HomeMy WebLinkAboutMANN #2 BLK 6 LT 7Mann #2
Block 6
LOT 7
020-481-15
NOT ELIGIBLE FOR COSA
BECAUSE INSPECTION REPORT
IS NOT SIGNED OFF
Pannone Engineering Services LLC
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail: steve@panenRak.com
November 12, 2018
Subject: Legal Description: Mann S/D, Block 6, Lot 7
Permit'Number: SW030248
Response to comments
I am writing to address comments generated by your department on May 19, 2005 on the record
Drawings 1 submitted for this property on November 11, 2004. 1 will address the comments in the order in
which they are presented.
Comment: (2/9/05) Need to check Elevations of as -built bed profile, the elevations don't add up. And
there is.a note that says both beds at the same elevations. According to test hole #2 the bottom of the
primary bed is too close to the water table.
Response: PES is unable and unwilling to address this comment at this time. The records for this property
were destroyed on- 2012. The systems were installed according to the Code in affect at that time. There
are numerous reasons that this system meets the separation requirements, the most likely is that the
ground levels fluctuated and the ground around test hole 2 was a foot lower. It is impossible to verify at
this time due to the property being extensively landscaped.
Comment: (5/19/05) Bed too.close to surface water -on east side of golden view. Will need to apply for
surface water waiver.
Response: Water flowing in a road -side ditch is not considered to be surface water as this flow is
ephemeral in nature and not codified as surface water by ADEC. This issue has been debated numerous
times with your department and it has been established as not surface water.
Sincerely,
Steven R. Pannone, P.E.
Owner/Civil Engineer
Mailing: P.O. Box 100217, Anchorage, AK 99510-0217
Physical: 332 East Manor, Anchorage, AK 99501
Telephone: (907) 272-8218 FAX: (907) 272-82.11
Engineer:
Legal Description
Parcel ID:
Permit:
Report Type:
Municipality Of Anchorage
On -Site Water and Wastewater Program
P.O. Box 196550 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
hftp://www.muni.or-q/onsit
Review Comments
ALPINE DRILLING & ENTERPRISES
MANN #2 BLK 6 LT 7
02048115000,
SW030248 WellSeptic
As Built Review
C. n j'
llcpartnielit
5/19/2005
Completed By: PWJPG
The application has been reviewed and the following comments have been generated. These are to be satisfactorily
addressed prior to MOA approval:
5/19/05 - bed drainfield too close to surface water on east side of of golden view, will need to apply for surface water
waiver. 2/19/05 - Need to check elevations on as -built bed profile, the elevations dont add up. And there is a note that
says both beds are the same elevation. according to test hole 42 the bottom of the primary bed is too close to water table.
Municipality of Anchorage
� r
Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907)343-7904
ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET
To: PANNONE ENGINEERING
Legal description: MANN BLOCK 6 LOT 7
The attached paperwork has been reviewed and is being returned for the following reasons:
❑ Original signature or stamp missing on
❑ calculation error in design.
❑ Additional soils information needed. _
❑ Water monitoring results inadequate.
❑ Discrepancy in information submitted.
❑ Topographic information missing or inadequate.
❑ Incomplete; missing
❑ Incomplete; missing
❑ Additional adequacy test information needed.
❑ Water sample unacceptable. _
❑ Measured/proposed distances/dimensions missing.
❑ Locations of all soils, percolation and water monitoring tests not shown.
❑ Proposed system too deep for soils information submitted.
❑ Well log required.
❑ Omission in narrative.
❑ Insufficient fill over tank or field.—
(D Other. 5119105 bed drainfield too close to surface water on east side of of golden view, will need to apply for
surface water waiver.
2119105 Need to check elevations on as built bed profile the elevations dont add up And there Is a note that says
both beds are the same elevation. according to tes
Name of reviewer: JOE GOODALL
Date: 5/19/2005
Please supply the necessary information and re -submit your request.
Municipality of Anchorage
Development Services Department
Building Safety Division
OnSlte Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 995198650
www.ci.anchorage.ak.us
(907)343-7904
ON-SITE SEWERIWELL SUBMITTAL COMMENT SHEET
To: Penonne Eno Svc
Legal description: Mann Block 6 Lot T
The attached paperwork has been reviewed and is being returned for the following reasons:
❑ Original signature or stamp missing on
❑ Calculation error in design. _
❑ Additional soils information needed.
❑ Water monitoring results inadequate. _
❑ Discrepancy in information submitted.
❑ Topographic Information missing or inadequate.
❑ Incomplete; missing
❑ Incomplete; missing
❑ Additional adequacy test information needed. _
❑ Water sample unacceptable. _
❑ Measured/proposed distances/dimensions missing.
❑ Locations of all soils, percolation and water monitoring tests not shown. _
❑ Proposed system too deep for soils information submitted.
❑ Well log required.
❑ Omission in narrative.
❑ Insufficient fill over tank or field. -
0 Other et t. ix bed profile.the elevations dont add um And there is a note that
says both beds are the some elevation according to test hole #2 the bottom of the primary bed is too close to water
T w . I.W 70 c+ag ek .4 eouT floe or 00 //fn/ 11ts.-� w i I i mate To App (y Fact
s&m,aAe6 N4r&z ►vAiJtft r
Name of reviewer: jog aoodall
Date: 2/19/2004
Please supply the necessary information and re -submit your request.
LEAVE THIS FORM ATTACHED TO THE PAPERWORK
Municipality of Anchorage
(\' Department of Health and Human Services
"
Building Safety Division
- On -Site Water and Wastewater Program, 4700 South Bragaw Street
P.O. Box 196650 Anchorage, AK 995196650 Pagel of 5
www.d.anchorage.ak.us (907) 343-7904
��p
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR ELL NSPECujC210 e/M6
k020-0oo5111O�-118��
Permit Number: SWSW030248 PID Number:
Wastewater System: ® New ❑ Upgrade
A term 91704199509
ABSORPTION FIELD
Pham: Nana of aedraan,:
0 Dew Tran" 0 Shallow Trench 0 Bee 13 Mand 0 owe.:
sa Rating:
Toa" Depen bam maw waft:
LEGAL DESCRIPTION
aloCk: lot: subdN"m:
6 7 Mann
DOOM to wP bona, from alwnle wade:
11.5 F1
Gmwx dmM beamaw Rape:
Ft
Towm"kp: Rww: Sill
Fill ~ abov, odonal wade:
Gravel Lempw:
Well: ® New ❑ Upgrade
Gravel wldw:
Naroea of arms:
aswct beh.een times:
Claaeae04m 11'"We. A. S. e):
Priva e
Total Depot: I
147 Ft-
bled to:
t
Tot" absorption 8r19:
1200 Fe
Pips Material:
3034 PVC
Dnner.
Drilling—
m lied:
Deine 412Q03
smut w"o I":
Ft
wawmr.
Beek Contracting
Dam Installed:
1012012003
vela Pang S" at: b"np rwyd Above Gma a:
TANK
5 GPM 127 FI. 2 Fl.
SEPARATION DISTANCES
❑ septic ❑ Holding ® S.T.E.P. ❑ Other.
To
Septic
Absorption
Lift
Holding
ublicMilvale
"la"'da`hMef
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camtr.
1250G.I
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stwerUre
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NurrDer a canvanmmmts:
Wei
133.2
155.2
140
105
Steel
2
100+
100+
100+
LIFT STATION
surlacawata
Sae:
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Lot
8.3
10.7
8.3
250 G".
Anch Tank
38.9
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41
wpm w.ta tonna/:
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El
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Both fields Installed and are Identical. 4" of rigid
MARK
Lo abon "m Desai mn:
Insulation over fields and line from tank.
Garage Slab
beamed eawlum:
100.0 FL
Englneees Stamp
�ge,�,� .................
Inspections performed by: Pannone Eng. Svc Dates: 1"10/20/2003
l� T� ' ♦i
:s.....
�.....' 0
2n'10/20/20030
Department of Health and Human Services approval pp
•
r,
j V- *. Steven R. Pannone.: 1:L
Rye �ewed and approved by: Date:
♦# P'•., No. CE 9149 .e -�
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PERMIT NO: SW030248 RECORD DRAWING P.I.D. NO: 020-051-18
WASTEWATER DISPOSAL SYSTEM
LOT 7 BLOCK 6 MANN SUBDIVISION
EXISTING
SEPTIC
rEXISTING WELL Lr.J
Z
LJ
WELL RADIUS 100' 0
EXISTING 0
---�� SEPTIC AREA U,
NEW WELL
RADIUS 100'
NOTES:
1) All work shall be performed
in accordance with, and all
materials shall conform to.
n MOA DPW regulations.
r
a 2) Maintain greater than 100'
s from existing septics to
X,
proposed well.
3) Install new beds as
:1 indicated.
i
n
Z 4) Install two inches (2) of
rigid insulation over entire bed.
H1
ien R. Pannoi
No. CE 8149
7
NEW 1
S.T.I
INSULATED LINE
UNDER DRIVEWAY
SWING—TIES
CO
A
8
C
TI
50.3
38.9
T2
56.7
42.3
LS
58.2
43.2
M1
67.1
48.7
M2
105.8
82.3
M3
100.3
75.0
A
SV1
M4
59.8
36.3
M5
54.5
65.4
M6
74.2
81.5
M7
88.7
70.4
M8
71.5
49.6
Aaron Wollrich
16340 Golden View
Anchorage. AK 99516
632-1090
TH 2
RItMY DRAI FIELD
INSTALL 2 25' x8'x0.BED1-1/2 VALVES 2'TOL DEP
CAL . SEE DETAIL?
110.71 M2 1.0
_aI
NEW I / II I I III
4—BR I 1111
HOUS 1 I 1111
III 1111
4.1
1%
UNDEVELOPED LOT
NO WELLS OR SEPTICS EERVE D INFIELI
WITHIN 200' 25 x 48'x .5' BED
DESIGN:
PERC RATE: 6-15 M 11
APPLICATION RATE: .8 GPD/ F
4 BR SINGLE FAMILY HOUSE
REO'D AREA: 1200
0.5 EFFT'V DEPTH 23' x 48' I
PANNONE ENG. SVC, LLC
P. 0. BOX 102954
ANCHORAGE, ALASKA 99510
227-3522 P, 272-8218 Fax
%TE: 11-29—?0031RECORD
ALE: 1 "=60
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,,� Muni"cipality of Anchorage
Department of Health and Heiman Services
8251.' Street
P.O. Box 196650 Anchorage, Alaska 99519 6650
Rick Strom http:#www.ci.anchorage.ak.us
Mayor
Permit Number: #SW30 0248 Date of Issue: -1 3 Parcel Identification Number: 020-051-18
Date Started: 8-14-03 Date Completed: B-14-03 is well located at approved permit location? ® Yes ❑ No
Legal Description: Mann # 2 81k 6 Lot 7
Property Owner Name & Address: Aaron Wolldch
16340 Goldenview Drive
Borehole Data:
Soil Type, Thickness & Water Strata
stick -up --
organics & silt
gravelly silt
silt
silty water sand & gravel
silt
silty water sand & grave 2 gpm
bedrock
Depth (ft)
From To
0---
2
7
15
27
32
39
42
2
7
15
27
32
.Method of Drilling ®air rotary ❑ cable tool
Casing types steel
Wall Thickness- .250 inches
Diameter. 6 inches Depth: 4y9 feet
Liner Type:
Diameter. inches Depth: feet
Casing stickup above ground: 2 feet
Static water level (from ground level): 3_7
39 Pumping level: 127 feet after
42 2 hours pumping f gpn?
147 Recovery Rate: 5 gpm
Method of Testing: airlift
Well Intake Opening Type:
❑ Open End ® Open Hole
❑ Screened Start feet Stopped feet
❑ Perforations Start feet Stopped feet
Grout Type: bentonite # 8 Volume:
Depth: Start 0 feet Stopped Z feet
Pump: Intake Depth feet
Pum size lip Brand Name
Well Disinfected Upon Completion? ® Yes ❑ No
Method of Disinfection:
Comments:
Well Driller. Alpine Drilling & Enterprises
PO Box 110496
Anchorage Alaska 99511
Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property
Oct 22 03 04t4Sa
INSPECTION REPORT
MUNICIPALITY OF ANCHORAGE, BUILDING SAFETY DMSION
4700 SOUTH SRAGAW
INSPECTION: VOICE 34343M RISPECTIONFAX 2W-7717 IWO'w•ar1
NAWE �i2f�/v ��Pomrr F
ADDR63 / 6 �i'n f,.� �/>r',�yr Ui I� W D-PHOHEf '4 4gmA96 Sri
'LOT eLodc _�sueolvlslON /'7,gpR/`� DAM
COMMENTS or DIRECTIONS:
Dem
\ T YM rw INSP6GTION. rT� fRIOPCC�I'l c 1N V RCmh . TIM Na
U(.J MO MOMPt!■RKs I I C• Q APP'w�d
I I CoNtWWNS a3mWTulL AS ax)LA MW away ! 7 CCD App c (Camn.anr Below)
t IMUIta 0CAWMATNaxTNapwn0M i 71a•DEs {swmwa"
COMMENTS, ffORINSPECTOR USE ONLY) .
Y yL
llarornw.aar Tnreaar nanlJpeo. as arr { I maw weo ibnpNwnuua
L 7 aeronal. DraYuaa w.wi a:ns aenaeMl. f I M.wrtome, sm. eaw
f ] S. SeAchas...Mot J 1 Pnw Twal si8.00* ..r p..u� an ateww. Od
17Taa Aod" D.l.n.e /bwllnaWeaena [ f r.11wa r wmprawr news in a�
{ I
Take /1W se New. S I AN.apoubn MM be made on
f f
R001 -mal Flow
INSPECTOR I ._/• �/ •.. •. ..,,. DATE +'�! L - '✓
r.
WHEN CORRHCT•.O.NS ARE MADE PLEASE CALL FOR REINSPECTION
F.f
j,.d JECIDT EO 20 ^oN
- MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water d Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519.6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT
Initial
Permit Number: SW030248
Legal Description:MANN #2 BLK-6 LT -7-7
Date Issued: Jul 15, 2003
Expiration Date: Jul 14, 2004
Parcel ID: 020-051-18
Design Engineer: 0062 Pannone Engineering Services Site Address: 016340 GOLDEN VIEW DR
Owner Name: Aaron Wollrich Lot Size: 45000 SQ. FT.
Owner Address: 16340 Goldenview Drive Total Bedrooms: 4 Permit Bedrooms: 4
ANCHORAGE. AK 99516 -
This permit is for the construction of:
Disposal Field E Septic Tank ❑ Holding Tank ❑ Privy ❑✓ Private Well ❑ Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. All requirements specked 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 DSD at least 2 hours prior to each Inspection. Provide notification by calling
(907)343-7904(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.
Received By:
Issued By:
atlxo P6LA441QY3A Q Date:
Date: %— /✓T' 0.7
Municipality of Anchorage
• Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 07t) —0'51 _ 1 Permit Number SW
Property owner(s) Aaron Wolirich
Day phone 632.1090
Mailing address (1)16340 Goldenview Drive
Mailing address (2) Anchorage AK
Zip Code 99516
1
Legal description (Lot, Block & Sub'd.) Lot7. Block 6 Mann SID
Legal description (Section, Township & Range)
Lot Size .ddM a 0 00 AcreSq.Ft.
Number of Bedrooms 4
THIS APPLICATION IS FOR:
Sewer Only ❑
Well Only
❑
Sewer and Well ®
Water Storage
❑
Sewer Upgrade ❑
THIS PROPERTY CONTAINS:
Hot Tub ❑
Jacuzzi
❑
Swimming Pool ❑
Water Softening Unit
❑
Therapy Pool ❑
I certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal Codes.
(Signature of property owner or authorized agent)
Permit Fees:
Date of Payment:
Receipt Number:
(Rev. 12/00)
Waiver Fees:
Date of Payment:
Receipt Number:
Pannone Engineering Services, LLC P.O. Box 102954
Consulting Engineers Anchorage, Alaska, 99510
(907) 272-8218 (907) 272-8218 Fax
July 5, 2003
Municipality of Anchorage
Development Services Department
On -Site Water & Wastewater Program
4700 S. Bragaw Street
P. O. Box 196650
Anchorage, Alaska 99519
Subject: Lot 7, Block 6 Mann S/D
Well & Septic System Permit Request
Gentlemen:
My firm was asked to investigate a new septic system serving this lot. Two test holes were
excavated in May of 2003 on the lot. The soils report and a percolation test result are attached.
No bedrock was encountered in the test hole. Ground water was encountered while digging the
test holes and stabilized at a depth 5 feet below ground levelon May 26, 2003. This level is
consistent with the surrounding ground water levels for the area.
The lot is approximately 44,780 square feet in size. Lot 7 slopes to the west at approximately on
percent in the area of the test holes The proposed installation will be located on theeastem
portion of the lot. The proposed private well will be located in thewestem portion of the lot. The
proposed location is greater than 100 feet away from existing & neighboring wells and 25 feet
from the water service lines. The surrounding wells are located grater than 100 feet from the
proposed installation. The proposed installation will not affect the future development of the
surrounding or existing lots. See the attached Design.
If you have any questions or concerns, please contact me at 2273522 or 272-8218.
Sincerely,
Steven R. Pannone, P.E.
Civil Engineer
Attachments:
C:\Work\Letters\7-6 Mann.001.doc
PERMIT NO: DESIGN DRAWING
WASTEWATER DISPOSAL SYSTEM
LOT 7 BLOCK 6 MANN SUBDIVISION
�EXISTINC WELL
WELL RADIUS 1
PROPOSED WELL
SEE NOTE 2
RADIUS 100'
EXISTING
SEPTIC
NOTES:
1) All work shall be performed
in accordance with, and all
materials shall conform to,
MOA DPW regulations.
2) Maintain greater than 100'
from existing septics to
proposed well.
3) Install new beds as
indicated.
4) Install two inches (2") of
rigid insulation over entire bed.
P.I.D. NO:
EXISTING
SEPTIC AREA
I
TH 2
PRIM
INSTALL 2 25 x
\1-1/2 VALVES 2' TO
— SEE DETAIL
PROPOSED 150
GAL. S.T.E.P. TAN
—110.0—
PROPOSED
4—BR HOUSE
INSULATE LINE
UNDER DRIVEWAY
pk
z
LTJ
0
J
0
FIELD
BED
UNDEVELOPED LOT
NO WELLS OR SEPTICS ESfiWx
E Dim
FIELD
WITHIN 200' 25' BED
DESIGN:
PERC RATE: 6-15 M 11
APPLICATION RATE: .8 GPD,
4 BR SINGLE FAMILY HOUSE
REO'D AREA: 1200
0.5 EFFT'V DEPTH 23' x 48'
EPARED FOR: PANNONE ENG. SVC, LLC
Aaron Wollrich P. 0. BOX 102954
16340 Golden View ANCHORAGE, ALASKA 99510
Anchorage, AK 99516 227-3522 P, 272-8218 Fax
632-1090
DATE: 6-30-2003 DESIGN
PERMIT No: DESIGN DETAILS
WASTEWATER ABSORPTION SYSTEM
LOT 7 BLOCK 6 MANN SUBDIVISION
NOTES:
1) ALL WORK SHALL BE PERFORMED
IN ACCORDANCE WITH, AND ALL MATERIALS
SHALL CONFORM TO, AMC15.65.
2) ADD A MINIMUM OF 2. OF R.I. OVER
ENTIRE BED.
3) MAINTAIN 30' SEPARATION FROM ALL imuffa
SLOPES GREATER THAN 25%.
1 ro
:n R. Pannone
CE 8149 _ _
R
TO Resam
nm - uric
VALVE DETAIL
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Aaron Wollrich
16340 Golden View
Anchorage, AK 99516
632-1090
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P.I.D. NO:
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IPannone Eng. Svc., LLC
P. 0. BOX 102954
ANCHORAGE, ALASKA 99510
972-8218. PHONE & FAX
SOILS LOG - PERCOLATION TEST
PANNONE ENGINEERING SERVICES
P.O. BOX 102954
ANCHORAGE, AK 99510
(907) 272-8218
PERFORMED FOR: Aaron Wollrich DATE PERFORMED: 5-19-03
LEGAL DESCRIPTION: lot 7 Block 6 Mann SID
TEST HOLE 1 SLOPE S PIJ
Iw awus loo'
FILL Gravel Fill
1 Brown Peat I
OR
2-
3-
4-
5-
6-
7-
8-
9-
10.
ll
12
13
14
15
0
I
16
rn
z 17
4
� 18
19
1 20
GP Poorly graded
Gravel W/Cobbles
8' MSA
BOH
TEST HOLE I
WAS GROUND WATER
C•J
4L
�° 49TM
d
81
0
ENCOUNTERED? YES
IF YES, AT WI IAT
DEPTH? -6-
TEST
HOLE
REPTF'ToWATER AFTER
MONITORING? -6.0
DATE: 5-26-03
ET
DEIME
W.6'10
W
5 1----
6 !10
5----
6-
18:51
1 10
1 5
PEROLATION RATE 11.0 (min/inch] PEKC
TEST RUN BEWTEEN 3 FT and 4 FT
COMMENTS: Test hole excavated by Dan Beeks Test Hole was presoaked before perc test.
NET
DROP
4
SOILS LOG - PERCOLATION TEST
PANNONE ENGINEERING SERVICES
P.O. BOX 102954
ANCHORAGE, AK 99510
(907) 272-8218
PERFORMED FOR: Aaron Wollrich DATE PERFORMED: 5-19-03
LEGAL DESCRIPTION:
Lot', Block' kq� cin
TEST HOLE 2
FILL Gravel Fill
1-
2-
3-
4-
S-
6-
7-
8-
9-
to -
it.
12
13
14
15
16
17
18
19
20
OR I Brown Peat
Grey Silt
w/ Sand
GPIPoorly graded
Gravel w/
Cobbles 8' MSA
Boil
492
F;
0
PEROLATION RATE 11 O (mtn/tncnl rnrcc n.,��..•�••�••-••••-••
TEST RUN BEWI•EEN 3 FT and 4 FT
COMMENTS: Test hole excavated by Dan Beeks Test Hole was presoaked before pert test.
\ ':1
.� ,--, -� � ,� •� syr .,�
January 10, 1986
TO: Permit Applicant
P. O. UX 6650
ANCHORAGE, ALA.IKA 99502 Gor;O
+9G'j �6�-dill
DEPARTMENT OF HEALTH 3 HUMAN SERVICES
Subject: Permit 11 850107
Lot 7 Block 6 Mann Subdivision 112
A permit issued by this Department for an individual well and/or on-site
sewer system has expired as of December 31, 1985.
Permits are issued on a calendar year basis by authority of Municipal
Ordinance. A new permit must be obtained from this Department for any
well and/or on-site sewer system not installed by the expiration date.
If you have drilled the well, a well log needs to be sent to this
Department for documentation of the installation and to close the permit.
If a private engineer inspected the installation of the on-site sewer system
the original as -built inspection report(three part form) must be sent to
this office for review and approval,and for documentation.
If there are any further questions, please call this office at 264-4720.
Sincerely,
Susan E. Oswalt
Program Manager
On-site Services
SEO/ljw
enc: Copy of Permit
N-
`�/.f �1
PERMIT NO:
DATE ISSUED:
APPLICANT:
ADDRESS:
CONTACT PHON
����������I, :I! li YJC� , 1! !F:i�li il 17 Ito 14q C7 1-1 TV 1717"ID F�]
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTIDN
825 L STREET, ANCHORAGE, AK 99501
264~472O
85S107
04/19/85
BILL LOVELACE TONY BARTER/
15140 CURVELL DRIVE
ANCHORAGEr AK 99516
345~1287
TAP F�T.. L. F"|EkAVI T^0
LEGAL
DESCRIP: SUBDIVISION: PT) N14
#2 LOT: 7 ' 8LOCk:
6
SECTION: 3 TOWNEHIP:
111 J RANGE: 3W
LOT SIZE:
450O0 /SQ,FT. OR
ACRES)
LOT LOCATION:
GOLDEN VIEW DRIVE
MAX BEDROOMS:
4
Listed below are the options available
to you in designing your se
fit. ic
system,
Choose the option that best
fits your site.
]F P'J
DEPT!A
TO PIPE BOTTOM (FIT .>
4.0 4..O
GRAVEL
DEPTH HFT,)
TOTAL
DEPTH (FT.)
4^5 6,0 ^
^
GRAVEL
WIDTH (FT">
20^0
5.0
GRAVEL
LENGTH (FT.)
38.0 7).0
GRAVEL
VOLUME (CU,YDS. )
28"2
`
32.5
TANK
SIZE (GALS) 1;250.0
SOIL
RATING (SQ.FF. /BR)
125 125
**
TANK MUST HAVE AT LEAST TWO
COMPARTMENTS
I certify
that:
1,
I am {amiliar with the requirements
�or on^site sewers and wells
as szt
forth by the Municipality of
Anchorags (MOA> and the State o[
Alask�.
2,
I will install the system in
accordance with all POA codzs and
regulations!j
and in compliance with the design
criLeria of this permit.
3,
I will adhereto all MOA and
State o{ Alaska requirements {or
the set back
distances �rom any existing
well, wastewater disposal system
or public
sewerage system on this or any
adjacent or nearby lot.
4.
I understand that this permit
is valid for a maximum o[ 4 bedrooms
and
any enlargoment will require
an additional permit.
IF A
LIFT STATION IS INSTALLED IN
AN AREA COVERED BY MOA BUILDING
CODES�
THEN
<1) AN ELECTRICAL PERMIT AND
IKSPECTION MUST BE OBTAINED; (2)
AS -Evil L7S
WILL
NOT BE APPROVED WITHOUT AN ELECTRICAL
lNSPECTION!
REPORT; AND
ON THE
ELECTRICAL
WORK MUST BE DOW: 3Y.A
|I�TRIFT P FrWUITM.
SIGNED DATE:
APPLICANT: BILL i U)VELACE TONY 8ARTER/
ISSUED BY DATE�
SOILS LOG r 0'7 MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 11
PERCOLATION
TEST
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG — PERCOLATION TEST
PERFORMED FOR: &// k..Je1.,-r= DATE PER FORMED:—V" — f (0 —as
LEGAL DESCRIPTION: p'/ / /I� iP / / t0.A(%.L .SieC % &%4 Rdl_
SLOPE SITE PLAN
1 *t-0eylFA1
R(rA�llc
2- —
_ t
3 0
G
4 6
5 - :6,
�; • GP - �a 5
6 o / a
9lie
10 •.6
o JnJ/{�J
11 WASG UN WATERY S
ENCOUNTER D? / L
h a. O
12 P w
,�'✓ E
IF YES, AT WHAT /1I
•'�" ' DEPTH? La
13 r , ; 4����\\\
y} ;�S OF ,,Al
14 • .••"•'�i q1�: Cross Net Depth to Net
��3QO. •.� Reading Date Time Time Water Drop
•
15 i :4 9LL ���
0 so 0060446490 1 40
16 R� - S
y D. Barter
17 �� Jl& :• CE 5130
�tlFo �RO'.....•N'N,��.•`
18 ��\\\V►���v
19
20
PERCOLATION RATE (minutes/inch)
TEST RUN BETWEEN FT AND m® FT
COMMENTS
PERFORMED BY:
72-008 (6/79)
CERTIFIED BY:
DATE: W -16—g5