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Municipality of Anchorage Page 1 of 3
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 Anchorage, Alaska
99519-6650 Telephone: 343-4744
Onsite Wastewater Disposal System and/or Well Inspection Report
Permit Number. SW990222
PID Number. 017-023-17
Nome:
wastewater System: ■ New O Upgrade
MICHAEL WOLFE
Address:
PO BOX 240526, ANCHORAGE, AK 99524
ABSORPTION FIELD
Phone: No. of Bedrooms:
(907) 563-4705 1 4
O Deep Trench ■ Shallow Trench O Bed a Mound ■ Others
LEGAL DESCRIPTION
sw waew. rota wvlh nom «kha pea:
4 (APPLICATION RATE)app/S,, n 2.51 — 4.81 R
Lot: Block: Subdivision:
PARK EST. #2
wpth is Pipe belt m nw, "knot qn°
1.01 — 3.31
rre.a e.pth e.n.alh pp"
0.5 tt
17 4 MOUNTAIN
n
Township:
Range:
—
Section: —
N eddid °b. ee4no1 �'
3.5
or" 10n9m
35+ n
—
1 — ti
aer .wen
Nu ow of rwst
WELL: ■ New O Upgrade
6 rL
1
n
uewr o Pove* A9.0
rota aepm
re..e Ta:
rota °b..rptlen see:
P" wwt.dee ASTM D-3034/F—B70
PRIVATE
220 R
220.39 n
210+ so. n
1 1/4HDPE
a w
M—W DRILLING
pole 0,W d:
8/10/99
sten. weir Levsk
179 n
b Aw,
NCAID AND SONS
Dets
10/27/99 : — 10/29/99
row.3
pwnp se u:
9ht n.. arow
C-" t�eo
TANK
spy
UNKNOWN rt
2 n
SEPARATION
DISTANCES
■septic 0Holding 0S.T.E.P.
To
Septic
Absorption
llit
Holding
blk/Prlvel.
Nenel«tunr:
ANCHORAGE TANK
Copoe°Y ~ 9e�e^F
1500
From
Tank
Feld
Station
Tonk
seer t)f1«
Nuror a wmpw41wnlc
Well
too'+
100'+
too'+
—
25'+
STEEL
2
Surface
100'+
100'+
100•+
—
—
LIFT STATION
Water
Lot
5'+
10'+
5'+
_
_
4`° s' 900000
1500 ANCHORAGE TANK/ORENCO PRODUCTS
Una
wrV M I..a ft aH 1M1 at HO we1M elorm et:
Foundation
5'+
10'+
5'+
—
—
TIMER ACTIVATED 46"
Curtain
NONE
KNOWN
N" Moke ! Mo":
20 OSI 05 HHF
0-trloa t.otte�w m
n.ven we W.Drain
M.O.A.
Remarks: a THIS IS A INNOVATIVE "REACTEX"
BENCH MARK
t°.onen ties D..vpllen:
OF HOSE BIBB (S.E. END OF HSE): 100.00
SYSTEM.
ITOP
SAND AND GRAVEL ENCOUNTERED ON
TOP OF MANHOLE LID.
98.92 rL
cwooae¢s WAL
BOTTOM OF THE TRENCH EXCAVATION.
oQo0�4p0
_o
AWWC, INC.
Inspections performed by'
Dates: 1st 1o/27/s9
p!` ..... ........ y*.�Q�
2nd 10/29/99
Q
"(" .Q
3rd 10/29/99
;"'
f
QQO� r`FQOl�
Department of Health and Human Services
approval
J'•
79
A o
Dote:_
p E
dPn°oma
400rofesslo
Reviewed and approved by!
00�00��4
2-013 A..9 1 Y 25
PERMIT NUMBER: AS -BUILT DRAWING PARCEL ro NUMBER:
SW990222 017-023-17
MT1 = 27.9 26.2 I
C05 12.9 28.6
ALASKA WATER & WASTEWATER CONSULTANTS, INI
6901 DEBARR ROAD. SUITE 28. ANCHORAGE. AK. 99504
PHONE (907) 337-8179/FAX: (907) 338-3246
LEGAL DESCRIPTION:
MOUNTAIN PARK ESTATES #2; LOT 17, BLOCK 4
TYPE OF WORK:
AS -BUILT DRAWING OF SEPTIC SYSTEM UPGRADE
PREPARED FOR: PHONE NUMBER:
MICHAEL WOLFE (907)563-4705/338-6015
DATE: DRAWN BY: SCALE: PAGE: 2 OF 3
11/9/99 K.D.W. 1 = 30'
I
100' WS RA01US
I F-5
I 1 L- Ji
CO3 I
I
TH13JSP
C04 ALTERNATE SITE
C // UPFLOW FILTER
/EXISTING
�I J
BEDROOM HOUSE /� l�MT1
'
/
TH#2
r�
B
/ BLOWER
1 CID COS NEW DRAINFIELD
TH 1 A COt I
�) 02
_
- iAIR LINE MHLID I 1 1�4 HDPE
L
NEW 1500 GALLON
- S.T.E.P. TANK WITH
TRICKLING FILTER
MT1 = 27.9 26.2 I
C05 12.9 28.6
ALASKA WATER & WASTEWATER CONSULTANTS, INI
6901 DEBARR ROAD. SUITE 28. ANCHORAGE. AK. 99504
PHONE (907) 337-8179/FAX: (907) 338-3246
LEGAL DESCRIPTION:
MOUNTAIN PARK ESTATES #2; LOT 17, BLOCK 4
TYPE OF WORK:
AS -BUILT DRAWING OF SEPTIC SYSTEM UPGRADE
PREPARED FOR: PHONE NUMBER:
MICHAEL WOLFE (907)563-4705/338-6015
DATE: DRAWN BY: SCALE: PAGE: 2 OF 3
11/9/99 K.D.W. 1 = 30'
PERMIT NUMBER:
PMCM ID NUMBER:
AS -BUILT DRAWING 017-023-17
SW990222
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ALASKA WATER AND WASTEWATER CONSULTANTS, INC.
7320 E. CHESTER HEIGHTS CIRCLE. ANCHORAGE. AK 99504
. ........
PHONE. (907) 337-6179/FAX: (907) 338-3246
.. :70,
LEGAL DESCRIPTION:
- or
MOUNTAIN
PARK ESTATES J2; LOT 17. BLOCK 4 .
..... .. . . ... ....... .......
..... . . .......
I.J A. G S:.
%. —7953 k
TYPE OF WORK:
AS—BUILT OF SEPTIC SYSTEM (R.U.F. SYSTEM)
PREPARED FOR: PHONE NUMBER:
MICHAEL WOLFE 696-4745
qj�'�lp rof
DATE'.
DRAWN UY:
SCALE-.
PAGE:
11/9/99
1 K.D.W.
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11/09/1999 10;38 3053287 M W DRILLING, INC PAGE 01
.W DRILLING, InC.
P.O. Box 110378 1033 ._Old� ward Highway
ANCHORAGE, ALASKA 99511
DRILUNG too
Well Owner MIKE WOLFS (Tse ofWellDOMESI
Location (address of: Township, Range, Section, if known; or distance main roar
ANCH RAGEp M
f'
Size o1 cuing 6_ D,Pth of Hole 220 teat Cased to 220.39 feet
:;,
Static water level 179 t. (sikoa ttl�ao`A') land surface. Finish of well (check one) open end ( )
Screen ( ); Perforated 1 • 1( r 3•
A 175ioY1 _(IGel pF9iY1n aT7LY1C
Describe NAMOU 0i1( perfoa
Well pumping test at 3 —
of drawdown from static
Date of completion--' 0
n feet from
surface
0 TO
2 TO 6
8 TO 44
44
,1.0 46
46
TO 75
75
83
83
TO 180
180Tn
184
184
TO 201
201
TO 220
TO
TO
TO
TO
TO
(minute) for 1 hours with 100 ft.
,. WELL LOG
11a of formations penetrated, size of
color and hardness
f` 66-ARSii :IiAl1DY
.GRAVEf.f • 18ROMi :SILTY_.:
,.,
y1yA C e.Med Contract!
3—CONTRACTOR
NOV-09-99 16:28 FROWCTE ENVIRONIENTAL
ALCT&E Environmental Semoes Inc.
CT&E Ref.v
996188001
Client Name
AIC Water & Wastewater Consultants Inc.
Project NamdX
Mtn Park Est No. 2 Lot 17 Bk 4
Client Sample ID
Mm Park Est No. 2 Lot 17 Bk 4
Matrix
Drinking Water
Ordered By
PWSID
0
5615301 T -T50 P.02/03 F-613
Client NU
Printed Daterrime 11/09/99 11:40
Collected DatcMme 11/05/99 15:15
Received Datefftne 11/05/99 16:15
Technical Director: Stephen C. Ede
!n=
AltoraPte Prep Analysis
Parameter Res�tts POL units Hetnoa Lfmfts Data Data Inst
Total Colftors 0 tot/10omL SMIS 92222 11/05/99 /DT
Nitrate -N 4.43 0.500 a6/L EPA 300.0 10 max 11/05/99 11/05/99 SCL
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Services
On -Site Services Program
825 L Street, Room 502
P.O. Box 196650, Anchorage, AK 995194650
(907) 343-4744
�PSaC.12.
lsA XC) -.?'nn C\,-\
ONSITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT
Renewal
Permit Number: SW990222
Ca PYY\
\C- 9�-c\`l
Date Issued: Jul 27, 1999
Expiration Date: Jul 26, 2000
Parcel ID: 017-023-17
Legal Description: MOUNTAIN PARK ESTATES #2 BLK 4 LT 17
Design Engineer. 0041 AK Water & Wastewater Consulta Site Address: 013021 LUPINE RD
Owner Name: Michael Wolfe Lot Size: 20130 SQ. FT.
Owner Address: PO Box 240526 Total Bedrooms: 4 Permit Bedrooms: 4
Anchorage , AK 99524-0000
This permit is for the construction of:
❑✓ Disposal Field ❑,/ Septic Tank ❑ Holding Tank ❑ Privy Private Well ❑ Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80 ).
3. The engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-4744 (24 hours). ( Not required for a Water Supply Permit only).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either. A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
5. The following special provisions.
This is a renewal of permit #SW980264.
co Date:
Received By: Q��
Issued By: _I
C
Date: .2-7.9/
.� .� Municipality of Anchorage �t
Department of Health and Human Services
825 "L" Street
Rick Mystrom, P.O. Box 196650 Anchorage, Alaska 99519-6650
Mayor hiip;//yy w.cl.ancharage.ak.us
Dear Homeowner/Prospective Buyer.
The on-site wastewater disposal system you are purchasing/installing is an "alternative" wastewater
disposal system. This system, known as a "Recirculating/Upflow Filter Septic System", is undergoing
testing within the Municipality of Anchorage under the Alternative System section of the Wastewater
Disposal Regulations (AMC 15.65). There are certain risks involved with the ownership of one of these
systems:
1. The technology used in this system has been shown to be effective in other areas. The system is
currently undergoing a two year testing period in Anchorage under the guidance of the Department of
Health and Human Services (DHHS) and the State of Alaska Department of Environmental Conservation
(ADEC) to determine its effectiveness in a subarctic environment.
2. The system for this property received a vertical separation distance waiver from both State of
Alaska and Anchorage Municipal Codes to ground water. This waiver was granted due to the system's
expected performance within the site conditions on this property.
I (we) certify that I (we) have read the above statements and am (are) aware of the risks outlined. I (we)
also certify that I (we) am (are) in the process of purchasing (property legal description):
(Purchaser Name)
' -- - (Purchaser Signature)
--------- ---- Notarize Here ---
1 fes" J'I
State of /,Gf'X442o�
On this day of
personally appeared before.me,
who is personally known to me
whose identity I proved on the basis oflr
whose identity I proved on the oath/affirmatio of
, a credible witness
to be the signer of the above document, and he/she acknowledged that he/she signed it.
Notary ublic
NOTARY _
PUBLIC My commission expires o%���
.� Alunicipahly of Anchorage
Department of Health and Human Services
825 "L" Street
R,ck Alysrrom• P.O. Box 196650 Anchorage. Alaska 99519-6650
Mayor
hitp:rlwww.ci. anchorage. ak. us
July 8, 1999
Michael Wolfe
PO BOX 240526
Anchorage, AK 995240526
Subject: MOUNTAIN PARK ESTATES #2 BLK 4 LT 17
Permit # SW980264 PID # 017-023-17
The subject permit, issued 7/27/98 by this office for a single family well and/or on-site
wastewater system, is due to expire as of 7/27/99.
If you have drilled the well, a well log must be sent to this office for documentation of the
installation and to close the permit.
If a licensed Professional Engineer has inspected the installation of the on-site wastewater
system, the original as -built inspection report must be sent to this office for review,
approval and documentation. All inspection reports must be submitted within 30 days of
construction completion.
A new permit must be obtained from this office for a well and/or on-site wastewater
system NOT installed by the expiration date. However a new permit can be issued free of
charge for a second year if the application for the renewal is received on or before the
date of expiration of the original permit for which a fee was paid.
When applying for a new permit after the original permit has expired or for more than a
second year, the fees are: $320.00 for an on-site wastewater permit and $120.00 for a well
permit.
If you have any questions, please call this office at 3434744.
Sincerely,
4W60i
Jam s Cross, PE
Program Manager
On-site Services
enc: Copy of Permit
rel_-•
•_ J
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Services
On -Site Services Program
825 L Street, Room 502
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-4744
ONSITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT
Initial
Permit Number: SW980264
Date Issued: Jul 27, 1998
Expiration Date: Jul 27, 1999
Parcel ID: 017-023-17
Legal Description: MOUNTAIN PARK ESTATES #2 BLK 4 LT 17
Design Engineer. Alaska Water & Wastewater Services Site Address: 013021 LUPINE RD
Owner Name: Mike Wolfe Lot Size: 20130 SQ. FT.
Owner Address: 5606 E. 40th Ave Apt. 304 Total Bedrooms: 4 Permit Bedrooms: 4
Anchorage , AK 99504-4356
This permit is for the construction of:
Disposal Field 0 Septic Tank ❑ Holding Tank ❑ Privy ❑✓ Private Well ❑ Water Storage
All construction must be In accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80 ).
3. The engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling
(907) 3434744 ( 24 hours ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either. A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
5. The following special provisions.
A system maintenance agreement shall be part of the As -Built package.
Received By: ���. Date
.96 Issued By: Date: `
I�>1 G\1GLv�r
DES
Alaska Water & Wastewater
7320 East Chester Heights Circle — Anchorage — Alaska 99504
(907) 337-6179 — Fax (907) 338-3246
Consulting Engineers
July 3, 1998
Municipality of Anchorage
Department of Health & Human Services
Division of Environmental Services
On -Site Services Section
P.O. Box 196650
Anchorage, Alaska 99519-6650
Ref: Proposed Well and Septic Design for Lot 17, Block 4, Mountain Park Estates #2
To whom it may concern:
The referenced property is currently undeveloped. The owner is planning to construct a 4
bedroom house on the site. Comments regarding the proposed well and septic design are
summarized as follows:
GENERAL: There are a number of site restrictions which limit the available area to put the
septic system. These restrictions are summarized as follows:
• The limited area with suitable soils (near test holes #2 and #3)
• The location of the neighboring wells and the proposed well.
• The presence of shallow groundwater.
WELL: The proposed well is to be located in the northwest corner of the property. The location
is to be staked by a registered land surveyor prior to construction of the septic system in order to
insure adequate separation from the primary and alternate septic areas.
SOILS: On June 8, 1998, three test holes were excavated and percolation tests performed. The
area in the vicinity of TH #1 was deemed to be unsuitable to support an onsite septic system.
Test holes #2 & #3 had acceptable percolation rates, and groundwater from 7-8 feet below grade.
Given the limited space available, and the variability of the soils, it is recommended that the
drainfield be constructed prior to drilling the well, or doing any other major construction on the
property. In order to maintain a 2 foot accepting stratum, the excavation depth near TH #2
should be limited to 5 feet. In the vicinity of TH #3 the excavation depth should be limited to 6
feet (immediately below the ML lense).
3. SEPTIC DESIGN: Due to the limited area, we are proposing to install a 10' x 36'
bottomless intermittent dosing sand filter (ISF) in the vicinity of TH #2. The reserve ISF will be
18' by 20', and located within the 30 foot radius of TH #3. The following is the design criteria
for the primary system.
a. Percolation Rate: 20 minutestinch
b. Allowable Application Rate for ISF: 2 gallons/day/ft2
c. Number of Bedrooms: 4
d. Design Flow: 600 gallons per day
e. Minimum Absorption Area: 300 ft2
f. Effective Depth below pressure pipes: 2.5+ inches
g. Width: 10 feet
h. Length: 36 feet.
i. Effective absorption area = 360 ft2 (>300 ft2 OK)
j. Air Supply: Thomas Industries, Model 5070, "Anchorage Tank".
k. Air Supply Line: "Wasteflow" emitterline, 1/2 inch I.D, "Anchorage Tank".
1. Sand Material: Central Paving Products "Winter Road Sand"
m. Pea Gravel: 100% passing 3/8" sieve, less than 20% passing the 1/4" sieve, and
less than 1% passing the #8 sieve.
We are proposing to excavate down to a depth of 4.5 feet (maximum), place a minimum of 2.5
feet of sand, and install the air supply line 18 inches below the top of the sand. On top of the
sand, 6 inches of 3/8 inch pea gravel will be placed, with the pressure laterals midway in the
stratum. A conventional lift station (Anchorage Tank), equipped with a programmable timer, will
be utilized so that flow can be intermittently dosed to the ISF.
4. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic
system.
5. TOPOGRAPHY: The lot slopes from east to west at grade of approximately 7% to 8%. In
short, there are no concerns.
6. MATERIALS AND CONSTRUCTION PRACTICES: The materials used, and the
construction practices will comply with DHHS' "Intermittent Sand Filter Design, Installation &
Maintenance Manual". The contractor should read this document prior to construction. Copies
are available at the Municipal Onsite Services office (5th floor, 9th & L St.).
7. CLOSING: Given the site restriction, I think the ISF is the most viable option for this lot,
short of install a Recirculating Upflow Filter, which would be more expensive. I am open to any
suggestions from your department, which would be an improvement to the proposed design. I am
unaware of any adverse impacts this installation would have on adjacent wells or septic systems.
If you have any questions, please contact me at 337-6179, or 244-9612. Thank you for your
assistance.
ley
ar s, P.E., M.S.
• - 1 I I
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I I I 1
1 I 1 1
I I I i LOT 5, BLOCK 4
LOT 5, BLOCK S LOT 20, BLOCK 4, MOUNTAIN PARK EST. /2
t 1
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NN PARK EST. 12 I MOUNTAIN PNZK EST. /2 1 I
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LOT 6, FLOCK S �t LOT 19, BLOCK 4, 1 LOT 6, BLOCK 4
MOUNTAIN PAi3K EST. /2 W MOUNTAIN PARK EST. #2 I I MOUNTAIN PARK EST. 12
Z
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i ���� 1' �♦ LOT 7, BLOCK 4
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LOT 7, BLOCK 5 , U
MOUNTAIN PARK EST.♦MOUNTAIN PARK EST. f i
1 1 % /I ♦\ \\ N I 1
I I / 11 I ♦ 1 1 1 1
ALTERNATE 1-1r,1 1 1 100' K L
1 I F��♦ �� PROPOSED SE SYSTEM
I I 1 \ \ 1 / 1(SLL 060N, PAGE Z OF J)
\
It \_ 1 / 'ab'"v MOUNTAIN PARK EST. /2
I I NT 8, BLOCK 5,
1 1 MOUNTAIN PARK EST. /2♦t ``.I �!- [�mo
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I
i LO1' 9, BLOCK 5 • 1 LOT 16, BLOCK 4, ' 1 LOT 9, BLOCK 4
I I MOUNTAIN PARK EST. /2 I jMOUNTAIN PARK EST. /2 i MOUNTAIN PARK EST. �2
1 I ♦ I / /
1 1 ♦
I / ♦ 1 1 /
10, BLOCK 4,
LOT 10, BLOCK 5, LOT 15. BLOCK 4, i MOUNTAIN PARK EST. %2
i MOUNTAIN PARK EST. /2 I MOUNTAIN PARK EST. #2 1 1
1 1 1 I
I I I I
1 1 I 1 I
1 1
1 1 1 1
I I
1 I 1 1 1
I I I 1
1 I I I
LOT 11, BLOCK S LOT 14, BLOCK 4, ' 1
I I
MOUNTAIN PARK EST. !2 1 MOUNTAIN PARK EST. /2
I I I I
1 1 1 1
I I I I
I I
ALASKA WATER & WASTEWATER CONSULTANTS, ]
7320PE.CHESTER 'HEIICHTSI IRE. ANCHO7338 X246504
.LCAL DLSCKII'IICN:
MOUNTAIN PARK ESTATES $2; LOT 17, BLOCK 4,
IYPL OF WORK:
SITE PLAN
'KLPARLD FON: PHONL NUMHLR:
MIKE WOLFE 563-4705/338-6015
AIL: )RAwn er: >✓Wc: rN.c:
10/8/98 J.L.M. 1 = 100' 1 Or 5
LOT 11, BLOCK 4,
MOUNTAIN PARK EST. /2
A. Garness:
-7953 `�G
c c4A
(?s,-vISeD J)ja:&i6o- 5;vi9e0264
PROP
WELL
L -IJ
Z
Nln
\ NOTE: PRIOR TO CONSTRUCTION. THE CONTRAGIUK
NOTE: PRIOR TO CONSTRUCTION. THE CONTRACTOR \ SHALL NOTIFY THE ENGINEER WHEN SURVEYING I
SHALL HAVE THE NORTH PROPERTY LINE, AND ALL \ WORK IS COMPLETED AND AWWDATDRY SITE 'RS"I
WELL RADII WITHIN 110 FEET OF THE PROPOSED \ BY THE ENGINEER IS REQUIRED TO INSURE I
SEPTIC AREA FLAGGED BY A REGISTERED ADEQUATE AREA FOR THE PRIMARY AND ALTERNATE ,
PROFESSIONAL LAND SURVEYOR. \ \ SEPTIC AREAS. I
I
PROPOSED WELL LOCATION IS TO BE
LOCATED BY A PROFESSIONAL LAND \ 1
SURVEYOR. LTERNATE SITE I
\ 15 FT. BY 13.5 FT. I
1 I 202.5 SO. FT. I
100' WELL RADIUS 1 �1
I i� I100WELL RADIUSI IPROPOSEDWELLILFTI i(, o ITM�Pj o. lI mlPROPOSFPROPOSEw EXCAVATEIYBY 6' WIDE NG IW (SEE DETAIL. 5) , Opm0II� I/ Y o I
'IL 1.25 INCH HDPE UNE. BURIED A MINIMUM
/ OF 3 FEET DEEP. INSULATE WITH 4
INCHES OF BOARD INSULATION. 4 FEET I
WIDE. All CONNECTIONS SHALL BE I
O STAINLESS STEEL WITH STAINLESS STEEL I
MH I BANDS. NO HOSE CLAMPS. 1 I
\ I
I I
7 I I
FWrO5D 1500 GN.LON
WMAtiNG %PnC TXJ . F I
(%E DEME. PAa 5 OF 5) << I
RADIU5,.j REVISED DESIGN
I ,
, I
ALASKA WATER & WASTEWATER CONSULTANTS, INC.
7320 E. CHESTER HEIGHTS CIRCLE. ANCHORAGE_ AK._09504
MOUNTAIN PARK ESTATES #2, LOT 17, BLOCK 4.
IYPL OF WORK: 0
SEPTIC DESIGN: RECIRCULATING UPFLOW FILTER Q
'RLPAHLO FOR: PHONE NUMBER:
MIKE WOLFE 338-6015/240-2286
.AIC JKAWN BY:= rAIa:
10/8/98 J.L.M. 1 = 30' 2 OF 5
S.
CU 795s
U..... ' e�Q
I I I I
_ i►i� I �i�i � _.
� �` ■I�1 I I�1� r
FILTER
3'
NCO --T TRICKUNG FIL
CAP ` INSULATED FIBERGLASS LID
4'18' 4' " PVC
LI..I BLUE BOARO—
INSRATION
_
ry
LIj
>0.A SEVUR
ROCK
J INLET
OCL
TANK E PER
$, ANCHORAGE TANK
5 (SEE NOTE)
i
NOTE: 1500 GALLON TANKS FOR,,,�p
3 ANO { BEDR004 DESGNS 2000
.woxo.,?fi
GALLON TANKS FOR 5 BEDROCH
ALASKA WATER & WASTEWATER CONSULTANTS, WC -
7320
C.
73200.CHESTER HEIGHTS CIRCLE. (90) 3�—X4699504
PHONE:
:AL ULSCNirIION:
MOUNTAIN PARK ESTATES #2, LOT 17, BLOCK 4,
'L OF MONK:
PLAN AND PROFILE OF RECIRCULATING SEPTIC TANK
L/MRLD FOX: PHONE NUMULN:
MIKE WOLFE 338-6015/240-2286
it,; IXAwN tlT: �lkL: rIU+L
10/8/98 J.LM. N.T.S. 3 OF 5
WTH
OUTLET
ENCO
UTLUENT PUMPS
oil
L.
LOcess:
7953 :)
W
LLI
J_
LJ-- IN FROM
Li
O
REORCULATING 6 -
SEPTIC
SEPTIC TANK
INLET
ALASKA WATER & WASTEWATER CONSULTANTS, INC-
7320
NC.
7320 E. PHONNE.� HEIGHTS
337 6179//FFAX: 807) 338-3246
;AL
9504
:AL ULSCHWHON:
MOUNTAIN PARK ESTATES #2, LOT 17, BLOCK 4.
'L OF WORK:
PLAN AND PROFILE OF UPFLOW FILTER
'.LPARLO FOR: PHONL NUMHLN:
MIKE WOLFE 338-6015/240-2286
)HAWN er: >ui: rAUL:
4 OF 5
�ILo
10/8/98 J.L.M. N.T.S.
INLE
0.
4':8'
INSULATION
5+4 FERNCO
COUPLING
S' SEPTIC
HUB
4' SLOTTED
COLLECTION PIPE 7
R
1TLET
p.
TED
UT
PITCH
JM CAP
OUT TO
► DRAIN
FIELD
OUTLET
4' ABS
CLEANOUT
EXTEND TO
SURFACE
35'
-----------------------------I
I
CAI
L--------------
oMf II
ICA w
--------------J�
L EFFI.IEW FRDM U'FWYl FLTEK
PLAN VIEW
PROFILE VIEW
ALASKA WATER & WASTEWATER CONSULTANTS, INC.
7320 E. CHESTER HEIGHTS CIRCLE. ANCHORAGE. AK_ 99504 ..
MOUNTAIN PARK ESTATES f2, LOT 17, BLOCK 4,
NP! OF WORK: O
DETAIL OF PLAN AND PROFILE OF DRAINFIELD
'RLPARLO WH: PHONL NUMULN:
MIKE WOLFE 338-6015/240-2286
.)MWN by NIrK,c:5 OF 5
10/8/98 J.LM. .T.S.
-W953
NOTE: PRIOR TO CONSTRUCTION. THE CONTRACTOR I
NOTE: PRIOR TO CONSTRUCTION. THE CONTRACTOR � \ SHALL NOTIFY THE ENGINEER WHEN SURVEYING I
SHALL NAVE THE NORTH PROPERTY LINE, AND ALL WORK IS COMPLETED AND A MANDATORY SITE VISIT I
WELL RADII WITHIN 110 FEET OF THE PROPOSED \ BY THE ENGINEER IS REQUIRED TO INSURE I
SEPTIC AREA FLAGGED BY A REMSTMEO ADEQUATE AREA FOR THE PRIMARY AND ALTERNATE
PROFESSIONAL LAND SURVEYOR. \ \ SEPTIC AREAS.
I I
PROPQSED WELL LOCATION IS TO BE I I
LOCATED BY A PROFESSIONAL LAND \ I I I
SURVEYOR. TERNATE SITE 1 -4-
1 I 13' ■ 20' BOTTOMLESS I / 1
1NTERMGTENT SAND FILTER) /
100' WELL RADIUS I (LOT ONE WAIVER REOUIR�FD I I
y I I
PROP 100 WELL RADIUS
WELL PROPOSED WELL
Top ,
' I WALLWITHIN CARACf R AIR U T141' 1 / I I
�.�� I
CK IMP LILJJ
I
�♦ / I I
F— (n�N
V) 0o� / / ; J+TH12 i 1Ld
\ — /
r �
PROPOSEDS.I..
I
PROPOSED 10' ■ 36' BOTTOMLESS I
INTERMITTENTET DOSING SAND FILTER 1
4.5FEET MAXIMUM DEPTH
(SEE PROFIE. PACE 3 OF 3L +' b
J 123 INCH HDPE UNE SLOPED BACK TO
TUFT STATION FOR DRAINAGE OF UNE. NO
LOW SPOTS VA41CH WILL ALLOW WATER TO
ICOLLECT. ALL CONNECTIONS SHALL BE
STAINLESS STEEL WITH STAINLESS STEEL
1 BANDS. YO HOSE DAMPS. I
\ V
NOTEADp.
\ S h
THE AIR COMPRESSOR SHALL BE LOCATED WITHIN THE GARAGE
THE CONTRACTOR PROVIDE A 0-10 PSI PRESSURE GGE
A LOCATION VMICH is READILY ACCESSIBLE FROM WITHIN THHE \ AT
1 HOUSE. NOTE: A 30 PSI GAUGE WILL NOT WORK.
ITHE NR COMPRESSOR SHALL BE A THOMAS INDUSTRIES MODEL
5070. AS SUPPLIED BY ANCHORAGE TANK. THE AIR UNE SHALL BE
e 1 1/2 INCH DU. HDPE (1 PIECE). INSULATED WITH 1/2 INCH FOAM
►, THE UNE ALLBEVUBBURIED TO A MINIMUM DEPTH OF 3 FEET.
THE CONTROL PANEL FOR THE STEP TANK SHALL BE INSTALLED IN
THE GARAGE WITH A AUDIBLE/VISUAL INDICATOR WITHIN THE HOUSE
ALASKA WATER & WASTEWATER
MOUNTAIN PARK ESTATES #2, LOT 17. BLOCK 4.
OF WORK:
SEPTIC DESIGN:
'ARL:D FOR:
MIKE WOLFE
/3/98
BOTTOMLESS ISF
J.L.M.
338-6015/240-2286
1 = 30' 1
VAGI20F3
I
I
I
I
I
i
I
I
I
3/ 411 DUB 5CH. 40 PVC
F- - -----
I
L------------------•
u
114" DIA L fffw C �CAM MITOIAIW BETWEEN fOP
STEP f""M/wav OF WV KV
WAMM II/ M E5)
PLAN VIEW
I FEEf MN. OF FUER
WAll PVCLAM5(
2.5" +)
Ex;F-+O 61, once
Fl,4A%_ GaADE
0
1�°wv-1 PROFILE VIEW
umw o,:
ALASKA WATER & WASTEWATER
LEGAL DESCRIPTION: i
MOUNTAIN PARK ESTATES #2, LOT 17, BLOCK 4,
TYPE OF WORK:
BOTTOMLESS SAND FILTER (ISF) DETAIL
PREPARED FOR: PMONE NUMBER:
MIKE WOLFE 563-4705/338-6015
/3/98 F7 "i.L.M. F--N.T.S. 1 3 OF 3
.....V
A. Carness;
-7953 r `ol
...........
... ..IC 4
t
SOIL LOG — PERCOLATION TEST ^.:�Tti
LEGAL DESCRIPTION: MOUNTAIN PARK ESTATES /2; LOT 17. BLOCK 4.
PERFORMED FOR: MIKE WOLFS :JAMES WILLIAMS.:6/8/98
DATE PERFORMED:NO. 9608
A . r- E.
TEST HOLE #1 414 ' •.........
(feet•''F°4��
0 ^ztp olseslo"d' o
1 - :ORGANICS �DOC��
2 II ILII SOIL CLASSIFICATIONS
p
14
15-
16-
17-
18—
'91
516171819
20
COMMENTS:
ML
-EW SAN S
.E TO NO GRAVEL.
o , a
GW - _:
GP 1111111
GM =
GC :1;1;
SW I
SP
SM
SC
ORG
ML
CL
OL
MH
CH
OH
• :.
RIIUi
/
;
•; :• :
1.1
' - PRESOAK
D TESTHOLE
DATE
I DRY I 6/8/98 I
DATE
SITE PLAN
TIME
NET TIME (MINUTES)
WATERCLOCK READING EL
(E T DROP
CHES
PERC. B
;
PTH 3.0'-3
' - PRESOAK
D TESTHOLE
6/8/98
1
5:48
—
6'
2
6:30
42 MIN.
5 7/8'
1/8'
/
WHO
G
PERC. B
NCH /2 DI
PTH 6.5'-7
*TH#2
D TESTHOLE
6/8/98
i .TM11
6:15
6'
1
,
6:45
30 MIN.
6'
0'
X
I
( 1
DATE
READING
TIME
NET TIME (MINUTES)
WATERCLOCK READING EL
(E T DROP
CHES
PERC. B
NCH /1 D
PTH 3.0'-3
' - PRESOAK
D TESTHOLE
6/8/98
1
5:48
—
6'
2
6:30
42 MIN.
5 7/8'
1/8'
PERC. B
NCH /2 DI
PTH 6.5'-7
- -PRESOAK
D TESTHOLE
6/8/98
1
6:15
6'
2
6:45
30 MIN.
6'
0'
PERCOLATION RATE 120'++ (MINdINCH) PERC. HOLE DIA. 6' (INCHES)
TEST RUN BETWEEN 3.0'-3.5' FT. AND 6.5'-7.0' FT.
-OR ON-SITE SEPTIC DISOOSAL Sn".
PERFOMED BY ALASKA WATER & WASTEWATER I.
THIS WAS PERFORM q IN ACCORDANCE WITH ALL
DATE. DATE 2 L3L-
CERTIFY THAT
IN EFFECT ON THIS
---PHONE (907) 337-6179 • FAX (9DO Jm-JAw 49
SOIL LOG — PERCOLATION TEST
LEGAL DESCRIPTION:
MOUNTAIN PARK ESTATES 112; LOT 17, BLOCK 4, • "••"•'••" ...
PERFORMED FOR: MIKE WOLFS ' ;JAMES...'YJILL
6/8/98 NO. 9608
EPTti
DATE PERFORMED: O� ��°•. C.E.
(feet TEST HOLE #2 ��..dp" "'�,
— ORGANICS
1 - -
2
READING
CEL
LOCKNET TIME
(M NUTES)
SOIL CLASSIFICATIONS
NET DROP
(INCHES)(INCHES)
6/9/98
12:00 B
GAN PRESO X PERIOD
6_/9/98
I2
'.
GW
c===:
ORG
3
3
4:30 ADDED H2O
VERYDENISE
—
` :.
GP
111111
ML
4 1/2-
-
1 1/2LEE
r,IIUI
GM
CL
4
/
GC
:I:I'
OL
SW
MH
5
' � I s
SM/GMCH
SILT TO SILTY
;• •• •
•+
SP
';_+,`
SANDY GRAVEL
1 1 •
SIM
' • ,'
OH
6
✓
SC
•' •..
7
9•
t0•
11
12
13
14
15
16
17
18
19
20
COMMENTS:
SP
ML
I20r MIN/INCH SOILS
n
DEPTH TO DATE
ROUNDWATER
B. 6/8/98
7• 6/17/98
I
i
Li
DATE
READING
CEL
LOCKNET TIME
(M NUTES)
WATER
READING
NET DROP
(INCHES)(INCHES)
6/9/98
12:00 B
GAN PRESO X PERIOD
6_/9/98
I2
1
4:00
4:30 30 MIN.
6.
4 1/2'
1 1/2'
3
4:30 ADDED H2O
6�
—
`
4
5:00 30 MIN.
4 1/2-
-
1 1/2LEE
PERCOLATION RATE
20
(MIN./INCH)
PERC. HOLE DIA. 6' (INCHES)
TEST RUN BETWEEN
4.75'
FT. AND
5.25• FT.
PERFOMED BY ALASKA WATER do WASTEWATER I, A �.�e I/I II A �LH�� .CERTIFY THAT
THIS WAS PERFOR E IN ACCORDANCL WITH ALL A'�� MUNICIPAL G IDEUNES IN EFFECT ON THIS
BATE. DATE:
PHONE (907) 337-6179 • FAX (901) JAC-az+o LOOA'FS
SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: MOUNTAIN PARK ESTATES !2; LOT 17, BLOCK 4,PERFORMED FOR: MIKE WOLFE : vileDATE PERFORMED: 6/8/989608
.E.
(1661 TEST HOLE #3 •••..
1 ORGANICS
19 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA 60 (INCHES)
20 TEST RUN BETWEEN 6.0 FT. AND 6.5 FT.
COMMENTS I • 1- aN w A'`
PERFOMED BY ALASKA WATER do WASTEWATER I, - , CERTIFY THAT
THIS WAS PERFORM D IIN ACCORDANCE WITH ALL ST D MUNICIPAL GUIDELINES IN EFFECT ON THIS
DATE. DATE:L
====
SOIL CLASSIFICATIONS
SITE PLAN
I I
2
t.•GW
ORG
t
SM/ML
GP
IIIIIII
ML
`
SILTY SAND TO SILT
�. 1 I U
COIL..
GC
I
;
`•
, I I '
,
•I= i�•.
SW
MH
9 -4 -t -i
SP
CHSM
.
OHI
I
ML-TI6HT LE NSEI
I
7
^°
xa
DATE
GW/SW
GROUNDWATER
_
8
o
B'
6/8/98
o
g� a as8'
6/17/98
.10c
MELI `^
IS
9
10
CLOCK
IMErES)
WAREADING TER LEVEL
DROP
11
ML
DATE
READING
(M T T
(INCHES)
1ET
20+ MIWIN-H SOILS
(VISI ALLY RATED)
12
13
I
SPS
14
B.O.H.
R
N`
15
�(P
16
ORg�
17
—G
Q
18
19 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA 60 (INCHES)
20 TEST RUN BETWEEN 6.0 FT. AND 6.5 FT.
COMMENTS I • 1- aN w A'`
PERFOMED BY ALASKA WATER do WASTEWATER I, - , CERTIFY THAT
THIS WAS PERFORM D IIN ACCORDANCE WITH ALL ST D MUNICIPAL GUIDELINES IN EFFECT ON THIS
DATE. DATE:L
1 I
I 1
I I
1 I
I 1 Lp7 7
� � WOl1NTNt�
I I �
1 1
I I i
1 1 �
1 I I
am
LOT 9, LOCK S
MOUNTAIN ARK ESi. 12
I I
�
I I
�
1
1 I
%`
1
I
1
I
`
I
`
��ppTT 10, BLOCK
40UNTNN PARK /2
I
I 1
I I
1 I
MOUNT
LOT N2N PARK EST0, BLDdC 4,. /2 1 1 Mot NTAIPARK EST.
Z. /2
I I
I 1
1 1
1 I
1 I
I I
LL gg�� K � g�, K
MO NTAIN'PARK ESi. f2 i i MOUNTAIN P� ESf. 12
I I
MOUMAIN'PARKCEST: /2
I
MO<1NTTAJl PAPof ESQ. }2
MOUtJTAJN PARK EST. 12
/2
MOUNTAIN'PARKOEST. j2
I i �p7 11, SCK s I I LOT 14, BLOCK .. 1 1
i MOUNTAIN PMK EST. /2 I WOUNTNN PARK ESf. I2 MOUNTAIN'PARiC EST. %2
I I I 1 1
I 1 I I
1 I
.FANLD BY: Q F
ALASKA WATER & WASTEWATERA. •
MOUNTAIN PARK ESTATES #2; LOT 17, BLOCK 41 ..:.. .•••
E OF WORK: O .....
SITE PLAN �- "" ss.
PARED FOR:1I0NE NUMBER: oo s+ •., 7953 `1
MIKE WOLF f� 563-4705/338-6015 •........ 4
100' NAGL 1 OF 3 �•�Q rol666100 f'o
7/3/98
I
i
.ROPERTY OWNER AGREEMENT
FOR :E MAINTENANCE OF t�
ON-SITE WASTEWATER DISPOSAL
�_ STEM
This agreement, dated 1101/• / 0 199 R, is made between the Municipality of
Anchorage Department of Health and Human Services (DHHS) and the property
owners) of:La � /? r3lve le �f f'Ylduntaiai Park E56 # 2.
This agreement is made for the purpose of maintaining anon -site wastewater disposal
system on the subject property.
The property owners agree to the following:
Submit to the Municipality of Anchorage, on an annual basis, an inspection and
operation statement from a registered professional engineer. This inspection and
operation statement shall verify that the engineer has inspected all effluent and air
pumps, timers, and alarms, and that any deficiencies have been repaired and that the
system is functioning as designed.
(Signature)
(Printed Name)
(Signature)
(Printed Name)
-Notarize Here _
stats of 1g1L7✓k'a on this ,16_ day of �OVe{Ylhe✓ . �9`1
personally appeared before me,
�/ who is personally known to me
\\\\�`t"! L v//i whose identity I proved on the basis of
whose identity I proved on the bath/affirmation f
f pTA ,9 , a credible witness
tb.bs th4[P� \ of the above document, and he/she acknge
owl d that he/she signed it.
���` Nota Public
o f�
• my commission expires