HomeMy WebLinkAboutHULSE LT 3Hulse
Lot 3
#050-521-05
Municipality of Anchorage
Development Services Department
Bugdlrg Safety Division '
Onsite Water and Wastewater Program. 4700 Brag"St.
P.O. Box 196650 Anchorage, AK 99519-6650 Page I of
www d.enchorage.ak.us (907)3017904
ON-SITE WASTEWATER DISPOSAL SYSTEM ANDIOR WELL INSPECTION REPORT
Permit Number: 5 W rr/0215' PID Number: 05c, - '5ZJ — 05
N.ar Qe+,ni5 � TDLANSoL^
Wastewater System: C] New ®Upgrade
y4ve .
ABSORPTION FIELD
Plum Nunlrr of B-euom-
q o'1- (0-14- 9;94-75
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LEGAL DESCRIPTION
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BENCH MARK
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Inspections performed by: F.ocl Kinn[ — Dates: 1" 9'19'05 1�%,.••••.l�y 11�
Development Services Department Approval k ' ^ ►+ '' *tai
.:
✓
Conditional Approval Date: ` /J
Ro ey P. Kinney, Jr. •�.�, i
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Date' �� . J
Reviewed and approved by: t ��
(a« owe) �•\O��e
July 18, 2008
Municipality of Anchorage
Development Services Department
On -Site Water and Wastewater Program
4700 S. liragaw Street
Anchorage, Alaska 99519-6650
Attention: Ms. Deb Wockenfuss, Engineer
On -Site Water & Wastewater Program
Subject: MOA On-site Wastewater System
SW050275 Hulse Lot 3,
Final Inspection Report
Dear Ms. Wockenfuss:
Please consider this letter, including attachments, as the Final Inspection Report for the
subject on-site wastewater system. In accordance to AMC 15.65.150.F., this report
includes:
1. An as -built plan on 8 %2 byl 1 inch sheets.
2. An as -built profile on 8 %2 byl 1 inch sheet showing invert elevations of tank inlet
and outlet, invert elevation of the beginning and end of distribution pipes,
elevation of the ground surface, monitoring well bottom and description of the
elevation mark No water table was detected in the monitoring well.
3. Two distances (swing -tics) to one tank standpipe and one drainfield standpipe.
4. No additional soil logs. The soils did not differ upon which the permit was issued.
5. Justifications for departures from permit conditions see below.
6. Copies of all agreements required by AMC 15.65.040.D. — None obtained.
Special provisions for the permit issued August 10, 2005 included:
a. Maximum depth of the proposed absorption field shall not exceed 13 feet below
original grade at any point.
b. Additional soil test hole, percolation test and 7 -day ground monitoring shall be
conducted for reserve four bedroom absorption field at time on construction.
We have summarized your On-site Sewer/Well Submittal Comment Sheet items below
and provided our responses in italic:
✓1. Please review AMC 15.65.150. — Me have reviex•ed this section entitled
"Inspections of on-site disposal system installations ".
--f. The as -built site plan must be to scale. - The attached as -built site plan is to scale
and on 8'/: by 11 incl: sheets.
✓3. Swing ties are required. — Slicing ties are provided on the asbuilt site plan.
-4. Were the seepage pits/tank neat the house abandoned per code. — Yes.
✓5. Detail 2 on page 1 is not "As -built". — New as-buill sheets have been developed,
see attached.
MOA On-site Wastewater System
SW050275 Hulse Lot 3,
Final Inspection Report Page 2 of 2
v6. The profile shows the system at 16.5' below original grade
,A. AMC 15.65.060.A.2.B states that the bottom of the absorption area may
not be located within four feet of the seasonally high ground water table.
%B. AMC 15.65.060.A.2.0 states that the bottom of the absorption area may
not be located within six feet of bedrock or any other impermeable
barrier.—Asbuilt grades are shown in attached drawings. Svstent as
constructed meets referenced AAIC codes.
✓I. The tank inlet and outlet are the same! — Tank inlet acrd outlet elevations have
been revised to reflect a 4 itch differential elevation per tank supplier shop
drawing.
vk Further review will be necessary and additional comments may be made. — Noted.
,,-A field survey was completed this week for the horizontal and vertical location of the
system. With regards to Item 5, permit special provisions and Item 6 in your submittal
comment sheet, our asbuilt survey indicates that the bottom of the absorption field (deep
trench) has not exceeded 13 feet below the original grade, please reference the bottom of
monitoring tube elevation and bottom of test pit elevations in the attached asbuilt drawing
sheet 3.
,At the time of construction one additional test pit (TP -I1) was excavated at the alternate
absorption field site as indicated in the permit special provisions, see attached Soils Log -
Percolation Test report as provided to you in our previous submittal dated May 7, 2007.
Please call me at 694-2332 if you have any questions or need additional information.
Sincerely,
Rodncy . Kinney, Jr., P.E.
P. Kinney. Jr.
PERMIT NO.
PAGE 1 OF 3
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744
ON-SITE WASTE WATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
LEGAL LOT 3, BLOCK 4, HULSE ADDITION SUBDIVISION P.I.D. NO.
Cq TFS A �eNU f
5 � \
EXISTING WELL. \ \
TAM, TOP WELL \
/ CASING, EL.=101.21'1 \
LOT 3 _ \ \
1 EXISTING 4 \ \
BEDROOHOUSE \
RESERVECO6
/
LOCATION FOR S�
REPLACEMENT `sd' NEW 1250 GALLON
TRENCH. M T 1 q� CO 1 SEPTIC TANK
T -1J
TP -3J �� y� 4j3 ST1
* SOL' ST2
�� TP -2J 10' / �CO2
83.5 L.F. CO3
DEEP TRENCH, C05C04 —
SEE P GE 3. _
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C01 0+04.00
96.91'
CO2 0+61.79
93.15'
CO3 0+62.75
92.85'
C04 1+41.25
68.38'
C05 2+08.43
63.93'
C0612+92.751
64.01'
SCALE: 1"=60'
PERMIT N0. PAGE 2 OF 3
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744
ON—SITE WASTE WATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
LEGAL LOT 3, BLOCK 4, HULSE ADDITION SUBDIVISION P.I.D. N0.
102 SEWER LINE PROFILE
50.50 L. F:, ASSUMED BASIS :OF
a 4" SCH. 40 ELEVATION = 101.21'
in PVC 3034, (TOP 'OF WELL)
N GRADE= -6.5%
96 90.75.L.F.............
4" SCH. 40
-PVC 3034,
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72
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GRADE= -6.6% DEEP TRENCH
1+20 SEE PAGE 3
HORZ. SCALE: 1"=60' 2+40
VERT. SCALE: 1"=6'
.0
PERMIT NO.
PAGE 3 OF 3
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744
ON—SITE WASTE WATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
LEGAL LOT 3, BLOCK 4, HULSE ADDITION SUBDIVISION P.I.D. NO.
MT1
4" PERFORATED
PIPE (PERFS DOWN)
SLOPE= 0.0% �l
1
6"
GRAVEL
T
8'
GRAVEL
DEPTH
BELOW
PIPE
EL.=55.89'
C05 EL.=67.39'
C06 EL.=67.39'
f FINAL GRADE
FILTER FABRIC
C05 EL.=64.01'
C06 EL.=64.01'
SEWER ROCK
NOTE
NO GROUND WATER, BEDROCK, OR
IMPERMEABLE BARRIER FOUND TO
THE FOLLOWING ELEVATIONS
(BOTTOM OF TEST PIT): SCALE: NTS
TP -1J = 45.9'
TP -2J = 38.6' � OF AL
TP -3J = 34.2' !�, _.• .'•
TYPICAL END VIEW
TRENCH SECTION
Municipality of Anchorage
Development Services Department
Building Safety Division
OnSde Water and Wastevrater Program
4700 South Bragaw SL
P.O. Box 196650 Anchorage, AK 995116660
www ci anchorage sk us
(907)34337904
Soils Log - Percolation Test
mr
Pedoed For: D e n Mt s L tyt A /A- 3O N 4 v� Dale
Legal Description: H ,,1 S e- k d1 5ti b�l 1-3 Tovmship,
7'-35
Depth
�� I oQc4,A+i�S
5-
COMMENTS
TAN SAVOY
SiL-T f 7A+Acb 044,
WAS GROUND WATER
ENCOUNTERED? NO
e
F YES, AT WHAT DEPTH? -� L
O
0ep/hnaWring? r JDAIE e
Date9 ?-0�
A ••.
e
�• : Ro ey P. Kinn . Jr. ;
C E 7 1, _•���
Reading
Date
Gross Tine
Net Time
Depth to Water
Net Drop
1
°i.71
3;15
o,In
n"
3:45 ON
3,7 ,».
0 ..
-its r.
3
5-2I
9 :►5 h
so
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ti
s
4
g-zt
4s�+5
u„
C)
8"
PERCOLATION RATE , (mne.Ynth) PERC HOLE DIAMETER (p'
TEST RUN BETWEEN 8 FT AND '_FT
PERFORMEDBY: W, G " I P01 Llvrn CERTIFY THAT THIS TEST WASI
PERFORMED IN ACCORDANCE LL STATE AND MUNICIPAL GUIDELINES IN EFtECT ON THIS DATE. DATE: Z/ O�
3
I
E OF, A jq
A •.
Municipality of Anchorage F' '
Development Services Department /•
Building Safety Division • • • • • ' • ;
Onsite Water and Wastewater Program /r; • • v
4700 South Bra aw St % ef,•, Ro ey P. Kinn . Jr.
P.O. Box 196650 Anchorage, AK 9ZI9-6650 +•!'� �E 795 Y ,••�a',
0
www ci anchorage situs ' ]]J�
(907) 343-7904
�,�1�'�UFE
Soils Log - Percolation Test ---
Peftrmd For. D Qtn h 1 S 4 6,,%4 „Joh V1 ey Date Perfomred: 2e1 0
Legal Description: j..1 y I S e- k d 1 5,61 L3 Township, Range, Section: 7 I`f JJ , M1 (w t Sec 'Z 3
35
Depth
�= I pRL4iu/Lf
COMMENTS
TAN SANQr
Sits) 7AAei: ORGt,
WAS GROUND WATER
ENOOUNTERED7 ND
6
IF YES, AT WHAT DEPTH?
D•pthto WMar Afr•r D
Nn�E
Monitoring? R
Dale. 9 28 D$
33S
Reading
Date
Gross Time
Net Tune
Depth to Water
Net Drop
I
°I . ?.1
3.15
o ,
0..
Z
`f.ti
3 4S
3.0,.,7
0"
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3
5-z►
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so ,,,,
0-0
t H
PERCOLATION RATE r (m••x••nxr) PERC HOLE DIAMETER (p"
TEST RUN BETWEEN FT AND IT
PERFORMED BY: W, NBA I FOA e-I.�n CERTIFY THAT THIS TEST WAS/
PERFORMED IN ACCORDANCE WIT LL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 'meq' it -1(/D_7
1
���Ga, ..•A pry
Municipality of Anchorage R :`:..::.
Development Services Department
Building Safety Division • • • •' • • • ......
yt OnSde Water and Wastewater Program %I:. R dney P. Kinney, Jr. ;
4700 South Bragaw SL P '.
VC 79 P.O. Box 196650 Anchorage, AK 995196650 �✓Jf 7 U(907) 343 7904ci anchorage k us �,IL uiab!�_
Soils Log - Percolation Test I I
Performed For. D Q W W I S 1 L t ✓%,A e, I a L ✓14 mn Date Performed: f Z) / 0�
Legal Description: P t, I S e �.d1 Su �� ✓, 7 Township, Range, Section: T I`l tj , R I to i S cc Z7,
-F?-33-
Depth
�:-� I O A CAiANI L $
10-
11-
12-
13-
14-
15-
16-
0-
11-12-
13-
14-
15-16- J
17-
18 -
COMMENTS
WAS GROUND WATER
ENCOUNTERED? ND
b
F YES, AT WHAT DEPTH? L
0
Depth to Wntw Ar« NoA�F °
MonhoringT ti
Date 9 L11 Oy-
Reading
Date
Gross Time
Net Time
Depth to Water
Net trop
I
9'21
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Z
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TEST RUN BETWEEN FT AND�FT
PERFORMED BY: F�04 fJ""" I Fou. L,o,e-,j CERTIFY THAT THIS TESTWA
PERFORMED IN ACCORDANCE WITHALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 9 Z! O r
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MUNICIPALITY OF ANCHORAGE
Development Services Department II I
On -Site Water 8 Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Upgrade
Permit Number: SWO50275
Legal Description: HULSE LT 3
Design Engineer: 0833 Rodney P Kinney Associates, Inc.
Owner Name: DENNIS & LINDA JOHNSON
Owner Address: 25238 CATES AVENUE
EAGLE RIVER, AK 99577-9694
Date Issued: Aug 10, 2005
Expiration Date: Aug 10, 2006
Parcel ID: 050-521-05
Site Address: 025238 CATES AVE
Lot Size: 93092 SO. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
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 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.
5. The following special provisions.
a.) Maximum depth of proposed absorption field shall not exceed 13 feet below original grade at any point.
b.) Additional soil test hole, percolation test, and 7 -day groundwater monitoring shall be conducted for reserve
four-bedroom absorption field at time of construction.
Received By.
Issued By:
Date: & �/ o
Municipality of Anchorage
�• Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 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
Parcell.D. Permit Number SW
Propertyowner(s) Div r) Px, L IndA S l7hSo.n Day phone &qY- $N7$'
Mailing address 25 2 3 5 6o r_5 AU E. P_ AKZip Code C1V15-7-7
Site address '1S775 c. e S At)C Q Ak 11
Zip Code 9 S"11
Legal description (Lot, Block & Sub'd.) �-i U (S c Lof 3
Legal description (Section, Township & Range) TlyM , P—1 W < , y
Lot Size °130 2. Acres/Sq.Ft. Number of Bedrooms
THIS APPLICATION IS FOR:
Sewer Only 0 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 ani in accordance with applicable Municipal Codes.
(Signature of property owno'or authorized agent)
Permit/Rush Fees::W41 c(1 .Cx, Waiver Fees:
Date of Payment: — `7 1A -3 Date of Payment:
Receipt Number. 111 Receipt Number.
(Rev. 09/04)
August 10, 2005
Municipality of Anchorage
Development Services Department
On -Site Water and Wastewater Program
4700 S. Bragaw Street
Anchorage, Alaska 99519-6650
Attention: Ms. Julie Makela, P.E.
Subject: MOA Onsite Sewer Comments
Lot 3, Hulse Subdivision
Dear Ms. Makela:
Please reference our submittal dated July 22, 2005 and your comments dated July 28, 2005.
Attached for your review are:
1. Revised design drawings with stamp and original signature of engineer showing the
following changes:
a. Test hole locations (within 30 feet of any portion of trench),
b. Total depth of proposed trench below original grade,
c. Locations of well and sewer systems within 200 feet of proposed system,
d. Relocation of septic tank outside 100 feet well radius,
e. Sections of trench located on slope greater than 25 percent,
f. Reserve area for replacement trench and additional test pit
2. Revised test hole logs showing depth of percolation test and date of groundwater
measurements (7 -day monitoring),
3. Revised trench size calculations which delete the reduction factor (a reduction factor was
not used in to size the trench in the original submittal).
The house is currently a 3 bedroom house, however, the owner may construct an additional
bedroom. The proposed system has been design sufficiently for a three or a four bedroom house.
As discussed with you, the owner will be required to complete the additional test pit and
percolation test to obtain approval with the Municipality if a 4ih bedroom is constructed. I agree
that it would be to the owners benefit to complete the additional test pit during the construction of
the proposed system if he is considering to add a 4'" bedroom. We will notify the owner by copy
of this letter.
I appreciate your patience and assistance that you have provided. Please call me at 694-2332 if
you have any questions or need additional information.
Sincerely,
Rodney P. Kinney, Jr., P.E.
/ � I
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Dennis Johnson Lot 3, Hulse Subd.
Deep Trench Calculations
1 trench 8/9/2005
No. of Bedrooms: 4 beds
Pero Rate: 36 min./inch
Depth of Gravel Below Pipe: 48 ft.
Application Rate: 0.45 g.p.d./s.f. From Table 1
Area per Bedroom: 150 s.f./bed
Trench Width 3 ft.
Effective Gravel Depth 8 IL
Absorption Area
Number of Bedrooms x 150
Application Rate (GPD/Sq.FL from Table 1)
4 Bedrooms x 150
0.45 g.p.d./s.f.
Abso tion Area = 1331-------
--j
Trench Length 1E OF
Absorption Area ^!1Q:•' ' •. 1
2 x Gravel Depth
TH
= 1333.33 Sq. Ft. %•��• •�•�•��•��•
16 FL ...............
0'• Re ney P. Kinney. Jr. �•w
Trench Len th = 83.33 Ft. ,I�✓/�-, CE 797,5 •_�`��.�.
OF Al �1
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Municipality of Anchorage 1�*Z
NTIH �Development Services Department Building Safety Division On -Site Water and Wastewater Program .. ..............
4700 South Bragew SL P.O. Box 196650 Anchorage, AK 99519-6650Rd ney P. Kinney, Jr.:
www.muni.org/onsde if • CE 95/�� / . �•��
(907) 343-7904 +,j��t•� •B/ _'1 •' t'�`
Soils Log - Percolation Test I-//%%�it�o���
Performed For. _Il Qnrn 1 S 7TOen Sar• Date Performed: G /29 �oS i %►3 1 of
?—
Legal Description: H u 1 S !. 5t,6L. L 2i, Township, Range, Section: 'T)y 4, I R 1 W I Sec .
Slope Site Plan
TP— 1 3
Dept 25
(Feet)
1 -
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COMMENTS r-'1 HOm P—
WAS GROUND WATER
ENCOUNTERED? NO
a
IF YES, AT WHAT DEPTH? OA L
Depth to Water After • / . P
Monitoring? K1VA - a
D•(•: OLA/ -!r >i
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Reading
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Gross nme
5-
Depth to Water
Net Drop
6-)
7-
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8-
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AT Iqr
COMMENTS r-'1 HOm P—
WAS GROUND WATER
ENCOUNTERED? NO
a
IF YES, AT WHAT DEPTH? OA L
Depth to Water After • / . P
Monitoring? K1VA - a
D•(•: OLA/ -!r >i
'7),s/es # I
Reading
Date
Gross nme
Net Time
Depth to Water
Net Drop
I
1113 lal
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PERCOLATION RATE • t U (n..n..r.rr,l PERO HOLE DIAMETER
TEST RUN BETWEEN 9 FT AND 9 FT
iK- PEk•lop 7 "LA00wA•re/- -1117 Io<'
/ V 1 -
PERFORMED BY: q pYGNQ4r LGy f- n * v e . l Iiao 1. y �1 of 1•I [ N CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFF .,T ON THIS DATE. DATE: / I O
TP- 23"
Depth
12- ,Y Z.
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14-
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WAS GROUND WATER
ENCOUNTERED? N 11
a
IF YES. AT WHAT DEPTH? NA L
Depth to Wwwr After F
Mantt.ring? N O ty a
Daft: 1'S 0<
OF
j,— Rodney P. K(nnq, Jr.: W
TJ
Site
oI TFi f J
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Reading
Municipality of Anchorage
Gross Time
Development Services Department
Depth to Water
Building Safety Division
y2
On -Site Water and Wastewater Program
4700 South Bragaw St.
-1 1s 1 b�
z'.►S P.
P.O. Box 196650 Anchorage, AK 99519.6650
D •'
www.muni.org/onsite
(907) 343-7904
Soils Log - Percolation Test
Performed For. Der) h j S
J o i't 5 0 ✓1 Date Perk
Legal Description: 14LA ISA
[-
t, 1*J . �.. �J Township, Range, Section:
TP- 23"
Depth
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WAS GROUND WATER
ENCOUNTERED? N 11
a
IF YES. AT WHAT DEPTH? NA L
Depth to Wwwr After F
Mantt.ring? N O ty a
Daft: 1'S 0<
OF
j,— Rodney P. K(nnq, Jr.: W
TJ
Site
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Reading
Date
Gross Time
Net Time
Depth to Water
Net Drop
1
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COMMENTS -1 ko-,R- 51er ImMoD Q 1 r4,LO AJPW: 's r2 -7 �t7%.i lolr
1 1 1 -
PERFORMEDBY: Bt'G14Joty, V-.ey.Ls,ee .I god 1L+.hc... CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: -1 1 h,<
July 22, 2005
Municipality of Anchorage
Development Services Department
On -Site Water and Wastewater Program
4700 S. Bragaw Street
Anchorage, Alaska 99519-6650
Subject: Request for Review and Approval for
Onsite Wastewater
Lot 3, Hulse Subdivision
To Whom It May Concern:
We respectfully request your review and approval to construct the subject septic system.
Attached are:
1. A site plan with stamp and original signature of engineer.
2. Design and calculations with stamp and original signature of engineer.
3. Results of soils, percolation and water table test with stamp and original signature of
engineer.
4. $460.00 Check for Review Fee
A replacement of an existing onsite sewer system is proposed for a 3 -bedroom house. There is an
existing onsite well located west of the house and an existing sewer system located on the east
side of the house. The existing septic tank and related cleanouts are within 100 feet of the
existing well. Please note that the original sewer system was permitted, approved and installed in
1971 (GAAB Permit No. 1597). The system was also approved by the Municipality of
Anchorage, Department of Health and Environmental Protection in 1986 with this separation
distance. Attached are copies of these record documents.
The ground surface slopes and drains across the lot from north to south, varying approximately 19
to 31 percent. This drainage condition is to be maintained after construction is completed. The
proposed system has been designed based on the MOA handout for Deep Trench Requirements
and Specifications AMC 15.65, reference attached.
No groundwater or bedrock was detected at the time of excavation on July 29, 2005 or on June
13, 2005. Soil stratums were consistent above and below the proposed trench and no indications
of high (or perched) groundwater was observed.
We do not anticipate any impacts to adjacent properties.
Please call me at 694-2332 if you have any questions or need additional information
Sincerely,
gw� / 4/\
Rodney P. feinney, Jr., P.E.
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Development Services Department �•
Building Safety Division X.
• ..,
On Site Water and Wastewater Program / ,6^..
4700 South Bragaw St. J0, : ...'• '••.. ft
P.O. Box 196650 Anchorage, AK 99519-6650 � ��• Ro ney P. Kinney. Jr. .
www.munl.orgionsite �,.pJ� •, CE 91.755�1:���
(907) 343-7904 Ley'+
Soils Log - Percolation Test
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Performed For: _Ny ); S O k^ 90r Date Performed: L hq 1 o s7�j
Legal Description: H L. I -,,e SL, 6A. L ?:, Township, Range, Section: 7 14 ?J , 12 1 W , 5 e c- . a3
TP-
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`I
'1 IT .5
5.15 .,
3o rgrw
0"
5%4�
rENwunvN NATE —1 W (m.wanrncnl PERC HOLE DIAMETER (e_.
I , TEST RUN BETWEEN �T—FT AND FT
COMMENTS_ NON2 $'JAK. �p�Q.to,) nye ,"(A 00(7A 7'I?�p� e.- (, 1�-S of
PERFORMED BY: DYGrd4r [-GyGIn Iyl .I IGD I.I n„C CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFF N T ON THIS DATE. DATE: Z I O
Municipality of Anchorage
Development Services Department
Building Safety Division
Onsite Water and Wastewater Program
4700 South Bragaw SL
P.O. Box 196650 Anchorage, AK 99519-6650
www.muni.orgronsile
(907) 343-7904
Soils Log - Percolation Te:
Performed For, J 'NY) pl; 5 O%1 vi 5 o -M
Legal Description: PLA 15A SG tic% . I_3 Township,
TP- 2S
Date
Depth
Net Time
Depth to Water
(Feet)
FT AND
FT
COMMENTS q Ho41L- 70Ar /c/NOD
hie
1_
ti...
O�AAII LS
2-
TAIL)
..
SAA)DY StL.T
WI -14 OALAA 141
19 -
GREY
511.TY Shit)
ANP 64P: VEI-
S*TrOA+ D4'
'TES'! PIT
ArT 1°I'
WAS GROUND WATER
ENCOUNTERED? N U
IF YES, AT WHAT DEPTH? _NA
Depth to Water Agar
IAordtcriny? N c KA -
Date: / I'S1O i
Reading
Date
Gross Time
Net Time
Depth to Water
Net Drop
FT AND
FT
COMMENTS q Ho41L- 70Ar /c/NOD
hie
Gto4MDWA2FR
11
I /r7/rS w (e1 1 of
I
-11 11 a )
-1 * s .»
D ti+..
..
3
-1113 1 a -f
'S' Is ..
i0..:
0..
1S/16r.
'1
'7 I S o )�
3: 4 5 w
-SO �.:
D..
r5/1 1. r.
5
1 13 r1
`I :IS a.,
�r%Iti.N
0�
15 A ..
PERCOLATION RATE
3L
PERC HOLE DIAMETER b,•
TEST RUN BETWEEN
FT AND
FT
COMMENTS q Ho41L- 70Ar /c/NOD
hie
Gto4MDWA2FR
11
I /r7/rS w (e1 1 of
PERFORMED BY: prGv%J a" I -r ✓ r.L # e e . I PL -DA YA" C " CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFF T ON THIS DATE. DATE: e i
Dennis Johnson Lot 3, Hulse Subd.
Deep Trench Calculations
1 trench
No. of Bedrooms:
4 beds
Perc Rate:
36 min./inch
Depth of Gravel Below Pipe:
48 ft.
Length Reduction Factor.
0.5
Application Rate:
0.45 g.p.d./s.f.
Area per Bedroom:
150 s.f./bed
Trench Width
3 fL
Effective Gravel Depth
8 IL
Absorption Area
7/21/2005
From Table 1
Number of Bedrooms x 150
Application Rate (GPD/Sq.FL from Table 1)
4 Bedrooms x 150
0.45 g.p.d./s.f.
Absorption Area = 1333.33 Sq. Ft
Trench Length
Absorption Area
2 x Gravel Depth
1333.33 Sq. Ft.
16 Ft
Trench Length = 83.33 FL
IV. MUNICIPALITY OF ANCHORAGE
DIVISION OF ENVIRONMENTAL HEALTH
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
APPLICATION FOR HEALTH AUTHORITY APPROVAL CERTIFICATE
1. General Information
Application Date
(a) Legal Description include lot, block, su division, section, township, range)
Lc�+ 'T"ra �� 14v1sa SJb �tw ��4 R'w 5
Location (address or directions)
Ho
A94 2264Business 694 cA75
(b) Applicants Name _bQn6%& TO1mSOn Telephone
-
Applicants Address .. I P tp r Aq q ;7
(c) Applicant is (check one) Lending Institution ; Owner/builder ;
Buyer ; Other F__1 (explain);
a cjY,�ha. u; C Telephone
(d) Lending Institution - i �'�,1z�,•�ra� ink
Address
(e) Real Estate Co. & Agent N
Address
Telephone
(f) Mail the HAA to the following address:
140 U.
2. Type of Residence
Single -Family Multi -Family Other (describe)
Number of Bedrooms 3
3. Water Supply
Individual Well Ct Community Public
Note: If community well system, must have written confirmation from the State
Department of Environmental Conservation attesting to the legality and status.
4. Sewage Disposal
Onsite Public Community Holding Tank
Note: If community well system, must have written confirmation from the State
Department of Environmental Conservation attesting to the legality and status.
[Page 1 of 21
5. En ineerin Firm Providin Inspections Tests File Search Data and Information
As certified by my seal affixed hereto and as of the validation date shown below, I
verify that my investigation of this Health Authority Approval shows that the on-site
water supply and/or wastewater disposal system is safe, functional and adequate for
the number of bedrooms and type of structure indicated herein. I further verify that,
based on the information obtained from the Municipality of Anchorage files and from my
investigation and inspection, the on --site water supply and/or wastewater disposal
system is in compliance with all Municipal and State codes, ordinances, and regula-
tions in effect on the date of this inspection.
Name of Firm ;<%fuC��r� �G'i'� Telephone >4G-ZrrY_3
Address
Date 15" -"
Lt's aCT �STAC+bClSARt.FNmn. Rb MG
f40.173Y•@
Juno 22, 1968
6. DHEP Approval
Approved for 7,6_o3 bedrooms d�yFA )w7
Approved _-.?S4_' Disapproved
Terms of Conditional Approval
CAUTION
A$
A'
Date v��•21/aka
' _
Conditional
t
THE MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
(DHEP) ISSUES HEALTH AUTHORITY APPROVAL CERTIFICATES BASED SOLELY UPON THE REPRESENT-
ATIONS GIVEN IN PARAGRAPH 5 ABOVE BY AN INDEPENDENT PROFESSIONAL ENGINEER REGISTERED
IN THE STATE OF ALASKA. THE DHEP DOES THIS AS A COURTESY TO PURCHASERS OF HOMES AND
THEIR LENDING .INSTITUTIONS IN ORDER TO SATISFY CERTAIN FEDERAL AND STATE REQUIRE-
MENTS. EMPLOYEES OF DHEP DO NOT CONDUCT 6INSP4jjIONS OR ANALYZE DATA BEFORE A
CERTIFICATE IS ISSUED. THE MUNICIPALITY OF ANOHAGE IS NOT RESPONSIBLE FOR ERRORS
OR OMISSIONS IN THE PROFESSIONAL ENGINEER'S WORK.
(DHEP SEAL)
RR4/ej/D18
[Page 2 of 21
7-19-84
MUNICIPALITY OF ANCHORAGE
DEPT. OF HEALTH 8,
ENVIRONMENTAL PROTECTION MUNICIPALITY OF ANCHORAGE (MOA)
(v,AY 1 HEALTH AUTHORITY APPROVAL (HAA)
CHECKLIST - FEBRUARY 1984
A. WE�'DA�, i-V_E Legal Description: LofSTraai�A �yIS�Svb
DAT Nw/4523Ti+(N ei\J S M'
Well Classification tpriva`e If A, B. or C. D.E.C. Approved(Y/N)
Well Log Present (Y/N) y Date Completed Z5 Ayq 1971 Yield 3•$
Total Depth 1 SZ Cased to ZOO Depth of Grouting
VZAK
Static Water Level 4�1 t At — -- -
Casing Height Above Ground 4 S'' Sanitary Seal on Casing (Y/N)`
Electrical Wiring in Conduit (Y/N) Depression Around Wellhead (Y/N)N
Separation Distances from Well:
To Septic/Holding Tank on Lot -7S�- ; On Adjoining Lots lco F
To Nearest Edge of Absorption Field on Lot ►col+ On Adjoining Lots 106'4 -
To Nearest Public Sewer Line)A To Nearest Public Sewer
Cleanout/Manhole fy p� To Nearest Sewer Service Lina on Lot
Water Sample Collected By C a (ams ; Date
Water Sample Test Results Z>+�Z AgA
Comments wejojrj ll(j 4�+o l e4"c:- 00 zd -se-e z4zC1^¢8 WeA 109.
B. SEPTIC/HOLDING TANK DATA
Date Installed AL)g 1971 Size 1000 q No. of Compartments
Standpipes (YIN) �� _- Air -tight Caps (Y/N) y Foundation Cleanout
Depression over Tank (Y/N) F-1 Date Last Pumped
Pumping/Maintenancp Contract on File (Y/N),tJq ; for
Holding Tank High -Water Alarm (Y/N) N A Temporary Holding Tank Permit (Y/N)4M
Separation Distances from Septic/Holding Tank:
To Water -Supply Well '77 1 _ To Building Foundation
To Property Line ' To Disposal Field 1001+
To Water Main/Service Line To Stream, Pond, Lake, or Major Drainage
Course -
Com vents 5tis4e», i ^SAPIled ,Aub 1971 undLr,. G-689 v ih 1537
Receipt # Ll
Date Paid:
Amount:
[Page 1 of 2] 2-15-84
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata 190 SC Type of System Design Crib
Date Installed A -ug 1.9-71 Length of Field Z
Width of Field 1!0 Depth of Field
Gravel Bed Thickness
Square Feet of Absorption Area 4114 5 Standpipes Present (Y/N) Y
Depression over Field (Y/N) Date of Last Adequacy Test
Results of Last Adequacy Test 6±e4U24e � 3 ra�r,, hv�se
Separation Distance from Absorption Field:
To Water -Supply Well j0,=)'4- To Property Line zo
To Building Foundation 8S' To Existing or Abandoned System on
Lot N A ; On Adjoining Lots IC01+
To Water Main/Service Line k&+ To Cutbank(if present) N A
To Stream/Pond/Lake/or Major Drainage Course N PI
To Driveway, Parking Area, or Vehicle Storage Area 150'
Comments SL12!e = insA all eot %uca 1911 Lj� e,. CrPrR3 pPnw �1- 1591. s s�1S-iem
D. LIFT STATION
Date Installed N Dimensions
Size in Gallons Manhole/Access(Y
"Pump On" Level at "Pump Off" Level t
High Water Alarm Level at Vent Y/N)
Tested for Pumping Cycles Burin Adequacy Zest. Meets MDA
Electrical Codes(YM)
Comments
** Check Permitted Bedroan Rating Against HAA Request **
I certify that I have checked, verified, or conformed to all MOA"HAAS% in effect
on the date of this inspection.
PotP•(..w++cps+"
Signed — CG &=4e 0��_`,,�. Date 6 �*
Company, s -kwc��+ ��y� tnc r MOA No. �sl 8� "Z3 •• •• •
KB1/d5/5 %��.' NO. V32 -E
Jww 22,1968
CONAL
[Page 2 of 21
2-15-84
l
/v
GAAB,HD.I G ER ANCHORAGE AREA BORON -
D r TM
ENT OF ENVIRONMENTAL QUALII
3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 279.8686
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
c
LOCATION tri✓
SEPTIC TANK:
LEGAL
MAILING������ -PHONE-
ADDRESS /I G
nr,zr DIDTlnt,l 4O/ e fe'
�� NUMBER OF I
DISTANCE FROM W LZ0"lr:l/:lA4'?l MATERIAL ` COMPARTMENTS -
DISTANCE
fCf/ `y /_i7� UZ 4 %414S LIQUID
LIQUID CAPACITY ®40 GALLONS. INSIDE LENGTH INSIDE WIDTH-DEPTH-
LEGAL
IDTH DEPTH
SEEPAGE SYSTEM: SEEPAGE PIT
NUMBER OF PI
LINING MATERI
G. Q o s
NEAREST LOT LINE �
TILE DRAIN FIELD:
DISTANCE FROM W
LINES
ABSORPTION A
OUTSIDE DIAMETER OR WIDTH LENGTH / DEPTH
-:
,,
DISTANCE FRL
/��rYY1
OM rh IyHN-t"l '" ,BUILDING FOUNDATION
/ /
TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) SQ. FL
BETWEEN LINES
SQ. FT. LENGTH OF EACH LINE
NEAREST LOT LIN
TRENCH WIDTH
TOTAL LENGTH
OF LINES
IN. TOTAL
DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE IN. ACUVC IILC
{r �// DISTANCE FROM WATER
WELL: TYPE ")� -P L'YIII DEPTH ,BUILDING FOUNDATION. SAMPLE , NEAREST
NEAREST SEPTIC SEEPAGE/
SEEPAGE/YP�OTHER
�Qy
LOT LINE SEWER LINE , TANK �T , SYSTEM y;yp SSPOOL , SOURCES_
DIAGRAM OF SYSTEM
DISTANCES:
GRE, i"tR ANCHORAGE AREA B0F a GH ����yJ��
DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT NO.
3500 TUDOR ROAD POUCH 6-650
ANCHORAGE, ALASKA 99502
TELEPHONE 279.8686
SEWAGE DISPOSAL SYSTEM - APPLICATION AND PERMIT
/
e -17N �.� --�
NAME OF APPLICANT ddrMAILING ADDRESS V /K: Aa. � "" �•""_E
INSTALLATION LOCATION,
LEGAL DESCRIPTION 4 0 4 X ' SL4-44e 01
INSTALLATION OF: SEPTIC TANK SEEPAGE PIT (! DRAIN FIELD , OTHER
TYPE AND SIZE OF FACILITY TO BE SERVED
,ate bd
FINANCED THROUGH OI BE STALLED BY
SOIL TEST RESULTS 14�" /Y ,��' ✓ - NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST
0r� �,v
COMPLETION DATE ANTICIPATED
FINAL INSPECTION: 24. HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECUTION.
SEPTIC TANK SIZE
TYPE
MINIMUM DISTANCES, REQUIREMENTS
FOUNDATION TO SEPTIC TANK
FOUNDATION TO SEEPAGE PIT
SEPTIC TANK TO SEEPAGE PIT WALL
SEPTIC TANK SEEPAGE PIT
TO NEAREST LOT LINE.
WELL TO SEPTIC TANK
DRAIN FIELD
WATER MAIN TO SEPTIC TANK
DRAIN FIELD .
SEPTIC TANK, SEEPAGE PIT
TO RIVER, LAKE, STREAM.
SEEPAGE AREA SIZE
, DRAIN FIELD
DRAIN FIELD
SEEPAGE PIT
ALSO CONSIDER AREA WELLS.
SEEPAGE PIT
. DRAIN FIELD
CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION 5 FEET INTO UNDISTURBED SOIL.
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT
FITTED WITH AIRTIGHT REMOVABLE CAPS.
GRAVEL BACKFILL
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION.
r r
A HORITY
•-
•ILNSED DESIGNER
TYPE
DIAGRAM OF SYSTEM
1 CERTIFY THAT 1 AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28.68 AND THAT THE ABOVE
DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE.
DATE APPLICANT'S SIGNATURE
CREATER ANCHORA'- AREA Bc)-f'�f
HEALTH Dh;PARTMENT CASE d
32" EAGLE c;TRFET
ANCHORAGZFs ALASKA 995o1
Performed For Dennis Johnson Dat e Performed
Leg,U. Descriptlon� �Lot 7— �— 7LI9171
"UOCK SUb(1.11.!'-;
slon"Tract A" - I�Ul -S----d----
This Form Reports- a�. S-12—
n,j-js
F�erc,,:)5�tjon Tes-z:
Depth
Feet
soll Char'l-ter"
J-9tics
Loose gray sandy, silty
gravel with scattered
2 cobbles (GM)
3 with occasional sand seams
4
5
6
7
8
9
Location Sketch
Was Ground Water Encountered? no
I'F Yes, At What Depth.—. --
Proposed lnstal:fcl�tlon; Seepage Frit X Drain Meld
DeptYi Of Tr et !'1ep7rA TO BottomOfPit Or
Test
Data Certified By:National Testing Services, Inc.
Date:
Well pumping test at ft =gallons per ([) (minute) for hours with__�+'F
of drawdown from static level
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t
mid fmg1grev*
M -W DRILLING, Inc.
P 0. Box 4-1728 ; • 2811 Dawson
'
A C 907-279-1741
ALASKA 99509,_.,1:
..ANCHORAGE,
Well pumping test at ft =gallons per ([) (minute) for hours with__�+'F
of drawdown from static level
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t
mid fmg1grev*