, 2013
to December 23, 2014
Design Engineer: ANDERSON ENGINEERING
Subdivision: BERNARD
Site Legal Address. BERNARD BLK 3 LT 19A G:0254
Owner/Address:
GMAC MORTGAGE LLC
DEUTSCHE BANK TRUST CO / TTE 1100 VIRGINIA DRIVE FORT WASHINGTON PA 190340000
Site Mailing Address: 19135 STONEHILL DR, Eagle River
Lot Size in Sq Ft: 56846
Total Bedrooms: 7
This permit is for the construction of:
Y Disposal Field Y Septic Tank N Holding Tank N Privy 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 By: Date:
Issued By: Date:
MUNICIPALITY OF ANCHORAGE
Community Development Department
Development Services Division
On -Site Water & Wastewater Program
Phoney 99743'=7904 - ,
Fa:<t: gittit9ti""aL
DEC 1 6 2013
ON-SITE SEWER/WELL PERMIT APPLICATION
Parcel I.D. 060-321-27
Property owner(s) GMAC Mortgage LLC Day phone
Mailing address 1100 Virginia Drive Fort Washington, PA 19034
Site address 19135 Stonehill Drive Eagle River, AK 99577
Legal description (Sub'd., Block & Lot) Bernard, Block 3, Lot 19A
Legal description (Township, Range & Section)
Lot Size 56,846 Sq. Ft. Number of Bedrooms Seven (7)
APPLICATION IS FOR:
(® all that apply)
Absorption Field
Septic Tank
Holding Tank
Privy
Private Well
Water Storage
APPLICATION IS AN:
Initial
Upgrade
Renewal
TYPE OF DWELLING:
Single Family (SF)
(w/wo ADU)
Duplex (D)
Multiple Dwellings
(SF and/or D)
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees:
Date of Payment:
Receipt Number:
Permit No.
Permit App_9-1-12.doc
530."'
607-376
OSPf3lgG3
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
ANDERSON ENGINEERING
P.O BOX 240773
ANCHORAGE, AK 99524
522-7773 677-7766 (FAX)
December 15, 2013
Municipality of Anchorage
Development Services Department
On -Site Water and Wastewater Program
4700 Elmore Road
Anchorage, AK 99519-6650
Subject: Lot 19A, Block 3, Bernard Subdivision
Septic System Design and Permit Application
Impacts to Adjacent Properties
Dear Onsite Services Engineer:
Two septic system construction permits were issued in the past for Lot 19A, Block 3,
Bernard Subdivision. No record of installation can be found and no septic vents have
been located on the property. The lot is now in foreclosure and the new owner intends
to upgrade the home to seven bedrooms. He also intends to construct a new septic
system. We are therefore requesting a permit be issued for the upgrade of the septic
system to accommodate the seven -bedroom home on the lot. The attached Site Plan
and backup documentation identify the location and configuration of the proposed
septic system. It is at the same location as previously permitted in 1997. The existing
septic system will be located and decommissioned in accordance with Municipal Code.
Also identified on the plans are the locations of the existing well on this and adjacent
lots and adjacent septic systems. No conflicts exist between the proposed septic
system and the wells on this or adjacent lots. Protective radii are shown to the adjacent
wells. Drainage arrows are shown indicating the current drainage patterns. The
drainage patterns will be maintained after construction.
The test holes placed on the lot in the past indicated clean sandy Gravel (SW/SM) to a
depth of 15'. No groundwater was encountered and none developed during the
monitoring period. The percolation rate in the GW soil tense was determined to be less
than 5 minutes per inch. We have designed the new trench with an application rate of
1.2 gallons per day per square foot. We are proposing to place a 63' long by 3' wide
absorption trenches with a 7' effective depth. The total depth of the system will be 9'
with the distribution line at 2' below the existing surface.
The ground surface on the lot slopes to the northwest in the area of the absorption
Lot 19A, Block 3, Bernard
December 15, 2013
Page Two
trench. The trench will be placed parallel to the contours of the ground as much as
possible and in conformance with design criteria. A minimum of 100' will be maintained
between all components of the septic system and the proposed well and from any
surface water in the area.
If the system is constructed in accordance with our design the following statements
apply:
1. The system, if constructed as designed, will have no adverse impact on the wells
in the area or those to be constructed in the future.
2. The system, if constructed as designed, will have no adverse impact on existing
septic systems in the area or those to be constructed in the future.
3. The system, if constructed as designed, will have no adverse impact on reserve
space, either surface or subsurface, on any lots located in the area.
4. The system, if constructed as designed, will have no adverse impact on drainage
patterns in the area. The current drainage pattern will be maintained.
Sincerely,
i
Michael E. Anderson, P.E.
Attachments
No Conflicts This Lot
AREA MAP
SCALE 1" = 40'
BERNARD SUBDIVISION -ROAD
LOT 19A, BLOCK 3�_ HIOHLP A Doi
�— 56,846 S.F.
196.52
NO
�O p,0
N�GN PPEoI
NOTE:
Decommission Existing Septic System in
Accordance with Municipal Code. Existing
Type, Size and Location Unknown. Trace
Existing Sewer Service From Foundation to
Locate Existing Tank and Absorption Crib.
Contractor Must Provide Notes Documenting
Attempt to Locate Existing Septic System.
P
P
P Q)
Co
63' Long x 3' Wide TH \°'` be (71 -sjd. M"41 w
x 7' Effective Depth ® QOtSCrylg� 30�
Absorption Trench O �� �n ufl�j _
IAT A 111r)es. 011 4%e CV
2C0
ri CO SV p
CV �° to
w °jt 2,609 Gallon
'0 Alternate Site Septic Tank �
O 20' Lon x 3' Wide
x 7' Effective Depth
CV _ Absorption Trench
w/Advantex Treatment
O System. 4 GPD/SF App. Rate
LEGEND
MT — Monitor Tube
FCO — Foundation Clean Out
TH — Test Hole
CO — Clean Out
2CO — Double Clean Out
i
I
�•�P.`. OF A�. ••♦�♦
49th
.... .... ... �.
..... ................... :... ................
�A
-MICHAEL E. ANDERSON'Ar
No. CE-4381AV
S 89'59'32"E
Seven Bedroonm
Home
195.00
J Existing
® Well
NOTE:
No Areas of Excessive Slope or Surface
Water are Within 100' of Any Part of the
New Septic System. No Wells or Wastewater
STO N E H I LL DRIVE Systems on Adjacent Lots Conflict with the
Proposed Septic System.
SITE PLAN_
SCALE 1 " = 40'
LOT 19A, BLOCK 3, BERNARD SUBDIVISION
DESIGN FACTORS:
Seven Bedroom Home
Pert. Rate: 3 Min./Inch
Application Rate: 1.2 GPD/SF
SYSTEM REQUIREMENTS:
Deep Trench System
2,500 Gallon Septic Tank
7' Drainfield Rock
7 Bedrooms * 150 GPD/Bedroom = 1,050 SF Absorption Area
1,050 SF/1.2 GPD/SF/14 SF/LF = 62.5 LF Trench Length
THEREFORE: Construct a 63' Long x 3' Wide x 7' Effective Depth Absorption Trench.
Flow Line Elevation in Trench to be 2' Below Original Ground Surface. Total Depth to be
9' Below Existing Ground. Provide 3' Cover Over Absorption Trench and 4' Cover Over
Septic Tank.
1'6"
3'
Geotextile Fabric
4" Perforated
PVC (Holes Down)
Drainfield Rock
TYPICAL DEEP TRENCH SECTION
(NO SCALE) t�P�E.OF
::
� 49th
NOTE:
Grade Area Over Trench to Drain Away.
Minimum 6' Separation From Bedrock.
Minimum 4' Separation From Groundwater.
Minimum 100' Separation From Private Wells in the Area.
Minimum 100' Separation From Surface Water or Streams
••
i.. ... 4-4f
m t: MICHAEL E. ANDERSON g
• ♦IG:3- ' • No. CE -4381:`
;mss......•.
Rick Mystrom,
Mayor
MitalleinatHAT Ane
Department of Health and Human Services
825 "L" Street
P.O. Box 196650 Anchorage, Alaska 99519-6650
http://www.cl.anchorage.ak.us
343-4744
April 20, 1998
Forrest Trihub
PO Box 773522
Eagle River, Alaska 99577 3522
Subject: Lot 19A Block 3 Bernard Subdivision
Permit #SW970066, PID #060-321-27
The subject permit, issued April 18, 1997 by this office for a
single family well and/or on-site wastewater system, has
expired as of April 18, 1998.
A new permit must be obtained from this office for a well
and/or on-site wastewater system NOT installed by the
expiration date.
If you have drilled the well, a well log must be sent to
this office for documentation of the installation and to
close the permit.
If a licensed Professional Engineer has inspected the
installation of the on-site wastewater system, the original
as -built inspection report must be sent to this office for
review, approval and documentation. All inspection reports
must be submitted within 30 days of construction completion.
When applying for a new permit, the fees are: $320.00 for an
on-site wastewater permit; $120.00 for a well permit and
$440.00 for a combined on-site wastewater and well permit.
If you have any questions, please call this office at 343-4744.
/ Sinc4rely,
ames Cross, P.E.
rogram Manager
On-site Services
enc: Copy of Permit
cc: S & S Engineering
/'9i' <oPr
PAGE 1 OF 1
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT
PERMIT NUMBER:SW970066
DESIGN ENGINEER:S & S ENGINEERING
OWNER NAME:TRIHUB FORREST
OWNER ADDRESS:P.O. BOX 773522
EAGLE RIVER, ALASKA 99577
PARCEL ID:06032127
LEGAL DESCRIPTION:
BERNARD BLK 3 LT 19A
LOT SIZE: 55846 (SQ. FT.)
NUMBER OF BEDROOMS: 5 THIS PERMIT: 5
THIS PERMIT IS FOR THE CONSTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
DATE ISSUED: 4/18/97
EXPIRATION DATE: 4/18/98
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 DHHS AT LEAST 2 HOURS
PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY
CALLING 343-4744 ( 24 HOURS ) . (NOT REQUIRED FOR WELL ONLY PERMIT)
4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL
ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING
WEATHER MUST BE EITHER:
A. OPENED AND CLOSED ON THE SAME DAY
B. COVERED, SEALED AND HEATED TO PREVENT FREEZING
5. THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
RECEIVED BY: '-'41411
,��'rV'� e7. DATE: /7--( /67 7
ISSUED BY:
a.:(1
DATE:
seiS
EngineeRinq
EAGLE
RIVER.
ALASKA
HEALTH AUTHORITY
APPROVALS
SEWER & WATER
MAIN EXTENSIONS
SEWER & WATER
INSPECTION
ENGINEERING STUDIES
AND REPORTS
WELL INSPECTION
& FLOW TEST
SITE PLANS
ROAD DESIGN
SOIL TEST
PERCOLATION
TEST
STRUCTURAL &
MECHANICAL
INSPECTIONS
ON SITE
WASTEWATER
DISPOSAL SYSTEM
DESIGN
ROBERT C. COWAN, P.E.
ROBERT A. SHAFER, P.E.
March 11, 1997
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Services
P.O. Box 196650
Anchorage, AK. 99519
REFERENCE: Lot 19A, Block 3, Bernard Subdivision
CIVIL ENGINEERS
(907) 694-2979
FAX (907) 694-1211
Request you issue a permit to upgrade the septic system
serving the five bedroom house on the referenced property.
A test hole was excavated and a percolation test performed.
The approximate location of the test hole is located on the
attached site plan.
The monitoring tube within the test hole has been checked
and found to be dry.
We do not anticipate any adverse effects on neighboring
wells, septic systems or drainage patterns by the
installation of the proposed septic system.
If you require additional information, please contact us.
Sincerely,
Robert C. Cowan, P.E.
RCC/mg
Enclosure
17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER, ALASKA 99577
1" = 50'
SCALE
SITE—PLAN
DESIGN
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PERFORMED FOR:
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG — PERCOLATION TEST
1-12-1%-kuT�
DATE PERFORMED:
LEGAL DESCRIPTION: t9 kTownship, Range, Section:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
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WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
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E
Depth to Water Atter
Monitoring? "Dr -Al Date -
SITE PLAN
N
a�1
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
PD
t _
P %0
1
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PERCOLATION RATE (minutesiinch) PERC HOLE DIAMETER
TEST RUN BETWEEN `5" FT AND tP FT
COMMENTS
S & S ENGINEERING
PERFORMED BY I / ✓! --" CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE wrilEaglia..Rhorakkaakoi9SIMAL. GUIDELINES IN EFFECT ON THIS DATE. DATE // 2.- / q
72-008 (Rev. 4/85)
Municipality
of
Anchorage
POUCh b-650
ANCHORAGE, ALASKA 99502-0650
(907) 264-4111
TONY KNOWLES,
MAYOR
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
Permit #: 840540
January 31, 1985
TO: Permit Applicant
SUBJECT: Lot 19A Block 3 Bernard Subdivision
A permit issued by this Department for an individual well
and/or on-site sewer system has expired as of December 31,
1984.
Permits are issued on a calendar year basis by authority
of Municipal Ordinance. A new permit must be obtained from
this Department for any well and/or on-site sewer system not
installed by the expiration date.
If you have drilled the well, a well log needs to be sent
to this Department for documentation of the installation
and to close the permit.
If a private engineer inspected the installation of the
on-site sewer system, the original as -built inspection report
and the yellow copy must be sent to this office for review
and approval, and for documentation.
If there are any further questions, please call this office
at 264-4720.
Sincerely,
Keith E. Bandt, Supe visor
Environmental Engineering Program
KEB/ljw
enc: Copy of Permit
SWP/057
•
PERMIT NO:
DATE ISSUED:
APPLICANT:
ADDRESS:
CONTACT PHONE:
LEGAL DESCRIP:
LOT SIZE:
MAX BEDROOMS:
MILifq:WIFN��N�-X�� 101F-7101F-7���C���ON��
DEPARTMENT HEALTH AND ENVIRONMENTAL PROTECTION
825 L STREET, ANCHORAGE, AK 99501
264-4720
840540
07/03/84
SOUTH FORK CONST.
C/O S&S ENGINEERING
EAGLE RIVER, AK 99578
694-2979
SUBDIVISION:BERNARD
SECTION: 19 TOWNSHIP:
1.305A(SQ.FT. OR ACRES)
3
P"E:IRMI-1""
LOT: 19A
14N RANGE: 1W
Listed below are the options available to you in designing
system. Choose the option that best fits your site.
DEPTH TO PIPE BOTTOM (FT.)
GRAVEL DEPTH (FT.)
TOTAL DEPTH (FT.).
GRAVEL WIDTH (FT.)
GRAVEL LENGTH (FT.)
GRAVEL VOLUME (CU.YQS.)
TANK SIZE (GALS)
‘SOIL RATING (SQ"FT./BR)
** TANK MUST HAVE AT LEAST
17FEEP4C:11-11
6.0
10.0
2.5
32.0
19.2
1,000.0
125
TWO COMPARTMENTS.
BLOCK: 3
your septic
EMEDI DIFTCIAJEr4
4.0 4.0
0.5 3.5
4.5 7.5
17.0 5.0
34°0 ' 41.0
21.4 30.3
1,000./0 ** 1,000.0 **
125 L25
_
I certify that:
1. I am familiar with the - requirements for on_site'seweys and wel1s*as`set
forth by the Municipality of Anchorage (MOA) and the Stateof Alaska.
2. I will install the system in accordance with all MOA. ccnJweo and regayl
and in compliance with the design criteria of this permit.
3. I will adhere to all MOA and State ofAlaska requirements,for the set back
distances from any- existing well, wastewater disposal system or public
sewerage system on this or any adjacent or nearby
4. % understand that this permit is valid for a maximum of 3 bedrooms and
any enlargement will require an additional permit,
IF A LIFT STATION IS INSTALLED IN AN AREA COVERED BY MOA BUILDING CODES,
THEN (1) AN ELECTRICAL PERMIT AND INSPECTION MUST BE OBTAINED; (2) AS-BUILTS
WILL NOT BE APPROVED WITHOUT AN ELECTRICAL INSPECTION REPORT; AND (3) THE
ELECTRICAL WORKMUST BE DONE BY ALICENSED ELECTRICIAN.
�� .- 770
SOUTHwFyK CONS�4DATE:
^ ~'
STONED
��..°
APPLICANT: SOUTH��w�� CONST�fp
ISSUED BY
PERFORMED FOR:
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG — PERCOLATION TEST
LEGAL DESCRIPTION:
L -c)--1-- 19
02-Q e6e1-1 C—
1,--K . 3
DATE PERFORMED:
SOILS LOG
❑ PERCOLATION
TEST
(A, -is--8(1-
b‘
b a , l
ft
12-
13-
14
15-
16-
17-
18-
19-
20 -
titJ ....4„oaSas
,r r ... tts
#71°190/.
e
bbri R. Mak? 4;7
►.# 41,.,, No. 1457-!c.z
COMMENTS
SLOPE Sill PLAN
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
s
L
0
P
E
•
12
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
A-
0
e
PERCOLATION RATE
TEST RUN BETWEEN
FT AND
(minutes/inch/
FT
PERFORMED BY:
72-008 (6/79)
a & t, 19° cuwEERING
SRB 196X
FINER, ALASKA 7C37?
PH, 694-2"11.)
CERTIFIED ' // it
DATE: