HomeMy WebLinkAboutREBISCHKE LT 50FRebischke
Lot 50F
#050-252-17
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Municipality of Anchorage ti •", "
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• ft Community Development Department
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On-Site Water&Wastewater Program - FES r 't
4700 Elmore St. •P.O.Box 196650 Anchorage,AK 99519-6650 •http://www.muni.org/onslte• =")4 04 n
ON-SITE WASTEWATER INSPECTION REPORT,-.a
OSP141087 050-252-17 �� ti
Permit Number. PID Number `Q •• =
Name: �B r- R-G-
BILL AND TINA MARTIN ABSORPTION FIELD
Address: ❑ Deep Trench X Shallow Trench ❑ Bed ❑ Mound
11722 LUGENE LANE, EAGLE RIVER,AK 99577 ❑ Other
Phots: No.of Bedrooms: Soli Rating. Total Depth from original gade:
(907) 440-1905 3 ••**4.0 Gpoiscu Pt 5 a
Depth m pipe imam from anginal(rode. Graysl depth beneath popeLEGAL DESCRIPTION
SEE DWG. Ft 0.53 a
SuCrdNNion: Block: Lot: pr added atm,atom&grade &w&tautly
REBISCHKE - 50F SEE E DWG. Pt 25 a
Towne*: Range: Seddon craw width Elects Number al Inas: Olio=a komen Mow
5Fl. - a
SEPARATION DISTANCESTdta,,,,a,,,o„area Nu ter of benchasc grata b.Ml.an randilw
To Sepik Absorpt;on Lift lidding Pub dPr•vats
From Tsntk Field StiSOn Tank Sewer Lines 125 8Q.a I 1 at
Well 100'+ 100+ 100'+ - 26+ TANK ❑ Septic El S.T.E.P. ❑Holding ❑Other
-------� MAanufacumer: Capacity
Surface Water 1004 100'+ 100'+ - GREER TANK 1500 0&.
LotLlne 5'+ '•2'+ 10'+ - N/A 10 GAUGE STEEL Number of compartments:
(DEEP BURIAL) 2
Foundation •3+ 10+ •3'+ LIFT STATION
Curtain Drain Mrd alum. Ginoir.
NONE KNOWN
GREER TANK/QUANICS 1500 es.
'Pump an'level at -Pump car kava at taptl widow&dna at
Remarks: *REQUESTING A 3'-2a WAIVER FROM EDGE
TIMER TIMER 46'
OF TANK TO FOUNDATION (SEE ATTACHED LETTER). Pump Maass Modal_ I EbcOkwl Inspections P dammed by
GOULDS 1
TE51M CAPSTONE ELECTRIC
**1'LOT LINE WAIVER GRANTED WITH PERMIT. SCH.
'THIS ISA QUANICS CAT. II AEROCELL SYSTEM. PIPE MATERIAL
" 40 PVC/
House to tank x3034 Tank to 0-2665
drainfield
Installer Drainfield D CO/MT D-3034SOUTHFORK CONSTRUCTION
Inspector GEG, Ltd. BENCH MARK (Assumed elevation)
100.43 a
Inspection Location Na
Dam: 1st 8/4/2014 2nd 8/4/2014
3rd 8/4/2014 4th 8/7/2014 BOTTOM OF SIDING NEAR POINT"A"
ENGINEER'S SEAL
Community Development Department Approval Q46000p0
OF Ai 4ppn
OCA.'- r h.. .� u
Conditional approval: Date: oic:? ,_- S00
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Approved: IM-- ba`ibcil1 Date: 7-1.71 7 �h ap o(ession°�
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PERMIT NUMBER: PARCEL ID NUMBER: 1
CSP141087 ' RECORD DRAWING 050-252-17
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I1B \ LOT 50A.
REBISCHf0 LOT KE E 5/D v I \\ / '' REBISCHKE S1D .' I /
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`_ ,���.— Lo---- CE3_-7 J 1 I r+ RESERVE SITE _--___—___ VJ
\ \\ `� I FOD1 • 1 # I I) TH>l�2 �I GRpNTEOTpRESER 5`T`
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1 I ► 190'WAIVER ..
\ N.` L-.F I 1 I CAT II AEROCEL UNIT
\ .` col 1 L J I '� .`
\ ` }1111 MH • 1 �'r NEW 1500 GALLON S.T.E.P.TANK WITH
LOT 50E a _ \ 1 CAT II AEROCELL PUMP/CONTROLS
REBISCHKE S/D - \ ST1 // I (10 GAUGE DEEP BURIAL TANK)
\ • ..
\ \ FCO. Y WA VER REQUESTED • ' •
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1l El / \� NEW 2 BEDROOM •• •• s,• .1••
I / HOUSE WITH LARGE • • •,1
SHOP/GARAGE(SEPTIC • ••
100'WELL RADIUS J / SIZED FOR 3 BEDROOM •• •
I / 1 ,,, popii. • . . .
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• NEW WELL
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F ---•-•1100'WELL RADIUS\\
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FCO 2.9 33.5 / 11 1 \\
ST1 5.3 33.9 / 1 / NOTE:THE CONTRACTOR CLAIMED TO
MH 14.9 36.4 / 1 !� ABANDON ALL PORTIONS OF DRAINFIELD
)1/1‘1
P001 30.3 45.4 / 1 / FOR LOT 50E THAT EXISTED ON THIS
POD2 32.7 47.0 / 1 / PROPERTY BY REMOVING ALL DRAINROCK N I
C01 24.7 42.3 / \ / (WHICH APPEARED TO BE VERY LITTLE TO
/ NOTE:OLD WELL WAS \ / NONE),PIPING,ETC.AND INSTALLING A
CO2 48.5 57.1 / DECOMMISSIONED 1
MT1 24.8 41.0 \ / DIRT PLUG UP TO THE PROPERTY LINE.
PER UPC PER ARCTIC / \ SCALE:
MT2 46.6 58.4 PUMP&WELL INC. \ /
CO3 356 49.1 '>; POPPY LANE N. 111=
41
*; �� .. 11 pis
GARNESS ENGINEERING GROUP, Lt •:
CIVIL&ENVIRONMENTAL ENGINEERS M i
370,E TUDOR ROAD SLATE+:,'E,c-:RU E.419350"P.•CN.:AC7.137-A 79'FAX 907j 31E,32b'MEBSITE•w*p✓newamp•w.n+p Wm /• • . M
F REPARED FOR: PHONE NUMBER: PAGE NUMBER: *1 1 t /• ',
BILL&TINA MARTIN 440-1905 2 OF 4 0 C• I ' ' CE •
7 53ness a• f�
LEGAL DESCRIPTION: DRAWN BY: .,-% 1:•l) q...."
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REBISCHKE S/D; LOT 50F J.L.M. •4tiorco••t !.... A�, 4.
RECORD DRAWING OF NEW WELL AND SEPTIC SYSTEM DAT 11/16/2015 _ +11Iii %%% •• J
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PERMIT NUMBER: As-BUILT U I LT D RA Y Y I N C PARCEL ID NUMBER:
OSP 141087 - 050-252-17
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TOP OF CMU WALUBOTTOM OF SIDING=100 43 TOP OF LIDS=99.45-99.47Imit
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WITH QUANICS AEROELL PUMP AND •NOTE:FIRST MEASUREMENT IS FROM BOTTOM OF PUMP : <Q: w a
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CAT II AEROCELL UNIT (PER CONTRACTOR)
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ORIGINAL GRADE FINAL GRADE
@ HIGHEST POINT =99.20-99.31
CO2 MT2 =99.00 CO3 MT1 CO1 /y
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„„ t GARNESS ENGINEERING GROUP, Ltd Advo.."`ti' ' —[.774
vsrc.n
• CIVIL&ENVIRONMENTAL ENGINEERS Dealer
November 16, 2015
Municipality of Anchorage
Development Service Department
On-Site Water& Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
Ref: Waiver Request from Tank to Foundation for Rebischke S/D; Lot 50F
To whom it may concern:
We are requesting a 3'-2" waiver from the edge of the tank to the closest part of the foundation
(footer). During our initial inspections of the tank and drainfield, the foundation was not installed.
We performed our final grade and swing-tie inspection, after the foundation was installed and
the building was framed and discovered that the cleanout for the first compartment was only
4'-7" away (edge of pipe to edge of visible footer). Based upon our assessment, it appears that
the tank is slightly more than 3 feet from the footer; therefore, we are requesting a waiver to the
code required 5 foot separation. The following is justification for the waiver:
• Attached is profile drawing showing the encroachment, with an imaginary 45 degree
angle of repose from the bottom of the footer. As can be seen this imaginary slope line
intersects with the tank at the beginning of the first compartment. Even if the tank were
moved 1'-10" further away from the foundation, so as to provide the required 5 foot
separation, this imaginary line would still pass through the end of the tank.
• Typically when septic tanks collapse, it occurs at top of the tank, between the end plates
and the interior baffle With the encroachment being near the inlet of the tank, if it were
to collapse, there is less chance that it would result in undermining of the foundation.
• The new S.T.E.P. tank is made of 10 gauge thick steel, rated for deep burial. This
should increase the life expectancy of the tank.
• The new S.T.E.P. tank is in a very visible area and also is part of the advanced
wastewater system that is required to be maintained annually. If the certified service
provider notices a depression over the tank during his inspections, the tank integrity can
be verified. In short, the tank area will be regularly observed by the service provider.
Based upon these justification, it is our opinion that there is acceptable risk associated with the
granting of this waiver. If you have any questions, please contact me at 337-6179. Thank you
for your assistance.
S cerel
Jeffrey A v:. . s, P.E., M.S.
Preside
3701 East Tudor Road, Suite 101 'Anchorage,Alaska 99507-1259
Phone: (907)337-6179*Fax: (907)338-3246*Website: www.garnessengineering.com
ARCTIC PUMP & WELL INC.
•.� r
Jim Sullivan,CPI
l� � PD Box 770197
elw t t Eagle River,AK 99577
'17\ (907)688-2510
(907)243-2282
jim@arcticpump.com
Well Log
Well Drilling Permit Number: osp141087 Date of Issue: 7-9-14
Parcel Identification Number: 05025217000
Is well located at approved permit location: Yes
Legal Description: Rebischke Property Owner Name&Address:
Lot:50 f Bill/Tina Martin
Block: 11722 Lugene Ln
Far,1 River AK Q0577
Completion Date' 8-20-14
Depth of WeIl:60
Static Water teeve1:45
Borehole Dal a: Depth(ft)
Recovery Rate:B
From To Method of Testing:air
Casing stick up 0 2
Top soil 2 4 Casing Type:
Sand grave! 4 24 Wall Thickness:.250
Diameter:6
Hardpan 24 45 Dept,:60
Sand gravel 45 55 Casing Stickup above ground: 2
Gravel water 55 Well intake opening type: open
Grout Type: Casing Seal
Depth:45
Start:0
Stopped:45
.._�. Well disinfected upon Yes
WATER�ITY TESTING completion:
i Conform Method of Disinfection Chlorine
Comments:
motes, '. 4 3 L
Arsenic N 1: uglt.
Well Driller:
Arctic Pump &Well, Inc.
Arctic Pump& Well,Inc.
Page 1 of I
ARCTIC PUMP& WELL INC.
Jim Sullivan
PO Box 770197
Eagle River,AK 99577 ¢
+anrffilniwgr •
(907)688-2510
(907)243.2282
jimtareticpump.com
Pump Installation Log
Well Drilling Permit Number: osp141087 Date Of Issue: 7/9/2014
Parcel Identification Number: 05025217000
Legal Description Rebischke L50 F Property Owner Name Address:
Tina/Bill Martin
Lot: 50 F 11722 Lugene Ln
Block: Eagle River AK 99577
Pump Installaion Date: 9/2712014
Pump Intake Depth Below Top of Well Casing: 50 Feet
Pump Manufacturer's Name Franklin
Pump Model: 10JSO5P4-2W230
Pump Size: 1/2
Pitless Adapter Burial Depth: 13 Feet
Pitless Adapter Manufacturer's Name B-10
Pitless Adapter Installer: u/k
Well Disinfected Upon Completion? Yes
Method of Disinfection: Chlorine
Comments:
Pump Installer Name:
Arctic Pump&Well, Inc.
Monday,September 29,2014
Permit Number: OSP141087
Tax Code Number: 05025217000
Work Type: WellSeptic
Permit Effective Dates: July 09, 2014
On-Site Water & Wastewater 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
Initial
to July09, 2015
Design Engineer: GARNESS ENGINEERING GROUP LTD
Subdivision: REBISCHKE
Site Legal Address: REBISCHKE LT 50F G:0051
Owner/Address: MARTIN BILL G & TINA M
11722 LUGENE LN EAGLE RIVER AK 995770000
>artment
Site Mailing Address: 16335 POPPY LN, Eagle River
Lot Size in Sq Ft: 10474
Total Bedrooms: 3
This permit is for the construction of:
Y Disposal Field Y Septic Tank N Holding Tank N Privy Y 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.
Special Provisions:
1. The Well Decommissioning Log is to be submitted prior to Inspection Report approval.
2. The location of a possible undocumented septic system is unknown. If, during construction,
the system is located, construction of the system will stop and a design change is to be
submitted for On-Site review and approval.
Date: '
Municipality of Anchorage
P.O. Box 196650 • 4700 Elmore Road
Anchorage, Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997
http://www.muni.org/Onsite
Development Services Division
On -Site Water and Wastewater Program
* * VARIANCE/WAIVER REVIEW
-� osvl (olo I S_
Waiver#: OSP141088 COSA#: Permit#:OSP141087
PID#: 050-252-17
Legal Description: Rebischke Lot 50F
Engineer: Garness Engineering Group
Applicant: Bill and Tina Martin
Ment S
e
aJ r'
n
Department
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 5 feet to the west lot
line and 2 feet to the north lot line. In addition, the proposed field will cross the undocumented
field that served lot 50E. See the permit package for design requirements.
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. it
® 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.
❑ Adjacent properties are not affected by this waiver.
................... 0.. 0 0 E ...... 0 0 0 0 0 0 0 M 0 M E 0 0 0 K 0 ...... 0 E 0 E 0 0 0 0 0 0 0 0 0000.. t 0 0 0 0 1
Waiver is Granted: X Waiver is not Granted:
Date: %ZApproved by: /waj:�
Name of Review
Rec#: 055959 Amount: $216.00 Date Paid: 4/23/14
MUNICIPALITY OF ANCHORAGE
Community Development Department
Development Services
On-Site Water & Wastewater Program
Mayor Dan Sullivan
On-Site Sewer/Well Permit Application
For A Single Family Dwelling
Parcel I.D. 050-252- 17
Property owner(s) BILL & TINA MARTIN
Mailing address 11722 LUCENE DRIVE * EAGLE RIVER, AK 99577
Phone: 907-343-7904
Fax: 907- 343-7997~
Day phone 440-1905
Site address 16335 POPPY LANE * EAGLE RIVER, AK 99577
Legal description (Sub'd, Block & Lot ) REBISCHKE; LOT 50F
Legal description (Township, Section & Range)
Lot Size Sq. Ft. Number of Bedrooms
3
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING:
( [~11 that apply) Initial [] Single Family (SF) []
Absorption Field [] (w/wo ADU)
Septic Tank [] Upgrade []
Renewal [] Duplex (D) []
Holding Tank [] Multiple Dwellings []
Privy [] (SF and/or D)
Private Well []
Water Storage []
THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR:
TWO LOT LINE WAIVERS, &: DRAINFiELD-DRAINFIELD SEPARATION
Distance: , 5, &
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal codes.
GARNESS ENGINEERING GROUP, Ltd.
(Signature of property owner or authorized agent)
Permit/Rush Fees: "~/"~'
Date of Payment:
Receipt Number:
Permit No.
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No. ~
(Rev. 01/11)
. .. Quanlcs
GARNESS ENGINEERING GROUP, Ltd.
CONSULTANTS & GENERAL CONTRACTORS "~
May 6 2014
Municipality of Anchorage
Development Service Department
On-Site Water & Wastewater Program
4700 Elmore Rd.
P.O. Box 196650,
Anchorage, Ak 99519-6650
(907) 343-7904
Ret: Response to Submittal Comment Sheet for Rebischke Subdivision; Lot 50F
Mrs. Wockenfuss:
The following is a list of your comments and our response:
1. Per AMC 15. 65.140. C, "The department must notify all adjacent properly owners at least seven
days prier to issuing a waiver unless the applicant submits notarized letters of nonobjection from
the owners of the adjacent property". Waiver notification has been sent. - We understand.
2. Please provide moro detail on the material for the dirt plug used to abandon part of the field partly
located on this Int. - The undocumented drainfield is believed to be either a deep trench or
perforated pipe laid on the porous gravel soils. Since we ara using a sand filter for this
system, we are proposing that any portion of the undocumented drainfleld be removed,
including any contaminated material, up to the property line and replaced with sand filter
material.
3. Permit will not be issued until DEC waivers approved. - We have received one of the waivers
from DEC and have attached a copy of the waiver approval. We ara still waiting on the
other DEC waiver from the Drinking Department and anticipating it to be issued shortly.
We will provide you a copy of the approval when we receive it.
4. The Well Decommissioning Log is to be submitted prior to Inspection Report approval. - A
certified well service company will decommission the existing well. We will submit the well
decommissioning log when we submit the Inspection Report.
5. The location of the possible undocumented septic system is unknown. If dudng construction, the
system is located, construction of the system will stop and a design change is to be submitted for
On-Site review and approval. - The undocumented drainfield is believed to be either a deep
trench or perforated pipe laid on the porous gravel soils. If either type is encountered, we
will proceed with the dirt plug at the property as discussed under Comment #2 (see
above). If any other type of system is encountered, we will stop construction, notify your
department, and submit a design change for approval.
6. The site plan shall have a description of the topography, area of excessive slope, and extents of
s/opes and surface drainage patterns within 100 feet of any part of the system or portion of the lot
intended for use for on-site wastewater disposal. AMC 15.65.030.D. Please provide this
information on the site plan. A note may be added to the site plan that describes the slope in
the area of the trenches and that there is no excessive slopes within 50', - We have
revised the site plan and added this note.
h~ve any Aestions, please contact us at 337-6179. Thank you for your assistance.
Pres ;~/ ' ' '
3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessc~ngineering.com
April 18, 2014
Municipality of Anchorage
Development Service Department
On-Site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
Ref: Proposed Well and Septic System for Rebischke Subdivision; Lot 50F
To whom it may concern:
The proposed 3 bedroom house is designed to be served by a private well and septic
system. We are proposing to install a Quanics Aerocell treatment system (CAT II) on
this property which includes the installation of a 1500 gallon S.T.E.P. tank and 5-wide
trench type drainfield. Attached are a site plan and a design drawing showing the
proposed septic system. Two test holes were excavated on the property. The drainfield
will be designed around the 30 foot radii of these test holes. There is an old agricultural
well on the property that will be abandoned completely per the UPC code. A new well is
to be drilled in the area as shown on the attached design drawing. Comments regarding
the design are summarized as follows:
1. SOILS:' See the attached logs which show the soil classifications, groundwater
monitoring, and the percolation test results.
2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications.
3. SURFACE WATERS: There are no surface water concerns.
4. TOPOGRAPHY: As can be seen on the attached site plan, the average topography
around the proposed drainfield is relatively flat. In short, there are no slope concerns.
5. LOT LINE WAIVER: Due to site constraints, we are requesting a 5 foot lot line
waiver from the west lot line and a 2 foot lot line waiver from the north lot line both to the
proposed drainfield.
6. DRAINFIELD SEPARATION WAIVER: We are also requesting a 5 foot waiver
from the proposed drainfield to the drainfield that serves the property to the west
(Rebischke; Lot 50E). The drainfield on Lot 50E is an undocumented drainfield which
never received a permit to construct nor was any as-builts or inspection report
submitted. A portion of the drainfield was installed on Lot 5OF, we are proposing to
3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259
Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.corn
Page 2 of 2
abandon this portion of the dminfield and install a dirt plug at the property line, this will
create the 5 foot separation between the drainfields. We would also like to note that this
house has been foreclosed on and is vacant. Since the septic system is undocumented,
the septic will need to be upgraded when the house is purchased and prior to being
occupied.
7. ADEC WAIVER REQUESTS FOR SEPTIC SYSTEM TO TRANSIENT, NON-
COMMUNITY WATER SYSTEM (TVVS) AND CLASS "C" WELL: As can been seen on
the attached site plan and design drawings, two (2) waivers are required for this
installation. One to a TWS well located on Lot 49, Section 11, T14N, R2W and the other
to a class "C" well located on Lot 5OB, Rebischke S/D. These waivers are being
requested from ADEC. Once the waivers are issued, we will provide you with a copy.
We are unaware of any adverse impacts this installation would have on adjacent wells
or septic system.s. If you have any questions, please contact us at 337-6179. Thank
you for your ass.,i~tance.
~inc~erel~, //? !
Jeffr~l~: Games, P.E., M.S.
Pre~nt
3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259
Phone: (907) 337-6179 * Fax: (907) 338~3246 * Website: www. gamessengineering.com
LOT 4; SCHULTZ S/D LOT 3; SCHULTZ
I
SCALE:
LOT51, SECTION 11,
TI4N, R2W
,' REBISCHKE LANE
Il
I/
~ PROPOSED
I 3 BEDROOM
_,.-""----~'~... P_OPPY_ LANE_ ',,~
I I I
[
LOT 53D, I LOT 53E,
MCGANN S/D MCGANN S/D
.........
GARNESS ENGINEERING GROUP, Ltd
CIVIL & ENVIRONMENTAL ENGINEERS
BILL AND TINA MARTIN (90D 440-1905 1 OF 4
,~,~,,~ ~,~; ~o~ ~o. ~.L.~.--.'-~. ,~.~....~.
TYPE OF WORK: gATE: REVISED
SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM 5/6/2014 JJJJJ
/
/
/
/
/ ,/
/
/
/
, /
/
/
, /
/ ,
/ ~
REBISCHKE LANE / ~
~--CLASB "C" WELL / ~ //
-/ ..... / '7-
LOT 50C, I ~ LOT 5OB, I ~ I' ~ ~' ;/' ': ' ~ ' : %
I ~ ~. ~ F.,. ~., ~,T~ s~:
GEG, Ltd. HAS A 8 PAGE ~ ~00 I/ ~-= r,r--. ~ .'
SPECIFICATION LETTER THAT ~ ~'~ ~ I ~ / ~ ~ ~ 1 = 40
PERTANS TO THIS DESIGN. ~ ~ J / / .'
TO OBTAIN A COPY OF THE ~ ~( ~ / ~ / J
PROCEEDING FORWARD WITH ~ X~ ~ I / J /
THIS INSTALLATION THE ~ ~ ~ I / ~ --~
ENGINEER, WELL DRILLER, ~ ~ ~ ~ / / ~~ J
CONTRACTOR AND ~ ~ X ' ' / L
PROPERTY OWNER AGREE ~ ~ P~
THESE SPECIFICATIONS AND ~ N / I'. ,J~ LOT 50A, ~;
AGREE TO ACCEPT THE ~ - ~ / J ' ~ RE~H~"~/O I
...... ~ ~ .... ~ DRAINFIELD ON LOT ~ //ii ~ ~ J
i ~ ~(~[[ 6IRT PLUG ~--~ /~, I f~ i ' ~ ~ ~ J
/I~ ~ '~6~-R~ ~INE.~ '._~/ ; ~ 0
/, ~ ~." ~ , / ~:" ', ,,~,o~,~ ~"
/I ~~ f ~ x ~ ~onoo~ ~'
~ I / X HOUSE
DESIGN CRITERIA: DRAINFIELD DESIGN: k NOTE: THE CONTRACTOR SHALL
X HAVE THE NORTH · WEST LOT
;ALLONS PER DAY (GPO): 450 WIOTH: 5 FEET ~ LINES, ALL WELL RADII, AND THE
PERCOLATION RATE/S: <%0 MIN./INCH LENGTH: 25 FEET ~ REQUESTED WAIVER WELL RADII
MINIMUM ORAINFiELD SO.~.: 113 EFFECTIVE: 0.5 FEET REGISTERED LAND SURVEYOR
PRIOR TO CONSTRUCTION.
./ Y POPPY LANE ~ I
............... ..........................
LEGAL DESCRIPTION: DRAWN BY: X'~'~,
RZmSCHKE S/D; LOT SOF J.L.U.
---~S~"FOR PROPOSED WELL AND SEPTIC SYSTEM 4/18/2014
STANDARD TANK CONFIGURATION
,2oo No~:~oo~o. QUANICS AEROCELL CAT II
COMPARTMENT A ~7"~ QUANICS CONTROL PANEL QUANICS AEROCELL SYSTEM -
COMPARTME~ B 48"/ /WiTH SENSAPHONE DIALER
INL~ INVERT 34'(~") CATEGORY mm CONFIGU~TION
o~/o~ ~o,~ ~-~-~ (3 BEDROOM SYSTEMS)
FQUANICS AEROCELL
/' 650 TR~TMENT UNiT -4" VISUAL PORT
/ ~ INSU~TION CENTERED /
/ % OVER PIPES ~ /
; 4" CL~NOUT / ~ L / AIR VENT~
/ ~,?~CH ~s.~ ~,L=~ ~ t / t
/ UL LISTED SPLICE BOX / N ~ /
j WIT~ 5 CORD CONNECTORS7 / ~ ~ ~
=~ 2" UL USTED LB BOX~ / / ~ ~ ~
INSULTED WITH 2 INCHES ~ ~ ~ X ~' ~ :
UR~HANE WITH ~OPCOAT~ ~ ~ ~ ~ ~ ~ ~ ' ~ ~
. ,, , ,,,
T ~ ~U ON~ = mm~ %~~
CONNECTIO S (FL TS ~ MP)%
2 TO 4 OF INSU~TI ~ E
OVER TANK,--~ . m~ ~ m~~ , ~
r~ ~ ----~ ~HIGH WATFR FIQAT ~ .DIVIDER WALL' / /
~ ~ ................. ~2" R[CIRCU~T~ON UNE / ~'~"~'"':':' .......... ~"
................ ~ ~TIMER OVERRIDE FLOAT / :.'~.j-~..)~.,?...~':7.'7;,,"..:
TANK SUPPLIED BY GREER TANK --_ ~,
DRAINFIELD
~~-SE-41T EFFLUENT PU
MP
AROuNDBAFFLE (S~LED)ENTiRE PER~M~ER- WELDED~ , ~~~ I GOULDS TE51M FROM A~SKA PUUP
DESIGN CRITERIA: DRAINFIELD DESIGN:
NUMBER OF BEDROOMS: 5 MAXIMUM DEPTH OF EXCAVATION: 8 FEETI ~%
GALLONS PER DAY (GPD): 450 WIDTH: 5 FEET
PERCOLATION RATE/S; <1.0 MIN./INCH LENGTH: 25 FEET~v^..\'. ~-~/
PROPOSED APPLICATION RATE: '4,0 GPD/SQ.~. "-O.A- APPROVED SAND FILTER: 2 FEET
*THIS IS A CAT II QUANICS SYSTEM ACTUAL SQ.~.: 125
............. ~ 4" OF INSU~TION BY 4
~?~L~'~ 2~,~ /FE~ WIDE OVER FEED LINE
t ~4" CL~NOUT % / ~4" MONITORING TUBE
~ / :4" MONITORING TUBE 4" CL~NOUT% / / / ;4' CL~NOUT 4" CLEANOUT%
// X //
DEEP MAX, ~-~~ -:~ du
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:.... :.:-.... , ..., ....... ,.-.' .....-...::,..:..--.:-.- .-........'..-., .~ ,~: o: s..~ ~,,~:,............--.:,..:..,.: :....,.:.,'~.':~.. :.'.:'..:¥, :.:'.-..: ', :.-,-.:" :'. :.::::::: ¢ ~ ~ : ...........
",.~. ';.....L;-.:-;.' '~:'.' .':..'% :..:,':',~:':'."... ,......'...:.,'.::'.....,.-,,'~:~....:...:...._t.t..:.: ......:: .:., ...:,:.~.:: .:,. :,.:.:.:.,.;.,.?.,.:,-, ...:< ...,.....,:.:.....,. ?':.~... ~,. ,. :: ....~ U..::..'.% "L' .." 'I I I ~
. ~.~.~;:.:~:~`.~.;`:~::.~..`~.~:~...~`.:~.~:`:~,~`...:~.:..~.:..~.:~..~`~.~?..:..?:~...~..~:`~.~:~::..~..7`.~..`.:..~.`..~..:~:`~.:...: .,:"::'.:.,:;.:.:'H:":.~..':':'::.'.:..;.7:...t::.~.::...::,-.v"~';'~~:.?:: / / /
///
. 25 FE~ LONG
~2" RECIRCU~TI~ LI~
SHALL BE INSULTED WITH 4" OF INSU~TION BY
4 FE~ WIDE AND CENTERED OVER PIPE, THESE PROPOSED 1500 GALLON
LINES SHALL BE INSTALLED SO THAT THERE ARE S.T,E.P. TANK WITH
NO BELLIES ON ANY PORTION OF THE LINES. QUANICS COMPONENTS
AND CONTROL PANEL
GARNESS ENGINEERING GROUP, L d ." ".~
LEGAL DESCRIPTION' REBISCHKE S/D LOT 50F
'
PERFORMED FOR' BILL & TINA MARTIN DATE' 5/ 8/20 4
(feet) ~=~: ORGANICS ~ HOLe #1 ]
'~'" SOIL CLASSIFICATIONS
:...%~ ~ GP ~ P1L
:':: Lc..' O C OL
:~.o ~ SW YlH
· ·., SE' CH
· '.: e'. SC SEE ATTACHED SITE PLAN
,_ ::...:, DEPTH TO DAT:
~*, 'e". OP TO SP
8--:..e~ SEEP AT ~4.5' 5/18/~4
e, .% 15.5' 3/20/~4
,: :,e~,,, DRY 5/27/14- SCALE:
': ::~'~¢ DATE READING CLOCK NET TliSE WATER LEVEL NET DROP
11 -- ;... TIPIE (HINUTES) READING (INCHES)
12 --: :,
15--:
B .O.H.
17_
PERCOLATION RATE <1 (MIN./INCH) PERC, HOLE DIA. 6 (INCHES)
TEST RUN BETWEEN 4.5 FT. AND 5.5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: [] YES [] NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JOBY MAUS
CONP1ENTS: PERCOLATION RESULTS ARE WITHIN 1/16TH OF AN INCH
PERFORMED BY OEO, Ltd. I, JEFFREY A. OARNESS, CERTIFY THAT THIS WAS ~;~ER[ORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
f-
DEPTH TO DATE
GROUNDWATER
SEEP AT 14.5' 5/18/14
15.5' 3/20/14
DRY 5/27/14
CONSULTANTS & GE N EP.~,L CONTI~CTORS-:~ ' :~ I~ r~/~.; .... '~.':: ',~. · . i ....... ':' ~' '~ )
SOIL LOG - PERCOLATION TESTI
LEGAL DESCRIPTION: REBISCHKE; LOT 50F .....
PERFORMED FOR: BtLL MARTIN DATE' 3/18/14 ~/~"~
(fee() ~,: ORGANICS ~ HOLEI
,
' .~', SOIL CLASSIFICATIONS
3 -- .~,
,, ,.'., GC OL
~-: ~ ,.~ I~
?,.%, ~ ~o.~ SW HH
? .'.,~ SH OH
6-- I '.*., SC SEE ATTACHED SITE P~N
~ '"'' DEPTH TO
7-- :~ ..~ DATE
~ ,~.., G ROUNDWAT~R
8 -- .. ~, DRY 5/18/14
e ,,'., 14' 3/20/14
9-- :: .e~, DRY 3/27/14 SCALE:
U , ~-[, CLOCK NET T~NE WATER LEVEL NET DROP
: · ~..., DATE ~EADING
~ ~ --,: ,:, ,.~, TIHE (HINUTES) READING (INCHES)
: ~, ~..',
:...~,
18~
PERCOLATION RATE <1 (HIN./INCH) PERC. HOLE DIA. 6 (INCHES)
19~
TEST RUN BETWEEN 5 FT. AND 6 FT.
20 ~ ~ A FOUR HOUR PRESOAK WAS PERFORMED: ~ YES ~ NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS
CONHENTS: PERCO~TION RESULTS ARE WITHIN 1/16TH OF AN INCH
PERFORMED BY GEO, Ltd. I, JEFFREY A, 6ARNESS, CERTIFY THAT THIS WAS..__PERFORMED IN ACCORDANCE
GUIDELINES IN EFFECT ON THIS DATE:
WITH
ALL
STATE
AND
MUNICIPAL
DEPTH TO DATE
GROUNDWATER
DRY 5/18/14
14' 3/20/14
DRY 3/27/14
ADVANCED WASTEWATER TREATMENT SYSTEM
MAINTENANCE AND REPAIR AGREEMENT
BETWEEN MUNICIPALITY OF ANCHORAGE
AND i \
THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this
~ 3.L Day of/3~)r,' [ of 20 1 c/, by and between ~>1 ~, ~ IN~.o,¢4.~ -a ,
herein the "OWNER," and the Municipality of Anchorage, herein the
"MUNICIPALITY." In consideration of the mutual covenants contained herein, the
parties to this Maintenance and Repair Agreement agree as follows:
1. Advanced Wastewater Treatment Systems. Municipality grants permission to
Owner to utilize and operate an Advanced Wastewater Treatment System
(AWWTS), described as
located at (legal description).
2. Definitions.
Alteration. Any change to the design or function of an AWWTS that
includes the installation or removal of any parts, components or pieces not
included in the original construction permit and design.
Certificate of On-Site Systems Approval (COSA). An approval by the
Municipality of existing water and wastewater disposal systems given at
the time of property sale and title transfer in accordance with Anchorage
Municipal Code (hereinafter, "AMC") 15.65. These approvals certify that
the systems are adequate for the homes that they support and meet the
codes that were in place at the time of system construction.
Damage. Any man-made or natural change in a system that would inhibit
the system from performing as designed.
Maintenance and Repair. The scheduled and as needed replacement of
existing parts, components and pieces of an AWWTS that were included
in the original design which would allow the AWWTS to continue to
perform as designed.
Permit. An On-Site Wastewater Disposal Permit as required by AMC
15.65 to construct and operate an AWWTS.
3. Term. The term of this Maintenance and Repair Agreement shall begin on the
date of approval by the Municipality to operate the installed system or issuance ora
COSA, and shall continue while the AWWTS is in use or is operational or until the
property is sold or title is transferred by the owner and a new COSA is issued to the
new owner or transferee of the property.
4. Alterations~ Installation and Removal of Additional Equipment. Prior to
performing any alterations to an AWWTS, the owner agrees to obtain an On-site
Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65.
5. Maintenance and Repairs.
A. Throughout the term of this Maintenance and Repair Agreement, the Owner shall
maintain their AWWTS in a satisfactory condition capable of producing treated
septic effluent in accordance with the equipment's approval for operation in the
Municipality. The owner shall enter into a service agreement with an AWWTS
service and maintenance provider approved by the municipality and the
manufacturer of the AWWTS for the entire term of the AWWTS. In addition, it
shall be the responsibility of the Owner during the term of this Maintenance and
Repair Agreement, and any renewals thereof, at the owner's sole expense, to pay
for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement
costs, and (5) inspection costs.
B. Owner agrees to comply with all applicable ordinance, laws, regulations, rules
and orders for the AWWTS.
C. Upon request by the Municipality, the owner agrees to provide the Municipality a
written schedule of routine maintenance and repairs which have been performed
on the system. When a record of maintenance is documented and maintained by
the system vendor, the owner agrees to allow the Municipality access to this
information.
D. Owner acknowledges that the fine for failing to maintain and repair an AWWTS
may be assessed in accordance with AMC 14.60 for improper discharge.
E. Owner agrees that only maintenance and repair personnel approved by the
Municipality will inspect and make any necessary maintenance, repairs or
permitted alterations to the system.
F. Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS upon 24 hours written notice.
G. Owner agrees that any sale or transfer of title of the property will not occur
without a new Certificate of On-Site Systems Approval.
H. Owner agrees that the AWWTS installation and maintenance requirements as
provided by the AWWTS vendor/installer and approved by the Municipality are
the governing guidelines for the construction, maintenance and repair of the
Owner's AWWTS.
6. Nonwaiver. The failure of either party at any time to enforce a provision of this
Maintenance and Repair Agreement shall in no way constitute a waiver of the
provisions, nor in any way affect the validity of the Maintenance and Repair
Agreement or any part hereof, or the right of such party thereafter to enforce each and
every provision hereof.
7. Amendment.
A. This Maintenance and Repair Agreement shall only be amended, modified or
changed by a writing, executed by authorized representatives of the parties, with
the same formality that this Maintenance and Repair Agreement was executed
with, and such writing shall be attached to this Maintenance and Repair
Agreement as an amendment.
B. For the purposes of any amendment modification or change to the terms and
conditions of this agreement, the only authorized representatives of the parties
are:
a. Owner:
b. Municipality: Director, Community Development or designated authority
C. Any attempt to amend, modify, or change this contract by either an unauthorized
representative or unauthorized means shall be void.
8. Jurisdiction: Choice of Law. Any civil action arising from this Maintenance
and Repair Agreement shall be brought in the Superior Court for the Third Judicial
District of the State of Alaska at Anchorage. The laws of the State of Alaska shall
govern the rights and obligations of the parties under this Maintenance and Repair
Agreement.
9. Severability. Any provisions of this Maintenance and Repair .agreement decreed
invalid by a court of competent jurisdiction shall not invalidate the remaining
provisions of the Maintenance and Repair Agreement.
OWNER:
By: ...... ~ (signature)
-
. ~ ~ t ~/X~a,,rBF~ ~x (print name)
Date: z~ ~_ ~T~- //7l
STATE OF ALASKA
THIRD JUDICIAL DISTRICT
The foregoing instrument was acknowledged before me this~
NOTAR~ PU~C FOR ALASKA
My Commission expires:
~ ~;'.. ... ;~ ~
MUNICIPALITY:
By:
(signature) Date:
_(print name) Title:
TH.E STATE
° A ASKA
Department of Environmental Conservation
Division of' Water
Wastewater Dischm'ge Authorization Program
555 Cordovc~ Slreel
Anchorage, Alaske 99501
Main: 1907) 269-7519 Fax: (907) 269-3487
April 30, 2014
Jeffrey Gamess, P.E.
Gamess Engineering Group
3701 E. Tudor Road, Suite 101
Anchorage, Alaska 99507
Re:
Eagle River- Rebischke Subdivision, Lot 50F - Class "C" Well Separation Distance Waiver
Application from 150 Feet to 135 Feet from the Source Well to the Soil Absorption System - ADEC
Plan Tracking Number 10840
Dear Mr. Gamess,
On April 25, 2014 the Department received an engineering plan submittal requesting a waiver of the separation
distance to the existing Class "C" Source Well on Lot 50B to the planned new advanced wastewater treatment
system (Cat II, Aerocell Unit) and proposed drainfield for an existing 3-bedroom house on Lot 50F of Rebischke
Subdivision.
Based upon the Engineer's recommendation and the submitted information a waiver for this application has been
determined to be protective of public health.
Please note that the waiver is conditional and should the wastewater treatment system or any part of this system is
found to be falling or determined as endangering public health, the waiver is rescinded and corrective engineering
action will be required.
This approval does not imply the granting of additional authorizations nor obligate any state federal or local
regulatory body to grant required authorizations.
Any person who disagrees with this decision may request an adjudicatory hearing in accordance with 18 AAC
15.195- 18 AAC 15.340 or an informal review by the Division Director in accordance with 18 AAC 15.185.
Informal review requests must be delivered to the Division Director, 555 Cordova Street, Anchorage, Alaska
99501, within 15 days of receiving the decision. Guidance information on the informal review process may be
found at http://w~wv.dec.state.ak.us/conmaish/ReviewGuidance.htm. Adjudicatory heatings requests must be
delivered to the Commissioner of the Department of Environmental Conservation, 410 Willoughby Avenue, Suite
303, P.O. Box 111800, Juneau, Alaska 99801, within 30 days of the decision. Ifa heating is not requested within
30 days, the right to appeal is waived.
Thank you for your cooperation. If you have any questions please do not hesitate to contact me at 269-7519.
Respectfully,
William R. Rieth, P.E.
Environmental Engineer
July 2, 2014
Jeff Gaeness, P.E.
Gamess Engineering Group, Ltd.
3701 E. Tudor Road, Suite 101
Anchorage, AK 99507
Department of Environmenta!
O>nservation
DIVISION OF ENVIRONMENTAL HEALTH
Drip&lng Wmer Pro,am
555 Cordova Streef
Main: 907.269.3076
Fox: 907.269.7650
thomas,bmnnan~aJaska.gov
F~e: Rebischke S/D ~t 50F
&
F~e: World H~est C~s~an School
PWSIDO 218687
Re: Separation Distance Waiver Request
Proposed Septic to Drinking Water Well on Lot 49, Section 11, T14N, R2W,
World Harvest Clm~tian School & Until That Day Church
Dear Jeff Garness:
On April 24, 2014 this office received your submittal requesting a Separation Distance Waiver for a proposed
reserve on-site wastewater disposal drainfield to serve a proposed three bedroom house on Rebischke
Subdivision Lot 50F to an ex~stmg public water system (PWS) well at 190' away on Lot 49, Section 11, T14N,
R2W which serves the World Harvest Christian School & Until That Day Church (WHCS & UTDC).
The on-site wastewater disposal system to serve Lot 50F will be a Quaincs Category II advanced treatment
system. The primary drainfield for this system will be outside of the reqmred 200' separa~on distance,
however site consmUnts require the proposed reserve clrainfield area to be 190', at its nearest, away from the
subject we]. Although the reserve drainfield is not constructed at tins rune, the Mumcipality of Anchorage as
part of its review and approval, has required a Separation Distance Waiver from this office. This letter
W~hter Demrmluatirm
The PWS serving WHCS & UTDC was initially classified as a Community Pubhc Water System. In January
2009 it appears that the PWS was reclassified as Class C, however no formal designation was made at that
time. Currendy, this department has received additional information and a fa.anal classification of the WHCS
& UTDC PWS is ongoing. For a waiver of this type, as a conservative approach and to avoid possible future
comphcations, the 200' mum separanon distance requirement for a Community, Non-Transient Non-
Community, or Transient Non Community pubhc water system was used rather than the more liberal 150'
requirement for a Class C system, 18 AAC 80.020 Table A.
As enmnerated in your submittal, the following items were taken into consideration in reviewing this wmver:
1. The wastewater disposal system will be in a visible area and an overflow would be nodced and
corrected immediately;
2. The effluent from the Qnanics Category II tank is treated and meets ADEC Secondary Standards;
3. The Quanics =eatment system is extmpped with an alarm and a remote monitoring system that alerts
the owner and its service provider of an alarm condition, so that problems can be corrected
immediately;
4. An existing wastewater disposal drxinfield which services Lot 50E crosses Ohm Lot 50F and
currently encroaches upon ~e well with no apparent adverse effects. This portion of Lot 50E's
wastewater disposal system will be removed and the proposed advanced treatment system to serve
Lot 50F will greatly improve existing conditions;
5. The proposed septic system is m a well vegetated area and is down grade ofthe well; and
6. Recent water samples from the well show 1.6 mg/L of total nitrate/nitrite and the absence of E. call
and total coliform bacteria.
Jeff Gamess, PE 2 July 2, 2014
Based on an evaluation of the available information and in accordance with the State's Dritddng
Wa~r Regulations, 18 AAC 89, a Separation Distance Waiver for the encroachment detailed heteln is
issued.
~ita~ions
-~ny changes, eons~mc~e~ o~ n~, that affect ~e cen~fion$ to ~ch flus ~a~er ~ g~nte~ wifl void t~
waiver. Tl~ eppmval does not ~ply the g~n~ng of ad~fional anthoriz~ons, nor oblate any federal, s~,~e,
or local regulatory body to giant required enthorizafions~ This is not an approval of omissions or oversights
by this office or noncompliance x~ath any applicable ~egnlafion. The Department's issuance of this separation
distance waiver does not guanmtee correctness of the functional design or waive the owner's responsibility
for continued compliance with State regu~tions.
A.D_oea[ Process
Any person who disagrees with this decision may zequest an adjudicatory hea~ng in accordance with 18 AAC
15.195 - 15.340 or an informal review by the Division Director in accordance with 18 AAC 15.185. Informal
re~4ew requests must be delivered to the Division Director, Elaine Bmse Floyd, 555 Cordo-¢a St., Anchorage,
Alaska 99501, within 15 days of receipt of this decision. Adjudicatory hcafing requests must be delivered to
the Commissioner of the Department of Environmental Conservation, LanT Ha~ig, 410 Willoughby Avenue,
Suite 303, Juneau, Alaska 99801, within 30 days of this decision. If a heating is not requested within 30 days,
the fight to appeal is waived. More infux'mafion on the Department's administrative appeals process can be
found at the following website: ht~://w~vw, dec.state.ak, us/commish/ReviewGuidanee.htm,
If you have any questions regarding this plan review please do not hesitate to contact me.
Sincerely,
Eng:meemg Assistant I
Superintendent, WIiCS & UTDC
10440 West Frontage kd.
Eagle River, AK 99577
& via emall: drma~a~n,.il.com
40702_ Rebtschkc SD Lot 50F_WA.docx