HomeMy WebLinkAboutT12N R3W SEC 33 LT 198
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
hftp://www.muni.org/onsite
On -Site Wastewater Disposal System Permit
Permit Number: OSP241271
Work Type: Septic Upgrade
Tax Code Number: 01833102000
Site Legal Address: T12N R3W SEC 33 LT 198 G:3135
Site Mailing Address: 3500 RABBIT CREEK RD, Anchorage
Owner: FEDELE CHRIS P & LOIS J
Design Engineer: FORGE ENGINEERING
This permit is for the construction of:
Effective Date:
Expiration Date:
Lot Size in Sq Ft:
Total Bedrooms:
9/11 /2024
9/11 /2025
Q Disposal Field Z 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: C Date:
Issued By: Date:
�/�
3
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. 018-331-02
Property owner(s) Chris & Lois Fedele Day phone
Mailina address 3500 Rabbit Creek Road, Anchorage, AK, 99516
Site address
�� 3500 Rabbit Creek Road, Anchorage, AK, 99516
Legal description (Sub'd., Block & Lot) _
Legal description (Township, Range & Section)
T12N R3W SEC 33 Lot 198
Lot Size -108,900 _Sq. Ft. Number of Bedrooms 3
APPLICATION IS FOR:
APPLICATION IS AN:
TYPE OF DWELLING:
(Z all that apply)
Absorption Field
FX-1
Initial D
Single Family (SF) EK
(w/wo ADU)
Septic Tank
EX-1
Upgrade 0
Duplex (D) ❑
Holding Tank
❑
Renewal
Multiple Dwellings ❑
Privy
❑
(SF and/or D)
Private Well
❑
Water Storage
❑
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit/Rush Fees:
— Date of Payment: f177e, 2,
Receipt Number:
Permit No. 05Q?,qJ271
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No.
Permit App_'-'- : - :-'..:c ;
August 20, 2024
MOA Development Services, On-Site Water & Wastewater Program
4700 Elmore Rd
Anchorage, AK 99507
Subject: T12N R3W Sec 33, Lot 198 – 3500 Rabbit Creek Road
Septic system design
Dear On-Site Services Engineer:
The owner of the above lot has a holding tank that is starting to fail, so we are submitting this
permit application for the construction of a new septic system. The attached site plan identifies the
location of the home as well as the existing well and septic location. No conflicts exist between
this proposed system and any other well or septic system, whether on this lot or adjacent lots.
The ground surface on the lot slopes down from the road in the front, and drops off on the
southwest corner of the lot. It appears that there was significant fill brought in for a pad when this
lot was originally developed. The central area of the pad, though, is relatively flat. There are no
slopes greater than 25% within 50 feet downslope of either the primary site. Contours are shown
on the site plan showing the grade and direction of flow. Stormwater drainage will not impact this
septic system. The new trench will be constructed parallel to the slope as much as possible.
This lot had a standard septic system several decades ago, but when that failed a holding tank was
installed. The high groundwater and fill prevented the installation of another standard septic
system. With new advanced treatment, we are able to design a working system for this lot.
Wells on this and adjacent lots are shown. The new system will be a minimum of 50’ from all
wells and surface water. Please refer to the attached test hole logs, plan and profile pages for the
septic design. If this design is followed, there will be no adverse impacts to adjacent properties.
Sincerely,
Benjamin Schiller, PE
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241271, Curtis Townsend, 09/11/24
Benjamin Schiller
CE 12592REGISTEREDPROFESSION A L E N GINEER
1"=50'
CO - CLEANOUT
2CO - DOUBLE CLEANOUT
FCO - FOUNDATION CLEANOUT
PV - PUMP VAULT
MH - MANHOLE
MT - MONITORING TUBE
SV - SEPTIC VENT
TH - TEST HOLE
LEGEND
T12N R3W SEC 33, L198
FEET
0 50 100
SEPTIC PLAN
8/19/2024
RABBIT CREEK ROAD
MISC. CONEXES
AND ACCESSORY
BUILDINGS
SHEDS
EXISTING 88' LONG TRENCH AND 3000-GAL
HOLDING TANK
DECOMMISSION PER CODE
TH#2
TH#1
WELL w/ 50' RADIUS
25' LONG x 5' WIDE, 6" EFFECTIVE
DEPTH ABSORPTION TRENCH
1500-GAL ADVANTEX TANK w/ AX20 POD
AND PUMP VAULT
SA
D
D
L
E
R
S
T
R
E
E
T
10' UTILITY EASEMENT
FCO
3-BDR M HOME
MT
MT
PV
COURT
205
210
200
200
195
195
190
185
205
NEIGHBORING WELL
RADII OUT OF VIEW PORT
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241271, Curtis Townsend, 09/11/24
T12N R3W SEC 33, L198
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
Benjamin Schiller
CE 12592REGISTEREDPROFESSION A L E N GINEER
DESIGN FACTORS:SYSTEM REQUIREMENTS:
450 GPD PEAK FLOW
PERK RATE: 8.1 MIN/IN
APPLICATION RATE: 5 GPD/SF
5' WIDE MOUND SYSTEM
1500-GAL ADVANCED TREATMENT
BOTTOM OF TRENCH: AT GRADE
FLOW LINE ELEVATION: 6" ABOVE GRADE
450 GPD / 5 GPD/SF / 5' WIDE * 1.00 RED FACTOR [6" DEEP] = 18' LF TRENCH REQUIRED
(25' LF SPECIFIED)
8/19/2024
DRAINFIELD ROCK
2'
GEOTEXTILE FABRIC
6"
2:1 MAX SLOPES
PROVIDE JUTE MESHING AND TOP
SOIL W/ SEEDING
5'
4' MOA APPROVED SAND
2" FOAM INSULATION
6"
4'
1.25" PVC WITH 5x 1
8"
HOLES AT 5' o.c.
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241271, Curtis Townsend, 09/11/24
LEGAL DESCRIPTION:
PERFORMED FOR:
DATE: PARCEL ID#:
SOILS LOG AND PERCOLATION TEST
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
DEPTH
(feet)
TEST HOLE 1
DATE READING START TIME NET TIME
(minutes)
DEPTH to
WATER NET DROP
PERCOLATION RATE: (MIN/INCH)
(inches)(inches)
DATE OF MONITORING
WAS WATER ENCOUNTERED?
DEPTH TO WATER AFTER MONITORING
IF YES @ WHAT DEPTH?
----
7/17 1
GM (SILTY GRAVEL)
Professional Engineers Stamp:
YES
T12N R3W SEC 33 LOT 198
7/17/2024 018-331-02
A.C.E.S.
3:20 1 0
16
1' OB
30
Benjamin Schiller
CE 12592REGISTEREDPROFESSION A L E N GINEER
PERC TEST LOCATION
TECHNICIAN: J.OPHEIM
1 0
16
8'
8.5'
7/24/2024
COMMENTS:
SITE PLAN
0 0
16
USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED
7/24/2024
BLUE LAYER CLAY
FILL
BLUE LAYER CLAY
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241271, Curtis Townsend, 09/11/24
LEGAL DESCRIPTION:
PERFORMED FOR:
DATE: PARCEL ID#:
SOILS LOG AND PERCOLATION TEST
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
DEPTH
(feet)
TEST HOLE 2
DATE READING START TIME NET TIME
(minutes)
DEPTH to
WATER NET DROP
PERCOLATION RATE: (MIN/INCH)
(inches)(inches)
DATE OF MONITORING
WAS WATER ENCOUNTERED?
DEPTH TO WATER AFTER MONITORING
IF YES @ WHAT DEPTH?
8.1
7/17 1
2
3
GM (SILTY GRAVEL)
Professional Engineers Stamp:
YES
T12N R3W SEC 33 LOT 198
7/17/2024 018-331-02
A.C.E.S.
4:19 1 0
16
4:50
5:23
1' OB
30
Benjamin Schiller
CE 12592REGISTEREDPROFESSION A L E N GINEER
PERC TEST LOCATION
TECHNICIAN: J.OPHEIM
5 6
16
5'
6'
7/24/2024
COMMENTS:
SITE PLAN
4 5
16
USCS SOIL CLASSIFICATION WAS VISUALLY DETERMINED
7/24/2024
FILL
BLUE LAYER CLAY 1 0
1630 4 12
16 3 12
16
1 0
1630 4 11
16 3 11
16
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP241271, Curtis Townsend, 09/11/24
MUNICIPALITY OF ANCHORAGE
ADVANCED WAS'I'EWA'I'Elt TREA'I'NIEN"I' SYS'I'EM
MAINTENANCE AND REPAIR AGREEMENT
THIS MAINNCENANCI AND REPAIR AGRELNiII NT. herein the -AGREEMENT" made and
entered into as of this Dav of of 20 . by and between
1
H K IS F_EL?E� , herein the '`OWNER," and the Municipality of
Anchorage. herein the "MUNICIPALITY", in accordance with Anchorage k1unicipal Code
(AMC) 15.65.365. In consideration of tine InUtual covenants contained herein, the parties to this
Agreement agree as follows:
1. Advanced Wastewatei* Treatment Systems. The Municipality grants permission to the
Owner to utilize and operate. in Advanced Waste%v,ater'T'reatment System (AWWTS),
described as
located at (legal description)
2. Vlaintenarice. Repairs alit Alterations.
(Owner is rccpuired to read, understand and initial each section)
5- Throughout tine term of this Agreement, the Owner shall enter into a service agreement
with an AWWTS service and maintenance provider approved by the Municipality or the
nnanufticturer's representative. The ANVWTS sbatl be maintained in a satisfactory
condition capable of'performing as designed and producing treated septic effluent in
accordance tivith the cquipnnent's approvat for operation in the ,Municipality.
It shall be the responsibility of the Owner during the term of this Agreement to pay for all
repair(s), maintenance, adjustnient(s), replacement costs, and inspection costs. This
includes an annual maintenance fee (typically S400 to S600).
Owner agrees that only maintenance and repair personnel approved by the Municipality
OF the manufacturer's representative will inspect and make any necessary maintenance,
repairs or permitted alterations to the. system.
Owner acknowledges that regular maintenance of an AWWTS reduces tine potential
_� r
failure of the system, Which could include sewage backup and costly repairs or drainfield
replacement.
(rev. 0 5 / I S/20I S) Page I of 3
Owner acknowledges that (he Municipality may request records of maintenance and
repairs trolll the 111anUfacturers represell,
ative o1' illalntellttllGe p1'OVIdCr.
Owner acknowledges that the tine for failing to maintain and repair an AWWTS may be
assessed in accordance with AMC 14.60.030.
O\vner agrees to gratlt the MLIIllClpahty reasonable access to test and inspect the
AWW'CS. Tile Municipality will give at least 24-hou1- notice.
Owner agrees that any sale or transfer of title of the property will not occur without a new
Certificate of OII-Site Systems Approval.
Owner agrees that the AW\VTS installation and maintenance requirements as provided
by the AWWTS vendoriinstaIler and approved by the IVlLill icipality are the governing
guidelines for rile Coll'tt-uction, m€tintenance and repair of the Owner's AWWTS.
Owner agrees to maintain remote monitoring of the AWWTS as required by the
AWWTS approval.
>. Tenn. The term of this Agreement shall begin on the date of approval by the
Municipality to operate the installed system. or upon transfer of title, and shall continue
while the t�W W1 S is operational or until title is transferred.
4. Nonwaiver. Tlie failure of the Nunicipality at any time to enforce a provision of this
AgreCnlent shall In no way COI1St1t11tC a waiver of the provisions, nor In any way affect
the validity of the Aoreenlcnt or any part hereof, or the right ofthe MLIIIIcipality
thereafter to enforce every provision hereol'.
7. Amendment. This Agreement shall only be amended by alltllOrIZCd representatives of
the Owner and Mlinlclpahty. Any attetllpt to £1111enCl this allreCmellt bV either all
unauthorized representative or Unauthorized means shall be void.
6. Jurisdiction: Choice of Law. Any civil action arisint. from (tits Agreement shall be
brought in the Superior Court for the Third Judicial District of the State ol'Alaska at
Anchorage. The laws of the State of Alaska shall Govern the rights and obligations of the
parties under this Agreement.
7. SeverabilitV. Any provisions of this Agreement ttecreect 11lvalid by a court OFC01111mcm
jurisdiction shall not invalidate (lie reniaming provisions of the Agreement.
(rev. Uzi 18%2018 ) Page 2 of 3
OWNER:
By
(print name)
STAT17', OFALASKA
ss.
'FlIMI) JUDICIAL DISTRICT'
Date:
The FOI-C'10111g illStl-Ltlllellt was acknowledged before me this da>> of
-)o by
NOTAM'PUBLIC FOR ALASKA
My Commission expires:
N-IUNICJPAI,I'I'Y:
By: (sil - matUl-C)
Ci,j K� 1
Date.
ritie:
(rev. 05/18i2018) Pa(Te 3 01'3
RABBIT CREEK ROAD
SA
D
D
L
E
R
S
T
R
E
E
T
Taylor L. Dosch
No. 189892
R
E
GISTEREDPROFESSIO N A L L A N D S URVEYOR
Municipality of Anchorage Page
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
'P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: ,~:'~-,,/~Ur DI~..~ PiDNumber: O1~
~ ~L~ ~ ~ & ,, Wastewater System: D New Upgrade
Address:
~ ~;~ ~ ~ ABSORPTION FIELD
P,one:~ __ 7~0~ IN°'°'~r°°ms: ~DeepTreno, ~ShallowTrenoh ~Bed =Mound~her
LEGAL DESCRIPTION Soil Rating: Total Depth f rom original grade:
GPD/Sq. Ft.
LOt: Block: Subdivision: Depth to pipe bottom lrom original grade: Gravel depth beneath pipe
'/q~ Ft. Ft.
Township:~ ~[Range: ~ ~ ~ Secti. Fill added above orig,nal grade: Gravel length:
WELL: B New ~ Upgrade Gravel widlh: Number of lines: [Bistancebetweenllnes:
Yield: GPM [ Pump Set at: Ft. ]Casing Height Above Ground:Ft. TAN K
SEPARATION' DISTANCES ~ Septic ~Holding ~ S.T.E.P.
From Tank Fie,d Slation Tank Sewe~ Lines ~ ~
Surface
Water LIFT STATION
Line
I
Drain
I
Remarks: BENCH MARK
0~ Location and Description:
P~INTIFF ~ [ A~sumed Elevation:
~HIBIT NO ~ ENGIN~ER'S'SEA~
ADMI~ED
, Inspections performed by: Dates: 1st
Department of Health and Human Services approval '
Reviewed and approved by: Date: ~~ ,
72-013 (Rev. 9191) MOA 25
<~ TesChoLe #4
~ TesChoLe //5
£75.00
RIO0. O0
AL4£M WIR£
</ Testhote #3
Holdfng Tank
PLAINTIFF
~,DMITTED ~
90
(CASE NUMSER)
P5
~ Tes~hote #2
TOBBEN SPURKLAND P.E.
205 W 15TH. AVENUE
~gNCH AK. 9950!
07)' 279 ~916
LOT 198, SEC. 33 T121V R3~f
CHRIS FEDELE
5500 RABBIT CREEK ROAD
SEPTIC SYSTEM ASBUILT
DATE: JUNE 28, 1994
SHEET: 2/5 GRID: $135
1" X 10' C~NDUIT
~ PAIN CAP TYPICAL/ 1_~ GAL VANIZED LB,
PUMP ACCESS // 4 FL ZTF COl/ER OVER' TANK
~ ~ TO ALAPM PmNEL
~ CAULDE£ CZTUPLIN6 ~i
TYPICAL DIREC? BU£IAL ~E
HIGH dATER ALARM ,t
MENCU~Y S~ITCH FLOAT
~,67
S[AN A 3000 AL, TANK
ANCHD~AGE TANK
ADMI~ED ~
~0~[ REVISED: MAY 19, ~994
k (~SE NUMBER) 1
6751 W, DIM~ND BLV9, SECT/OW JJ T12M RJW DATE,LUWE 2~ I994
ANCH. AK, 99502-3904
q?o7~ a4~ ~g?5 CHRIS FEDELE SHEET, J/J GRID, J/55
08-10-1994 02:49PM FROM ANCHORAGE?REFUSE/INC
Gl~,ler ~ral Oor~trudk~
8OO E. Dimond. Suit~ 3-59O
Anchm'~me. AI~,~ 995'15
TO
34~740 P.02
Invoice
~
r'~Me,-Chrl~
B~l~ng fM C~npiet~d ,Job at ~ Rab~t [:nmi; Rd,
Tank & Mm.m. I~addw t~mk. h~4c up pittaa v~v~. plumb~g mme~iat, ,~',v~. ele~td(;M mate~l
I All wo~k i~ comlx~te!
100.oo
190.00
125.00
114,1~
TOTAL oo
· ' PLAINTIFF
EXHIBIT NO. '~
ADMITTED ~
TOTAL P.02
68/25/1994
11:28
GLACIER GENERAL CONSTRUCTIOn, iNC.
Dally Log Sheet
PAGE
Job: ~,~, ;,;,,r ~,~¢;.,~_ ,,
Job Super~isor: ~.. /.~,¥/,~
Description of dally activities:
PLAINTIFF
ADMITTED ~-
(CASE NUMBER)
02
EXHIBIT LIST
Court Case No.: ~ M102011
MUNICIPALITY OF ANCHORAGE
~--~ Pretrial Hearing
vs. TOBBEN SPURK[AND
Trial
Name of Party: MUNICIPALITY OF ANCHORAGE ~Pltf. ~Def.
(There must be a separate exhibit list for each party.)
Party's Attorney:
Criminal Case Origination: __ APD __ AST Agency Case #:
COURT USE ONLY
Exhibit No. With- To From I To
Marked for ID ~rawn Jury/ Jury/I Exh.
(Write No.) BRIEF DESCRIPTION OF EXHIBIT Off. Ad. Date Judge Judge Clerk
1 PERMIT
2 ENGINEER BULLETIN
3, 3A&B INSPECTION REPORTS
4 INVOICE
4A LOG SHEET
5 CERTIFICATE
6 ENGINEER BULLETIN
7, 7A&B INSPECTION REPORTS
8 REGULATIONS
9 LETTER
9A-C CITATIONS
10 CONSTRUTION CERTIFICATION
certify that the exhibits checked in the "To Jury/Judge" column on this and all
pages were given to the jury/judge for deliberation/advisement.
Date In-Court Clerk Received By
I certify that the exhibits checked in the "From Jury/Judge" column on this and all attached
pages were received from the jury/judge after the verdict/decision.
Date In-Court Clerk/Exhibits Clerk Received From
Exhibits placed into Interim In-Court Storage. B~ H. SCHNEIDER Date
I certify that the exhibits checked in the "To
attached pages have been placed in Exhibit Storage.
Date
Page 1 of
TF-200 ANCH -~91) (cs)
EXHIBIT LIST
Exhibits Clerk"
Exhibits Clerk
column on this and ali
Civil Rule 43.1
Criminal Rule 26.1
Admin. Bulletin No. 9
IN THE DISTRICT/B~Ji%FLR~I~IR COURT FOR ,THE STATE OF ALASKA
AT ANCHORAGE
MUNICIPALI%~f OF ANCHORAGE
Plaintiff(s),
VS.
%~3BBEN SPL~KLAND
Defendant(s).
CASE NO. M102011
INVENTORY AND RECEIPT
INVENTORY
The exhibits/depositions listed below and a copy of this~ form
were released to I~10 ROBINSON DHHS by the following method:
Certified mail. (Attach certified mail receipts to this form.)
Messenger service. (Receipt below must be signed.)
Picked up by the person listed above Or his representative.
(Receipt below must be signed.)
Temporary release authorized by Judge
Exhibits are to be returned to court by
(Check box above showing release method.)
(date)
List of Exhibits/Depositions Released:
~ Copy of exhibit list attached. (Circle those released.)
~--] List of -exhibits:
~ List of depositions:
J~L~ARY 5, 1995
Date
RECEIPT FOR EXHIBITS/DEPOSITIONS
I certify that I received the exhibits/depositions noted above.
Date: Signature
Print Name:
Title: []]Attorney[[] Employee of
Messenger Service For
TF-206 (12/88) (st. 2) Civ. R. 43.1, Crim. R. 26.1
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
PERI~IT N73MBER:SW940145
DESIGN ENGINEER:TOBBEN SPURKLAND, P.E.
OWNER NAME:FEDELE CHRIS P & LOIS J
OWNER ADDRESS:3500 RABBIT CREEK RD
ANCHORAGE, AK 99518
PAGE 1 OF 1
(UPGRADE) PERMIT
DATE ISSUED: 5/26/94
EXPIRATION DATE: 5/26/95
PARCEL ID:01833102
LEGAL DESCRIPTION: T12N R3W SEC 33 LT 198
LOT SIZE: 108900 (SQ. FT.)
NUMBER OF BEDROOMS: 3 THIS PERMIT: 3
THIS PERMIT IS FOR THE CONTRUCTION OF:
HOLDING TANK SYSTEM
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 DHHS AT LEAST 2 HOURS
PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY
CALLING 343-4744 (24 HOURS)
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.
Torn Fink,
Mayor
Department of Health and Human Services
825 "L' Street
P.O. Box 196650 Anchorage, Alaska 99519-6650
ENGINEER BULLETIN 91-4
September
To:
Subject:
12, 1991
All Engineers Designing and Inspecting On-site
Wastewater Disposal Systems
Owner Installation of On-site Wastewater Disposal
Systems
AMC 15.65.035 requires that any person engaged in the business
of installing or excavating an on-site wastewater disposal
system must be permitted by DHHS. Recently we have received
several as-built inspection reports which indicated that systems
were installed by the property owner. Upon inquiry we have
found that several of these "owner installed" systems were
actually installed by contractors who were not permitted by DHHS.
In situations where a property owner truly desires to install
his own system, we will require that the owner obtain prior
approval from this office. The owner should submit a letter
with the permit application that indicates that the system will
be owner installed. The letter should specify the anticipated
extent of owner involvement during construction and should also
include a list of proposed subcontractors. Approval for owner
installation will be indicated under the Special Provisions
portion of the permit.
As-built
will not
approval.
inspection reports which indicate owner installation
be approved unless the owner has received prior
Please contact our office at 343-4744 if you have any questions.
Sincerely,
Jo~n Smith, P.E. J
Program Manager, On site Services
cc: Lee Browning, P.E., Manager, Environmental Services
PLAINTIFF
-:XHIBIT NO. ~'J
ADMITTED ~
o
0
0
0
Tom Fink,
Mayor
Department of Health and Human Services.
825 "L" Street
P.O. Box 196650 Anchorage, Alaska 99519-6650
ENGINEER ~ULLETIN 92-5
April 20, 1992
To: All Engineers Inspecting the Construction of On-site
Wastewater Disposal Systems
Subject: Providing Construction Inspection Notices to DHHS
AMC 15.65.150 - Inspections of On-site Wastewater DisPosal
SYstem Installations requires that DHHS must be notified at
least two hours prior to any inspection. During regular
business hours (7:30 am to 5:00 pm - Monday through Friday)
please notify our offic~ by calling 343-4744. After hours and
· on weekends and holidays leave a message by calling 343-4681.
C
~~a~j~Er] C'n-site Services
cc: Lee Browning, P.E., Manager, Environmental
Services Division
Municipality of Anchorage Page
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Name: ~ ~ ~Lb--/ C~&[ ~ Wastewater System: D New ~Upgrade
Address:
~ ~ ~ ~~ ~ ABSORPTION FIELD
Phone: ~-- ~ ~O ~ ~ Deep Trench ~ Shallow Trench ~ Bed D Mound thor
LEGAL DESCRIPTI ON Sod Rating: Tot~l Oepth from original grade:
GPD/Sq. Ft.
Lot; Block: Subdivision: Deplh to pipe bottom from original grade: Gravel depth beneath pipe
~ New ~ Upgrade Gravelwidth: Numberoflines:
WELL:
Ft. Ft.
Classification (Privale, A,8,C): Total Depth: Cased To: Total absorption area: Pipe material:
Fl, Fb SQ, Fb
Yield: GpMIPump Set at: Ft. lyasing Height Ab°ye Grou;;: TANK
SEPARATION DISTANCES ~ Septic ~Holding ~ S.T.E.P.
To Septic Absorp,ion Lilt Holding Public/Private Manufa~;~ 7~
From Tank Field Slalion Tank Sewer Li .... ~ ~
Surlace
lot Size in gallons: ~ Manufacturer:
Line ~ O
I
/~ ~ump Make $ Mode I Electrical InsOections per[ormoO
Gurtain ~ ~
~raln
~emarks: B~GH ~K
/
P~INTIFF ~ I Assumed Elevation:
~DMI~ED ~
2nd
Department of Health and Human Services approval
Reviewed and approved by: Date:
I I
I + Tes±hoLe #4 I
,~ ~ ,
ADMI~ED ~
20~ W ~STH, AVENUE CHNS FEDELE OATE~ JUNE 28, ~994
~gNCH AK. 99501 SHEET: 2/5 GRID: 5155
07~' 279-5916 5500 RABBIT CREEK ROAD
1" X 10' CONDLI£T
-- RAIN CAP TYPICAL/
"~ TZ/ ALARM PANEL
~ CAULDER COUPLING
TYPICAL DIRECT BURIAL ~/IRE
HIGH 7ATE~ ALARM
MErCUrY SVITCH FLOAT
STAN~A~ 4000 5AL, H~L~IN5 TANK
ANCHORAGE TANK
ADMI~ED ~
(CASE NUMBER)
TOBBEN SPURKLAND P,E, LO~ ]9~ SEPTIC SYSTEM ASBU]LT
~751 ~, DIMQND BLVD, SECTION ~ ~2~
ANCH. AK, 9950~-3904
(?g7~ ~q8 ~gg~ CHRIS FEDELE SHEET, J~J GRID,J1J5
~UG-23-94 HON ~5~43
~NOH 000
NO, 907562578! P, 02
Rick Mystrom,
Mayor
Mmficipality of Anchorage
Department of Health and Human Services
825 "L' Street
P.O. Box 196650 Anchorage, Alaska 99519-6650
November 8, 1994
Colleen Moore
Eide & Miller
425 "G" Street
Anchorage, AK 99501
Dear Ms. Moore:
Re: MOA vs. Tobben Spurkland - Case No. M102011
Pursuant to the Court's Order dated the 27th day of September 1994, we have attached
hereto copies of citations in our files issued by the Department of Health and Human
Services to engineers other than Tobben Spurkland during the past three years for
violations to mmficipal codes. Although our records indicate that the On-site Services
Section issued 19 citations during the period January 1, 1992 to present, we are unable to
locate other copies of the actual citations. However, should actual copies of these
citations be necessary, they should be available through the Court System.
Sincerely,
Robert W. Robinson
Plaintiff
· ~'e SENDER:
RWRikb -o I also wish to receive the
'~ · Complete items 1 and/or 2 for additional services. ,
~¢ * Complete items 3, and 4a & b. following services (for an ex?a
~ · Print your. name and address on the reverse of this form so that we can fee .' '-
~) return this card to you.
Attachments ~> . Attach this form to the front of the mailpiece, or on the back if space 1. ~ Addressee's Address
~ does not permit.
~ ~ Write"ReturnReceiptRequested"onthemailpiecebe~owthea~ic~enumbe~ 2 ~ Restricted Delivery .-
~ · TheRetumReceiptwillshowtowhomthea~iclewasdeliveredandthedate '
~ delivered Co,suit postmaster for fee.
~ 3. Artfcle Addressed to: 4a. Article Number
: ~ Colleen Moore I 4k Ser¢~ce Type
~ ~ ~ Register~ ~ Insured
~oFm 38~ 1. D~c~ber 1991 ~U.S. GPO:1992423-~ DOMESTIC RETURN RECEIPT
f,-, ~ .MUNi~r~UT-yJCANCHORAGE f
UNIFORM SUMMONS AN~ COMPLAINT .
O~STR~C~ COUR~ ,OR THE ST*~E O~ *C*S~* -
THIRD JUDICIAL DISTRICT AT ANCHORAGE, ALASKA
CASE NO. '"
DATE 0F BIRTH
A,ND THERE ~OMBIT THE FOLLOWING OFFENSE:
':-:. ~ VIOLATION OF THE ANCHORAGE CO~E OF ORDINANCES, THEUNDER-
~ :, ;~SIG~'~D FURTHER STATES=THAT HE HAS JUST AND REASON-
:': >:"-~6~"~0~6 TO SELIq~E A~E~S eELIEVE THAT THE PERSON NAMED
:~ ?ABOVE ~O~DiTTE~,THE;OFFENSE HE~ET FORTH, CONTRARy TO LCW,,
,.. ........... ~2 ....
~ . -~' '~,..."k ~ ~..~, ~7- /-~?- v. ~ ~ ~
: ..... ;~ ,'. ~ .... ..'. .
::~-::;~ :'1 pROMiSE T'0 A~pEAR IN SAID COURTATTHE TIME INDI~E~OyE:"
I~XD~PLAINTIFF
· . (CASE NUMBER)
/"fk,~"M~NiCI,,PALITYOF'~q'NC~O~:~GE "~ ,-' ....t~ '
DISTRICT COURT FOR THE STATE OF ALASKA ~
THIRD JUDICIAL DISTRICT AT ANCHORAGE, ALASKA
CASE NO.
INOTO BELIEVE AN DES BELIEVE TH THE PERSON NAMED
[~ .ABOV oMM TTE~THE~E H~RE NS :TF CONT,~ARY TO LAW
/?: :;17 :~;~:., ..~ .~
..... Y~u mu~pea[ within I~y~l ~e ween 8:00 a M afld 4 30 P ~
I
MUNICIPALITY OF ANCHORAGE
UNIFORM SUM,MONS, AbI,D COMPLAINT
DISTRICT COURT FOR ~'~l~ STATE OF ALASKA
THIRDoJ~UDICIA~ DISTRICT AT ANCHORAGE; ALASKA
C^SE.O. ~ ~
The undersigned, being duly sworn, upon his oath deposes and say~
SE~[REVERSE SIDE FOR £XPLANATION OF YOUR RIGHTS
~...,.., ~ ~%.-~,~,.., .,.~,-~
~' J PROMIEE TO APPEAR IN SAID COURT AT THE TIME INDICATED ABOVE:
· "PLAINTIFF
~XH~.~;"o 9 ¢
ADMITTED []
(CASE NUMBER)
Register 114, Jnly 1990 ~ ENVIRONMENTAL CONSERVATIOI~~ 18 AAC 72. 2/45
18 AAC T~. 250
18 AAC 72.245. CONSTRUCTION CERTIFICATION. (a) This
section applies only to projects for which engineering plans are required
under 18 AAC 72.210. The owner of the project must provide for
inspection of that project, during construction, by a registered engineer or
person under the direct supervision of a registered engineer to ensure that
the system is constructed according to design plans approved by the depart-
ment, or according to as-built drawings showing that the system was
constructed as required by this chapter.
(b) Within 30 days after completion of construction, installation, or
modification of the project, the owner shall submit to the department a
completed "Certification of Construction" form, available from the depart-
ment. The system owner, each contractor who constructed the project, and
the engineer responsible for inspection of the project must certify on the
form that the project was constructed in accordance with the plans most
recently approved by the department, or in accordance with sealed as-built
drawings as described in (c) of this section. The form must be
(1) signed by the system owner and by each contractor who
constructed the system; and
(2) signed and sealed by the registered engineer who inspected
the project.
(c) In addition to the form required under (b) of this section, if
system construction differs from the most recent approved plans, the owner
shall submit, within 30 days after completion of construction, installation, or
modification of the project, a complete set of as-built drawings that
(1) are sealed by a registered engineer; and
(2)
(Eff. 6/30/90, Register 114)
accurately depict how the system was constructed.
Authority: AS 44.46.020 AS 46.03.050 EXHiBiT
AS 46.03.010 AS 46.03.090 ADM~X'rEDo~x
AS 46.03.020 AS 46.03.720
(CASE NUMBER)
18 AAC 72.250. APPROVAL TO OPERATE. (a) For a project that
does not require engineering plans, an approval to operate the system will
accompany the approval to construct the system, subject to the provisions of
18 AAC 72.230 and 18 AAC 72.235(a).
Municipality of Anchorage Page ~ of '~
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
'P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: ,.~,/~L~ OlUr4~ PIDNumber: OIg--
~ ~ b~ ~ ~ S ,. Wastewater System: D New Upgrade
~ ~;~ E~ ~ ABSORPTION FIELD
Phone: S~S -- 7eO~ ]NO. Of~cooms: ~ Deep Trench ~ $hallow Trench ~Bed =Mo.nd ~ther
LEGAL DESCRIPTION Sol, Rating: Tolal Oeoth from original grade:
GPD/Sq. Ft.
Lot:~t Block: Subdivision: Depth to pipe botlom from original grade: Gravel depth beneath pipe
Townshlp:~l ~I~ Ran~ ~ ~I~ Sectio~ ~ Fill added above original grade: Ft. Gravel length: Ft,
WELL: ~ New B Upgrade Gravelwidth: Nemberollines: lDisla~cebelwee~li~es:
Classification (Private, A,B,C): Total Depth: Cased TO: Tolal absorption area: Pipe matedah
Ft. Ft. SQ. Ft,
Ft.
Yield: GPM I Pump Sel at: Fl. ]Casing Height Above Ground;Fl. TANK
SEPARATI ON DISTANCES ~ Septic ~Holding ~ S.T.E.P.
F,o~ Tank Field Slation Tank Sewer Lines ~r~ ~
Well Maledal: ~ ~ Number of CompCrtments(
Surface
wate~ LIFT STATION
Line
I
Curtain Pump Make & Model I Electrical Inspections performed by:
Drain
I
Remarks: BENCH MARK
~HIBIT NO. ~
~DMI~ED ~ ........ ,.' Y,'
, Inspections performed by: Daies: 1st g//7~ I_ ~~, .~
Department of Health and Human Services approval
72-013 (Rev 9/91) MOA 25
I
I + Tes:choLe #4
I
~# .~.C':~, .' '~
I
P~INTIFF
'
(C~ENUMBER) ~ ~' '~)/:: J:J~ ~i' "~
FOBBEN SPURKLAND P.E. LOT 198, SEC. 33 TI2N R3W sEPtiC SFSTE~ ASBUILT
~o~ ~ ~m. AVENUE CHRIS r~O~L~
~NCH AK. 99501
07)' 2Z~-~l~ 3~00 RABBIT CREEK ROAD SHEET:
CAULDER COUPLING
TYPICAL
1' X 10' CONDUIT
-- RAIN CAP TYPICAL / _ i' GAL VANIZED L~.
"-" ~ ,~ ,~" ""m'"m'"m'"-'"- C Z Z Z'":
........ ~ ~ -- --I ~111~111~, ~111~,111~1
~ TO ALARM PANEL
~ ~ DIRECTBURIAL ~IIRE
1' PVC CONDUIT
'
~ HIGH WATER ALARM
MERCURY S~IITCH FLOAT
8,67
£TANDA£D 3000 GAL.
6.33
HDL PING TANK
ANCHORAGE TANK
)LAINTIFF
TBBBEN SPU~
6751 ~. DIHDND BLVD. II
ANCH, AK, 9950~3904 ~L
LOT 198
SECTION JJ TI2N NJW
CHRIS FEDELE
SEPTIC SYSTEM ASBUILT
DATE,LUNE 2~ 1994
SHEET, J/J GRID, JIJ5
MUNICIPALITY OF A/~CHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WASTEWATER DISPOSAL SYSTEM
PERMIT NUMBER:SW940145
DESIGN ENGINEER:TOBBEN SPURKLAND, P.E.
OWNER NAME:FEDELE CHRIS P & LOIS J
OWNER ADDRESS:3500 RABBIT CREEK RD
ANCHORAGE, AK 99518
PAGE 1 OF 1
(UPGRADE) PERMIT
DATE ISSUED: 5/26/94
EXPIRATION DATE: 5/26/95
PARCEL ID:01833102
LEGAL DESCRIPTION: T12N R3W SEC 33 LT 198!
LOT SIZE: 108900 (SQ. FT.)
NUMBER OF BEDROOMS: 3 THIS PERMIT: 3
THIS PERMIT IS FOR THE CONTRUCTION OF:
HOLDING TANK SYSTEM
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 DHHS AT LEAST 2 HOURS
PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY
CALLING 343-4744 (24 HOURS)
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:
PLAINTIFF
-:XHIBIT NO, /
ADMITTED []
Tom Fink,
Mayor
Nlun c pahty of Anc ,'o. rage
Department of Health and Human Services .
825 "L" Street
P.O. Box 196650 Anchorage, Alaska 99519-6650
ENGINEER BULLETIN 91-4
September 12, 1991
To: All Engineers Designing and Inspecting On-site
Wastewater Disposal Systems
Subject: Owner Installation of On-site Wastewater Disposal
Systems
C
AMC 15.65.035 requires that any person engaged in the business
of installing or excavating an on-site wastewater disposal
system must be permitted by DHHS. Recently we have received
several as-built inspection reports which indicated that systems
were installed by the property owner. Upon inquiry we have
found that several of these "owner installed" systems were
actually installed by contractors who were not permitted by DHHS.
In situations where a property owner truly desires to install
his own system, we will require that the owner obtain prior
approval from this office. The owner should submit a letter
with the permit application that indicates that the system will
be owner installed. The letter should specify the anticipated
extent of owner involvement during construction and should also
include a llst of proposed subcontractors. Approval for owner
installation will be indicated under the Special Provisions
portion of the permit.
As-built inspection reports which indicate owner installation
will not be approved unless the owner has received prior
approval.
Please contact our office at 343-4744 if you have any questions.
Sincerely,
aop~n n Smith, P.E. _ i~ .
?~ogram ~anager, On-s~te Services
cc: ~ee Browning, P.E., ~ana~er, ~nvlronmental Services
~8-1~-i994 02:49PH F~ ANCHORAGE/REFUSE/IhI2
Glmo4er Gem)rd ~
8OO E, Dimond. Suite 3-59O
Anchorage, Alaska 99515
TO
J43~'7 40 P, I~
Invoice
~o
Chris
3600 Rabl~ r._.mek I~.
An~.horage, AK ~gS 16
DF. SC~PTION
BiF. mO fm Ce,.~Aema Je~ ut 8eoo t~bblt r_,mek Rd,
T~nk & ~tmm, ~ad4~ amk, ha~ up pittae valve, pkmblng mami~ eeevatlng, eleeU'~e ma~t~l
Tank & alarm
~adder tank
!~
I TOTAL
8,020,00
TOTAL E.02
08/25/1994 11:28 562c/~'~ GLACIER GENERA~/~ PAGE 02
GLACIER GENERAL CONSTRUCTIOn, iNC.
Dally Log Sheet
Job:
Job Supervisor:
Description of daily actlvitlem
-- P/ ~_I~
PLAINTIFF
-:xHIBiT NO. '~ .
~.DMITTED []
.7
_/
~:~ o
0
0 P~
co
0
0
p~
H
Torn Fink,
Mayor
/vtun cip lity of
Department of Health and Human Services
825 "L" Street
P.O. Box 196650 Anchorage, Alaska 99519-6650
ENGINEER BULLETIN 92-5
April 20, 1992
To: All Engineers Inspecting the Construction
Wastewater Disposal Systems
Subject: Providing Construction Inspection Notices
of On-site
to DHHS
AMC 15.65.150 - Inspections of On-site Wastewater DisPosal
System Installations requires that DHHS must be notified at
least two hours prior to any inspection. During regular
business hours (7:30 am to 5:00 pm - Monday through Friday)
please notify our office by calling 343-4744. After hours and
on weekends and holidays leave a message by calling 343-4681.
~~a~a~Er, On-E' ' site Services
cc: Lee Browning, P.E., Manager, Environmental
Services Division
C
,, Municipality of Anchorage Page
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal SYstem and/or Well Inspection Report
Permit Number: .~U/_.,,' qt{ ~q_~ PID Number: (~
Name: ~ ~ ~L~--/ ~l ~ Wastewater System: D New ~Upgrade
Address: ~ ~ ~T ~~ ~ ABSORPTION FIELD
Phone: ~--~O~ ]No. olBe~ooms: DOeepTrench ~ Shallow Trench ~Bed OMound~Other
L E G AL D E S C R I PTI O N so, Rating: Total Depth Irom original grade:
Lot: Block: Subdivision: Deplh Io pipe bottom from original gpade: Gravel depth beneath pipe
Township: ~ Range: [Section: Fill added above original grade: Gravel length:
Upgrade Gravel width'. Number of lines:ll~islance~elweenlines:
WELL:
New
Ft. Ft.
Classification (Private, A.B,C): Total Depth: Cased To: Total absorption area: Pipe material:
Ft. Ft, SQ. Ft,
Driller: Date Drilled: SlaficWater Level: Installer: / Date installed:
SEPARATION DISTANCES ~ Septic ~Holding ~ S,T.E.P.
To Septic Abso,pt*o~ Uh Ho,ding 'ublic/Priva,e Manufa~ ~I/ Capacity in gallons:
From Tank ~ie[~ Slalion Tank Sewer Lines~ ·'~ ~ ~
Well ~ ~ ~ Material: ~ NumberofComgtment,:.
Surface
w~t~ ~ ~0~ LIFT STATION
Lot Size in gallons: ~ Manufaclurer:
Line ~ ~
8omarks: B~GH ~K
/
~ P~INTIFF ~ I Assumed Elevation:
. FI,
~HIBIT NO
~INE~R~S.S~AL
...:'
ADMI~ED D
. (CASE NUMBER) ~ ~
Inspecttonspertormedl,y: ~ ¢. aates:lst ~?/q~..
" 2nd ~/l¢/eL/
.
Department of Health and Human Services approval
Reviewed and approved by: Date:
72-013 (Rev, 9/9t) MOA 25
I ~ Test;hol. e #4 I
~ Test;hol. e //5
I I
I ~ Tes~cho/e #3 I
~DMI~fiD ~
~ (CASENUMBER) JX '
SCAL~; I' = 50 F~ NEVlSED ~Y 19, t994
roBBER SPUNKLAND P.E. LOT 198, SEC. 33 T12N R3~ sEPtiC SYSrEW ASBUILr
20J · 15IH. AVENUE CHRIS F[O[LE DA[E: JUNE 28, ~994
~gNCH AK. 99501
07)' 279-J9~6 ~500 RABBI[ CREEK ROAD SHEE[: 2/~ ON/D: ~5
- RAINCAP TYPICAL / i'XiO'CZ]NDUIT
- PUMP ACCESS,~~-~]' GALVANIZED~B'FT. DF CDVER ~]VER .TANK
~ TO ALARM PANEL
~ CAULDER CDUPLING ~ ~
TYPICAL ~ DIRECT BURIAL WIRE
~- ~ HIGH rATER ALARM
MERCURY ~WITCH FLOA~
~,~7
ANCHDRAGE TANK
~ "~9.~ ?'*~:~ ~ '~' .]'~
P~INTIFF ~'~ ' ....... '
~HIBITNO ~ ~ ~ '
ADMI~ED ~
REVISED: ~AY
k [CA~E NUMBE~]
TOB~EN ~P~RKLA~D P,E, ~0~ J~ ~EPT~ ~TE~ ~U~LT
ANCH, AK. 9950a-3904 CHRIS FEDELE SHEET, J/J
~UG-23-94 HON
~000 L[O
ENVIRONMENTAL CONSERVATION
ig AAC 72. 2/45
18 AAC 72.250
18 AAC 72.245. CONSTRUCTION CERTIFICATION. (a) This
section applies only to projects for which engineering plans are required
under 18 AAC 72.210. The owner of the project must provide for
inspection of that project, during construction, by a registered engineer or ,'
person under the direct supervision of a registered engineer fo ensure that
the system is constructed according to design plans approved bY the depart-
ment, or according to as-built drawings showing that the system was
constructed as required by this chapter.
(b) Within 30 days after completion of construction, installation, or
modification of the project, the owner shall submit to the department a
completed "Certification of Construction" form, available from the depart-
ment. The system owner, each contractor who constructed the project, and
the engineer responsible for inspection of the project must certify on the
form that the project was constructed in accordance with the'plans most
recently approved by the department, or in accordance with sealed as-built
drawings as described in (c) of this section. The form must be
(1) signed by the system owner and by each contractor who
constructed the system; and
(2) signed and sealed by the registered engineer who inspected
the project.
(c) In addition to the form required under (b) of this section, if
system construction differs from the most recent approved plans, the owner
shall submit, within 30 days after completion of construction, installation, or
modification of the project, a complete set of as-built drawings that
(1) are sealed by a registered engineer; and
(2)/accurately depict how the system was constructed.
(Eff. 6/30/90, Register 114) PLAINTIFF
· :XHIBIT NO.
Authority: AS 44.46.020 AS 46.03.050
AS 46.03.010 AS 46.03.090 ^DMrVrED []
AS 46,03.020 AS 46.03.720
(CASE NUMBER)
18 AAC 72.250. APPROVAL TO OPERATE. (a) For a project that
does not require engineering plans, an approval to operate the system will
accompany the approval to construct the system, subject to the provisions of
18 AAC 72.230 and 18 AAC 72.235(a).
Rick Mystrom,
Mayor
Municipality of Anchorage
Department of Health and Human Services
825 "L" Street
P.O. Box 196650 Anchorage, Alaska 99519-6650
November 8, 1994
Colleen Moore
Eide & Miller
425 "G" Street
Anchorage, AK 99501
Dear Ms. Moore:
Re: MOA vs. Tobben Spurkland - Case No. M102011
Pursuant to the Court's Order dated the 27th day of September 1994, we have attached
hereto copies of citations in our files issued by the Deparunent of Health and Human
Services to engineers other than Tobben Spurkland during the past three years for
violations to municipal codes. Although our records indicate that the On-site Services
Section issued 19 citations during the period January 1, 1992 to present, we are unable to
locate other copies of the actual citations. However, should actual copies of these
citations be necessary, they should be available through the Court System.
Sincerely,
Robert W. Robinson
Plaintiff
RWR:kb
Attachments
* Completeitems,landlor2'for?ditionals~}vlces. ¢ ,;~ '~ c I aso wish to receive
® Complete/item, s 3, and 4a & b:' .....
' Print your name and address on the reverse of this form so that we can fee
return this card to you. , .
~ ' A~ach this form to the front of the mailpiece, oron'thob;;~fspac;: ~ 1.
delivered.
3. A~icle Addressed to: _" ·
425 Gq Street
~ An~orh~e ~ ~ 9950m'/~~'~t
~rm 381 1, D{c~ber 1991
UNIFO[:{M SUMMONS AND COMPLAINT
OISTRICT COURT FOR THE STATE OF ALASKA
THIRD JUDICIAL DISTRICT AT ANCHORAGE, ALASKA
CASE NO,"
The undersigned, being duly sworn, upon ~is oath deposes & says:
ON ~THE __
STREET ADO. ~
MAILING ADD.
DATE 0F BIRTH
IN'THE MUNICIPALITY OF ANCHORAGE. STATE OF ALASKA 010 THEN
~N~ THERE .COMMIT THE FOLLOWING OFFENSE:
.~'~ * 'LOC_~?.J. QN OF OFFENSE:
ABLE GROUND TO SELIEV E AND,~ OES;EIELIEVE THAT THE PERSON NAMED
~ MUNICCPALITY OF'ANCHORAGE '"' /'~ ~ :
DISTRICT COURT FOR THE STATE OF ALASKA
THIRD JUDICIAL DISTRICT AT ANCHORAGE. ALASKA
i
I'
."' :. J'ABLE GROUNO-TO 8ELIE~E~N OES B~LIEVE T~ THE PERSON NAMED
I PROMISETO~PP~IN~IOCO~RT. AT~HE7 ME ND CATED A.OVE
. sm~.~u,~ X' / /~uU~':: ~ ' ~ O.
PLAINTIFF
=XHIDIT NO. ~
kDMITTED []
· (CASE NUMBER) ·
. ~UN~CI~AU'~O~A.ChOR~
UNIFORM SUM,MONS, A~,,~D COMPLAINT
D~STR~CT COURT ~R 7~ STATE OF A~S~
'"" THIRD.~UDICI~ OlSTRICT AT ANCHORAGE;
CASE NO. ~ ~
~e undersigned, being duly sworn, upon his oath deposes and say~.
/'~/
~(N VIO~TION OF THE ANCHd~AGE CODE OF ORDINANC[S THE UNDER*
;'j~ SIGNED ~URTH~ STATES THAT H AS JUSTANQ R~SO ~EGROUNO TO
~-' ~ .
~ aE~wRs~ SIDE FOR EX~LANATION
ANCHORAG~
,~ I ~ROMISE TO APP~R IN SAID COURT
PLAINTIFF
-~HIBIT NO. ?c
ADMITTED []
~11 (CASE NUMBER) ·
08/2571994 11:28 5629311 GLACIER GENERAL PAGE 81
FAX I MEMO
COMPANY:
TIME:,, .---
FAX#: ..~'-) 3 - 4,'1'~/o
PHONE:
FROM: GLACIER GENERAL CONSTRUCTION, INC.
P.O Box 220029
Anchorage, Ak 99522
Phone: (907) 562-93t0
Fax: (907) 562-93tt
REFERENCE:
MESSAGE:__
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
82.5 L Street - Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
PHONE [~NEW
NAME
MAILING ADDRESS
LEGAL DESCRIPTION
LOCATION
DISTANCE TO:
Manufacturer
Liq. cai IF HOME.DE: Inside length
NO. OFBEDROOMS
No. of compumatb
Liquid depth
Well PERMIT NO.
Manufacturer Liquid capacity in gallons
DISTANCE TO:
Length o~a~ line
Top of tile to finish grade ~
Width
Length
/~
Material beneath tile
Depth
Type of crib Crib diameter Crib depth
Well Building foundation
DISTANCE TO:
Class Oepth Driller
DISTANCE TO: Building foundation Sewer line
OTHER
~/t~ eMaterial
Trench width
ITrench v.~¢.~ inches
7 ~ inches
PIPE MATERIALS
SOIL TEST RATING
REMARKS
APPROVED
Distance between lines
effective absorption area
PERMIT NO,
Total effective absorption area
Nearest lot line
Septic tank
Distance to lot line
LEGAL
~HLJ~ ] []~ F'I:~]_,]T~~
DEPARTMENT OF HEALTH AND
1325 L STREET, ANCHSRAGE,
264'-47~0
ED N S ]E -1F' ~]
PERM I T NO".
DA]-E .Ii ,.~U E J} ,, CY7/()8/85
VINCENT G. ALLRID
35C ] RABBIT CREEK ROAD
ANCHORAGE~ AK 99516
qPF'L I []ANT:
Al. I.)RE
LEGAL DESCRIF': SUBBIVISION,", N/A
SECTION: 3:5
LOT SIZE." ~Z.SA (SD.FT.
MAX BEDROOMS: ]..I
~]F' ~I'~CHO F~ASE
ENV I RONMENTAI_ PROTECT I ON
Al-,:: 9950 1
LOT: T. 198 BLOCK: N/A~ -~,
TOWNSHIP: 12N RANGE:, 3W
OR A[,RE.~O
Listed I.~elo~.~ are the options available t.o you in designing your septic'
'~ystem. Choose the option that best Fits your site.
DEPI'H TO PIPE BOI"TSM
GRAVE'I_ I)L:.:PTH (FT.)
TO'I'AI_ DEPTH (FT.)
GF~AVEL.. WID'I"H (F'I".)
GRAVEL LENG]'H (ET,)
GRAVEL VOLUME (C;U.YDS.)
I-ANK SIZE (GAl_S)
SOIL RATING (S~!,,FT. /BR)
(l:r]-.
4.0 4.0 4. D
6.0 (). 5 .-',. 5 ·
1(). 0 4.5 7.5
,=. 6. ¢) 5.0
2.5 o
88,,0 ~'* 50.0 113.0 ~
53. (} 48.2 S.:,. 8
1,000.0 ~ $,000.0 *~ !,000"0 ~'~'
349 284 ~:,49
~'~ GRAVEL LENGTH > 75 Fl". REQUIRES MULTIPLE RUNS (NOT EXCEEDING 75 Fl'. EACH)
';,~"~- TANK MUST HAVE AT LEAST TWO COMF ARTMENT.)
certify that:
1. I am familiar with the requirements
{or on-site sewers and. wells as set
fert~ by the Munic:ipality oF Anchorage (MOA) and tine State oF Alaska.
R,, I will install the system in accordance with all MOA codes and regulations,
and in compliance with the design criteria oF this'permit.
3. I will adhere to all MOA and State of Alaska .requirements £or the set back
dis. tances from any exist:Fng well, wastewater disposal system or public
sewerage system on this or any adjacent or nearby lot.
4. I Onderstand that this permit is valid ~or a maximum oF 3 bedrooms and
any enlargement will recluire an additional permit.
IF A I..,,IFT STATION IS IN,:TALLED. 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 EI_ECTRICAL INSF'EDTION REPORT; AND (3) THE
~L~CI-RICA~OE{~'flLI~E DONE BY~A LICENSED ELE:CTRICIAN.
AF'F'I.,ICAIqT: V:[~. ALJ.,R]:D
' / / ~ ,.
SOILS LOG
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
PERCOLATION
TEST
DATE PERFORMED:~
5
7'I ~Z N : i2-5 ~
SLOPE
SITE PLAN
10
11
12
13
14
15-
16-
17
18
19-
20-
o~
WAS o.o~ND WATER
ENDO~NTE"EO?
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE
TEST RUN BETWEEN
~/~]~ minutes/inch)
(~ FT A.D ~ '"'~ FT
COMMENTS
72-008 (6/79)
,""'}"'~ Block
Anchorage Re~o¢ing Precinct Alaska
Scale ,.,/ ~, /
Ref.
EB. No.
LEGEND
IPrepared by:
(9071279-8~00
H. L. ~[I T TON
· , Property o/f:
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L' Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
5
6
7
8
9
I0
11
12
13
14
15
16
17
18
19
20
DATE PERFC qMED:
Township, Range, Section: T
SLOPE SITE PLAN
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH? pO
E
Depth to Water After
Monitoring?
· Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE ~J.ZC9 (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN ¢ FT AND Z~'///~- FT
COMMENTS
PERFORMED BY: I CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORD^NCB W,T. ALL ST^TE AND MUN,O,PALGU,DE~,"ES,N EFFECT ON T.,S OATE. OATE: 'q~ ~ ~lt t't '~ ¥
72-008 (Rev. 4/85)
T.SPURKLAND P.E.
203 W 15th. Avenue, Suite 203
ANCHOIIAGE, ALASKA 99501
(907) 279-3916
Fax (907)-276-6013
SEPTIC SYSTEM DESIGN
LOT 198 SECTION 33
CHRIS FEDELE
Ground Water aE 4~ ft.
Impervious Layer .at 7 ft.
Use Pressurized Bsd with
imported sand
Loading Rate:
Required Area
.7 Gal/sq.ft
per Bedroom:
150/.7 214
sq.ft..
Number of Bedrooms 3
Bed Area 214 x 3 = 643 sq. Et
SYSTEM CONFIGURATION
MOUND
TOTAL LENGTH 26 FT.
TOTAL WIDTH 26 FT.
TOTAL DEPTH 1.5 FT.
FILTER SAND 2 FT
ROCK DEPTH .75 FT.
COVER 3 FT.
SEPTIC TANK 1000 GAL.
STEP TANK 500 GAL
ABANDON EXISTING SYSTEM
EXISTING
Septic System Design
Lot 198 Section 33
PRESSURE CALCULATIONS
SYSTEM LOSS;
From Pump Curve:
Static Head .................. 15 ft
Exist Loss ................... 5
Friction Loss @ 30 gpm..~.... 22
Loss through STEP ...... ~ ...... 24
~otal Loss .......... ,l ........ 66 ft
Rump De~i~very ~it 66 Ft:
~se 1~8" h01es:'~
D~scharge p~r hole at 5 ft. .42gpm
N~mbe~ ofilholes:~, 27 / .42 = 64
H~le Spacing: 5 x 20 x 12 / 64 =
inD~al~ation of this
The
from be installed on the adjacent lots.
There are no developed or natural surface
courses on this or the ad]acent lots.
27 gpm
18 inches.
septic system will not prevent wells
/ sub surface drainage
The proposed septic system will not change the general slope of
the area. Ponding and/or concentration of surface runoff will not
result from this installation.
Septic System Design
Lot 198 Section 33
£AB~IT £REEK
LB?
££~LE; K' ~ 100
--
D~,2,4 ,4 VE,
LDT ]
,, ~LlT? £I-5B
~AVE,
JTOBBEN SPURKLAND P.£
203 W ISTH. A VENUE
ARCH Am 99501
(907~ 279-3916
LOT 198, SEC. 33 T12N R3E
CHRIS FEDELE
5500 R,4BBIT CREEK RO,4D
SEPtiC SYSTEIvI DESIGN
DATE: APR'iL ~ ~994
SHEET: !/3 GRID: 3135
P/a tePh~e
I I
650 sq. fi. bed
~s~hoLe #3
Ex.f, french
Ex/st !000
---Ne~ SYE&
<~ 'Tes~hote
,.--..~._~
25 0 ~5 SO 7,5 100 1~5
SCALE: i' - 50
1
TOBBEN SPURKLAND P.E.
205 W ISTH. AVENUE
AK. 99501
LOT lR& SEC. 33 T12N R3tf
CHRIS FEDELE
5500 RABBIT CREEK ROAD
SEPTIC SYSTEM DES/OH
DALE: APRIL 19, 1994
SHEEr: 2/5 GRID: 5155
Ex~:, ~000 ~ol Tonk
XTEP
IVe~
Q
3 Ft. o£ Cover'
4' Topzoil
8" Sewer Rock
~' Dis~ibutlon Pipes
Miro £; ]40
Filter Sond ~ £~
STEP fonl<
TOBBEIV SPURKLAIVD P.E.
205 lE I5[IV. AVEIVUE
LOT 198 SECTION
S500 RABBI? CREEK ROAD
CHRIS FEDEI_E
SEPtiC SYSTEM DESIGIV
DATE: APRIL 20, 1994
SHEET: 5/5 GRID: 5155
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & HUMAN SERVICES
Division of Environmental Services
On-Site Services Section
P.O. Box 196650 Anchorage,Alaska 99519~6650
343-4744
Parcel I.D. #
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWELLING
GENERAL INFORMATION
Complete legal description
Location (site address or directions)
Property owner
Mailing address
Lending agency
Mailing address
Day phone ,~ g~'-
Day phone
Agent
Address
Day phone
Unless otherwise requested, HAA will be held for pickup.
NUMBER OF BEDROOMS: ~
TYPE OF WATER SUPPLY:
Individual well
Community well
Public water
NOTE:
If community well system, provide written confirmation from State ADEC atte, s.t.-
lng to the legality and status of system.
4. TYPE OFWASTEWATER DISPOSAL:
Individual on-site
Holding tank L"/
Community on-site
Public sewer ~
NOTE: If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system,
72-025(Rev. 1/91) Front MOAt~21
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 of this Health Authority Approval application shows that the on-site water supply
and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms
and type of structure indicated herein. I further verify that based on the information obtained from
the Municipality of Anchorage files and from my investigation and inspection, the on-site water
supply and/or wastewater disposal system is in compliance .with all Municipal and State codes,
ordinances, and regulations in effect on the date of this inspection.
NameofFirm -~-~_FjJ~_~,, ._~_.~,~.¢~_l~vt¢~('* ~t~ Phone
Address _ ~_o % ~' / ~ ~.~ i4 ~ o T%
EngineeCs signature ~-~/~
Date
SIGNATURE
Approved for ¢¢
Disapproved.
Conditional approval for
bedrooms.
bedrooms, with the following stipulations:
By:
Additional Comments
Date
The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority
Approval Certificates based only upon the representations given in paragraph 5 above by an independent
professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes
and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not
conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not
responsible for errors or ()missions in the professional engineer's work.
72~25(Rev. 1/91) Back MOA#'21
Municipality of Anchorage
Department of Health and Human Services
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description:
A. Well Data
Well type '~
Log present (Y/N) y
Total depth '! ~ I~
Sanitary seal (Y/N)
Date of test
Static water level
Well flow
Pump level1
If A, B, or C, attach ADEC letter. ADEC water system number
Date completed ~'/~'~ /'~{~ Driller ~
Cased to ~ ~ (~ Casing height
Wires properly protected (Y/N) y
FROM WELL LOG AT INSPECTION
SEPARATION DISTANCES FROM WELL TO:
S~/holding tank on lot
Absorption field on lot
Public sewer main
Sewer service line
g.p.m.
JUL 0 5 1994
Municipality of Anchorage
Dept, Health & Human Services
; On adjacent lots
; On adjacent lots
Public sewer manhole/cleanout
Petroleum tank
WATER SAMPLE RESULTS:
Coliform ~
Date of sample: ~ ~.~
Nitrate ,~ ~;). I {~ Other bacteria
Collected by:
~ Compartments
Foundation cleanout (Y/N) ~%/ Depression (Y/N)
Alarm tested (Y/N)
i'~/,/,,~ Pumper
Bc~E~,~{["IOLDING TAN K DAT~[j~ ~ m
Date installed ~/~ 7/,~ Tank size
Cleanouts (Y/N)
¢
High water alarm (Y/N)
Date of pumping
SEPARATION DISTANCES FROM SE,~T~/HOLDING TANK TO:
Well(s) on lot ~! On adjacent lots ~' 1 ~ Foundation I ~ ''~
To property line '~//~ ~ Absorption field ~'///,~ Water main/service line ' ? ~)
Surface water/drainage ~'~ I.'1~
72-026 (3/93)* Front CONTINUED ON BACK PAGE
C. LIFT STATION
Date installed
Size in gallons
Vent (Y/N)
Well on lot
D. ABSORPTION FIELD DATA
Date installed
Length Width
Total absorption area
Date of adequacy test
"Pump on" level at
High water alarm level
Meets MOA electrical codes (Y/N)
SEPARATION DISTANCE FROM LIFT STATION TO:
On adjacent lots
Manufacturer
Manhole/Access (Y/N)
"Pump off" Level at
Cycles tested
Soil rating (GPD/FF)
Gravel thickness
Cleanout present (Y/N)
Results (pass/fail)
Water level in absorption field before test
Peroxide treatment (past 12 months) (Y/N)
SEPARATION DISTANCE FFIOM ABSORPTION FIELD TO:
On adjacent lots
Surface water
Well on lot
To building foundation
On adjacent lots
Surface water
Curtain drain
E, ENGINEER'S CERTIFICATION
System type
Total depth
Depression over field (Y/N)
for
After test
.If yes, give date
Property line
To existing or abandoned system on lot
Cutbank Water main/service line
Driveway, parking/vehicle storage area
72-026 (3/93)* Back
HAA Fee $
Date of Payment
Receipt Number
Waiver Fee $
Date of Payment
Receipt Number
Date
Bedrooms
I certify that I have checked, verified, or conformed to all MOA and HAA guidelinea'in effect on th¢,d~te,~f this inspection.
, ;~ :,' .
T.SPURKLAND P.E.
203 W. 15th. AVE. SUITE 203
ANCHORAGE, ALASKA 99501
(907) 279-3916
Fax (907)-276-6013
Municipality of Anchorage
Division of Environmental Health
Department of Health and Social Services
820 I Street
Anchorage, Alaska 99501
May 6, 1994
Subject: Conditional HAA for Lot 198 Section 33
T12n R3W
Gentlemen;
This property was inspected by me in August 1991. Both the well
and the septic system were found not in compliance.
At this time the present owner wants to bring the well and the
septic into compliance. He is in the final steps of refinancing
the property, and needs a conditional approval. The attached
documentation describes the necessary upgrades. As soon as a
conditional has been given, the owner can finalize the financing
and the upgrades can be done.
T. SPURKLAND P. E.
203 WEST 15TH. AVENUE SUITE 203
ANCHORAGE, ALASKA 99501
(907) 279-3916
Fax (907)-276-6013
Chris Fedele
3500 Rabbit Creek Road
Anchorage, Alaska 99516
May 19,
RECEIVED
1994
Subject:
Dear Mr.
Septic System Installation
Lot 198 Section 33
Fedele;
MAY 2 0 1994
Muni¢ipali[¥ ot Anohorage
Dept, Health & Human Services
At the advice of the Municipal Department of Health and Humane
Services (DHHS) i returned to your property to reevaluate my
proposed design for a septic system for your lot. DHHS had some
serious concern about the conditions at the location identified
by me.
On reexamination I found standing water adjacent to my testhole
and groundwater at 2 feet below the surface. I have to agree
that the location is not suitable.
In order to evaluate the area along the North lot line I excavat-
ed two testholes today. Unfortunately I found the same condi-
tions as in the first testhole. Impervious silt at 6 feet, a
layer of sand/gravel with a thickness of less than two feet, and
three feet of silt and organics on top. In both testholes
groundwater was observed at four feet.
Based on these observations (5 testholes) I must conclude that a
holding tank is the only solution to your septic problem at this
time. I have revised the submittal to the Municipally to reflect
this.
Hopefully the expansion of public sewer services or advancement
in onsite disposal technology will provide you with a long term
solution in the near future.
Yours
Tobbe~ Spurkland P.E.
cc DHHS
Yours
~~/ ~ $000 Cal. Holding Tank "
~ + + Tes~shoLe #£
~ Test, hote 114,
~F Test:hole #5
~F Testhote #3
[#
££ALD ./" = 50 FI-,
REVISED NAY 19, 1994
TOBBEN SPURKLAND P.E.
205 W 15TH. AVENUE
~gNCH AK. 99501
07)' 279-5916
J J LOT 198, SEC. 33 T12N R3t¢
CHRIS FEDELE
5500 RABBIT CREEK ROAD
SEPtiC SYSTEM DESIGN J
DATE: APRIL 19,
SHEET: 2/5 GRID: 3135
1~ ~ 10' CONDUI?
RAIN CAP TYPICAL
PUNP ACCE££
GAL VANIZED LB.
4 FT. OF COVER OVER TANK
CAULDER COUPLING
TYPICAL
TO ALARM PANEL
DIRECT BURIAL ~/IRE
I" PVC CONDUIT
2.57
NIGH ~/ATER ALARM
MENCURY SWITCH FLOAT
T
S?AA/?A£? $$00 OAL,
I3, 1 ~
HUL ~IN5 lANK
REVISED: ~fAY 19, 1994
TBBBEN SPURKLAND P,E.
6751 W, DIMBND SLV~,
ANCH, AK. 99502-3904
LOT 198
SECTION 55 TI2N RSW
CHRIS FEDELE
SEPTIC SYSTEM DESIGN
DATE:~Ay 1~ i994
SHEET, S/S GRID~ 3135