HomeMy WebLinkAboutVALLEY VIEW ESTATES #1 BLK 1 LT 5Valley View
Estates #1
Block 1
Lot 5
#050-521-64
Municipality of Anchorage o
Development Services Department
Building Safety Division : dy
On -Site Water & Wastewater Program, 4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us (907) 343-7904 Page 1 of 3
On -Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: SWO10300 PID Number. 050-521-64
Name` Wastewater System: ■ New ❑ Upgrade
KIRBY SENDEN Y pg
Address:
7300 ALATNA AVENUE * ANCHORAGE, AK 99516 ABSORPTION FIELD
Phone: No. of Bedrooms:
(907) 245-3580 3 ❑ Deep Trench ■ Shallow Trench ❑ Bed O Mound 13 Other
son Rating: Total Depth from original grads:
LEGAL DESCRIPTION 0.6 GPD/sq. It 7' MAX. It
Block: Lot: Subdivision: Depth b pips bottom from original grade: Gravel depth beneath pips:
1 5 VALLEY VIEW ESTATES"( 3' MAX. FL 4.0 Ft.
Township: Range: Section: FlII added above original grade: Growl length:
— — SEE DWG. Ft. 82 TOTAL (2 ® 41)F,
Gravel width: Number of lines: Distance betesen lines:
WELL: ❑ New ❑ Upgrade 5 Ft. 2 + 10+ FL
Classification (Private, A,B,C} Total De Cased To: Total absorption area: Pipe material:
Ft. 820 so, Ft. D 3034/ F-810
DAllsr. //� Date Drilled: Static Water Level: Installer. Dots Installed -
Ft. SOUTHFORK CONST. 910-12/2001
Yield:I Pump Set At: ICasing Height Above around: TANK
GPM FL Ft
SEPARATION DISTANCES aseptic E3Holding ■S.T.E.P. 13Other
To Septio Absorption Lift Holding Publio/Privote Manufacturer. Capacity in gallons:
From Tank Field Station Tank sewer Una ANCHORAGE TANK 1250
Material: Number of comportments:
Well 100'+ 100'+ 100'+ — 25'+ STEEL 2
Surface Water 100'+ 100'+ 100'+ — — LIFT STATION
SM in gallons: Manufacturer.
Lot Line 5'+ 10'+ 5'+ — — 1250 ANCHORAGE TANK/ORENCO SYSTEMS
'Pump ea" level at- "Pump off level at: (High water alarm at:
Foundation 5'+ 10'+ 5'+ — — 41 " 41 " 46"
Curtain Drain • NONE KNOWS! Pump Maks & Model: Bectrlcal Inspections performed by:
#20 OSI 05 HHF M.O.A.
Remarks: BENCH MARK
Locaffon and Description:
1. TOP OF CMU FOUNDATION NEAR FRONT OF HOUSE
2. TOP OF MANHOLE
Inspections performed by: AKWWC, INC. Dates: 1st 9/10/2001
2nd 9/11/2001
3rd 9/12/2001
Development Siprvices Department Approval
Reviewed and approved by: Date: /Z1 1a1&7 --
(Rev. 12/01) yr
Assumed Elewtion:
1.) 100.00 / 2.) 101.98 FL
ENGINEER'SSEAL P
i � v vel
.. 9 7. _....'�'
CEJ7953
PERMIT NUMBER
SW010300 : AS -BUILT DRAWING
1�7d1R1T
NEW DRAINFIELDS
PARCEL ID NUMBER:
050-521-64
J
ALTERNATE SITE WILL
i \ REQUIRE THE USE OF AN
ALTERNATIVE TYPE SYSTEM
-- NEW 1250 .ON
S.T.E.P. TANK
V /
. \y
5
/ r EXISTING
WELL /
---••.... _ `� / �o'=un yr
DATE:
8/29/2002 0G"
DRAWN BY: p
ALASKA WATER & WASTEWATER C.J.G.
CONSULTANTS, INC.
6901 DEBARR ROAD, SUITE W ANCHORAGE, AK 99504' PHONE (907)337-6179 • FAX (907)338-3246 1 n — 40'
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
KIRBY SENDEN (907) 345-3580 2 OF 3
LEGAL DESCRIPTION: OQ W
VALLEY VIEW ESTATES SUBDIVISION V�09Ij"Rfe
TYPE OF WORK: u�lQOe
AS -BUILT DRAWING OF NEW SEPTIC SYSTEM
/... ..............
1;y A. Ga ess.:
CE -7 , ti�Ada'
pro f esslo�°bo
A
B
ST1
71.56
53.63
ST2
77.21
59.60
MH
78.93
61.27
MT1
59.88
66.93
MT2
93.43
91.37
MT3
74.94
84.56
MT4
103.63
104.84
1�7d1R1T
NEW DRAINFIELDS
PARCEL ID NUMBER:
050-521-64
J
ALTERNATE SITE WILL
i \ REQUIRE THE USE OF AN
ALTERNATIVE TYPE SYSTEM
-- NEW 1250 .ON
S.T.E.P. TANK
V /
. \y
5
/ r EXISTING
WELL /
---••.... _ `� / �o'=un yr
DATE:
8/29/2002 0G"
DRAWN BY: p
ALASKA WATER & WASTEWATER C.J.G.
CONSULTANTS, INC.
6901 DEBARR ROAD, SUITE W ANCHORAGE, AK 99504' PHONE (907)337-6179 • FAX (907)338-3246 1 n — 40'
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
KIRBY SENDEN (907) 345-3580 2 OF 3
LEGAL DESCRIPTION: OQ W
VALLEY VIEW ESTATES SUBDIVISION V�09Ij"Rfe
TYPE OF WORK: u�lQOe
AS -BUILT DRAWING OF NEW SEPTIC SYSTEM
/... ..............
1;y A. Ga ess.:
CE -7 , ti�Ada'
pro f esslo�°bo
PERMIT NUMBER
SWOI030000: AS -BUILT DRAWING
SW01
FINAL GRADE -
100.42 (AVG.)
TOP OF TANK ST1 ST2 CMN----�
AT INLET - 96.47
222
�Y
1
INVERT OF BUNG NEW 1250 GALLON
AT INLET - 96.07 S.T.E.P. TANK
INOTE. THE DISTRIBUTION LINES ARE 1.25 INCH
SCH. 40 PVC WITH 1/4 INCH HOLES SPACED
2.5 FEET ON CENTER.
MT
B
FILTER FABRIC
U
FINAL GRADE -
127.31 (AVG.)
PARCEL ID NUMBER:
050-521-64
TOP OF TANK
AT OUTLET - 96.37
f
INVERT OF BUNG
AT OUTLET - 95.95
MT
B FINAL GRADE -
131.91-133.36
ORIGINAL GRADE
FILTER FABRIC �- 130.17-131.67
4'
1
INVERT OF PIPE
- 124.15 (AVG.)
10'
-BOTTOM OF TRENCH
- 120.13 (AVG.)
ALASKA WATER & WASTEWATER
Tr. CONSULTANTS, INC.
6901 DEBARR ROAD. SUITE 2B - ANCHORAGE, AK 99504 • PHONE (907)337-6179 • FAX (907)338-3246
PREPARED FOR: PHONE NUMBER:
KIRBY SENDEN (907) 345-3580
LEGAL DESCRIPTION:
VALLEY VIEW ESTATES SUBDIVISION; LOT 5, BLOCK 1
TYPE OF WORK:
PROFILE AS—BUILT DRAWING OF NEW SEPTIC SYSTEM
f---5'-�
DATE:
8/29/2002
DRAWN BY:
C.J.G.
SCALE:
N.T.S.
PAGE NUMBER:
3OF3
INVERT OF PIPE
- 128.64 (AVG.)
-BOTTOM OF
TRENCH -
124.67 (AVG.)
4 . ....
A. ss.
14popq '-7953 ,•' \c�°G
,
•~i�i
i�i�i'i�s i4� '�
•
:
�f •Af�i�lff�.�f�±.
1R1RR
RRIRRRIRRRRRRRRRRRR
RRRRR
lRiNiNi RR�R�RIRIR�
RRRRR..
RR•R.
fR,RRRRRRRRRRRRRRRR
1R,R,RRRRR►R,R,RRR,
..............
RRRRR
RR,RIRRR1R1R1RiffRR
PARCEL ID NUMBER:
050-521-64
TOP OF TANK
AT OUTLET - 96.37
f
INVERT OF BUNG
AT OUTLET - 95.95
MT
B FINAL GRADE -
131.91-133.36
ORIGINAL GRADE
FILTER FABRIC �- 130.17-131.67
4'
1
INVERT OF PIPE
- 124.15 (AVG.)
10'
-BOTTOM OF TRENCH
- 120.13 (AVG.)
ALASKA WATER & WASTEWATER
Tr. CONSULTANTS, INC.
6901 DEBARR ROAD. SUITE 2B - ANCHORAGE, AK 99504 • PHONE (907)337-6179 • FAX (907)338-3246
PREPARED FOR: PHONE NUMBER:
KIRBY SENDEN (907) 345-3580
LEGAL DESCRIPTION:
VALLEY VIEW ESTATES SUBDIVISION; LOT 5, BLOCK 1
TYPE OF WORK:
PROFILE AS—BUILT DRAWING OF NEW SEPTIC SYSTEM
f---5'-�
DATE:
8/29/2002
DRAWN BY:
C.J.G.
SCALE:
N.T.S.
PAGE NUMBER:
3OF3
INVERT OF PIPE
- 128.64 (AVG.)
-BOTTOM OF
TRENCH -
124.67 (AVG.)
4 . ....
A. ss.
14popq '-7953 ,•' \c�°G
ALASKA WATER & WASTEWATER
C C) N S U LTAN TS , INC..
December 18, 2002
Municipality of Anchorage
Development Service Department
Building Safety Division
On -Site Water & Wastewater Program
P.O. Box 196650
Anchorage, Alaska 99519-6650
Ref: Slope Concerns regarding Valley View Estates Subdivision, Lot 1, Block 5.
Attention Joe Goodall:
Dear Mr. Goodall,
This letter is in regards to the "pink" slip you issued regarding the referenced property on
11/1/02. The excavator has since corrected the deficiency and we have confirmed that no slopes
greater than 25 percent exist within 35 feet from the downhill side of the lower trench. Attached
are photos showing the final grades.
If you have apVc�uestions, please contact us at 337-6179. Thank you for your assistance.
P.E., M.S.
6901 Debarr Road, Suite 2B * Anchorage, AK 99504
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com
MUNICIPALITY OF ANCHORAGE
Development Services Department
On -Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Initial
Permit Number: SWO10300
Legal Description`. VALLEY VIEW ESTATES #1 BLK 1 LT 5
Design Engineer: 0041 AK Water & Wastewater Consultant
Owner Name: Kirby Senden
Owner Address: 7300 Alatna Dr.
ANCHORAGE , AK 99516-0000
Date Issued: Aug 03, 2001
Expiration Date: Aug 03, 2002
Parcel ID: 050-521-64
Site Address:
Lot Size: 69381 SQ. FT.
Total Bedrooms: 3 Permit Bedrooms: 3
This permit is for the construction of:
❑� Disposal Field U Septic Tank ❑ Holding Tank D 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.
Received By:
Issued By:
Date:
Date: fV /
Municipality of Anchorage
Development Services Department
Building Safety Division
On -Site Water & 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. 05-a -n 5D-1 — ('a vl Permit Number 5wOI Q
Property owner(s) KIRBY SENDEN Day phone 345-3580
Mailing address (1) 7300 ALATNA AVENUE * ANCHORAGE. AK 99516
Mailing address (2) Zip Code
'sem-I�s�* I
Legal description (Lot, Block & Sub'd.) VALLEY VIEWVSUBDIVISION: LOT 5. BLOCK 1.
Legal description (Section, Township & Range) N/A
Lot Size /oq I -5q ( Acres/Sq.Ft. Number of Bedrooms 3
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.
ALASKA WATER & WASTEWATER CONSULTANTS, INC.
(Signature of proporty ownor or authorizod agont)
Permit Fees: Ah Sao • o0
Date of Payment: 71 a(a1 O (
Receipt Number: 778$
Waiver Fees;
Date of Payment:
Receipt Number:
ALASKA WATER & WASTEWATER
CONSULTANTS, INC. a
July 26, 2001
Municipality of Anchorage
Development Services Department
On -Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, Ak 99519-6650
Ref: Proposed Septic System Design for Lot 5, Block 1, Valley View Subdivision
To whom it may concern:
The proposed 3 bedroom house is served by a private well and will be served by a private septic
system. A test hole was excavated in the area for the proposed septic system. The septic system
will be designed around the 30 foot radius of this test hole. We are proposing that a 1250 gallon
S.T.E.P. tank and dual five foot wide pressurized drainfields be installed. Comments regarding
the proposed design are summarized as follows:
1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring
and the percolation test results. It is our opinion that an application rate of 0.6 gallons/day/ft
should be used.
2. TRENCH DESIGN:
a. Percolation Rate: 20 minutes/inch
b. Allowable Application Rate: 0.6 gallons/day/ft2
c. Number of Bedrooms: 3
d. Design Flow: 450 gallons per day
e. Minimum Absorption Area: 750 ft2
f. Total Depth: 7 feet (maximum - on uphill side)
g. Effective Depth: 4 feet
h. Width: 5 feet
i. Reduction Factor: 0.50
j. Minimum Length: 2 @ 40 feet lon� each (80 feet total length)
k Effective absorption area = 800 ft
Note: the distribution line is to be 1-1/4 inch diameter SCH. 40 pvc with 1/4 inch diameter holes
spaced every 2.5 feet on center ( 15 holes per lateral - 30 holes total).
6901 Debarr Road, Suite 2B * Anchorage, AK 99504
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com
3. ' SURFACE WATERS: There are no surface waters within 100 feet of the proposed
upgrade.
4. TOPOGRAPHY: The area for the proposed drainfields is a 15 to 25 percent running
approximately northeast to southwest; in short, there are no slope concerns.
We are unaware of any adverse impacts this installation would have on adjacent wells or septic
systems. If you have any questions, please contact us at 337-6179. Thank you for your
assistance.
Sincerely.
1
qeA.
V
G ess, .E., M.S.
t
NOTE: Attached is a site plan drawing, a design drawing, a detail drawing, two soils log, and a
7 page construction specification letter which are all part of the design package for this septic
system.
6901 Debarr Road, Suite 2B * Anchorage, AK 99504
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com
VALLEY VIEW ESTATES S/D #1;
TRACT 2,
VALLEY VIEW ESTATES S/D 0;
TRACT 3,
^W__ CRYSTAL CREEK-------
TH#1
ALTERNATE SITE
VALLEY VIEW ESTATES S/D #1; `
LOT 4, BLOCK 1, `
% TEST HOLE
/ PERFORMED
/ BY S&S ENG.
t
I
1
VALLEY VIEW ESTATES S/D #1;
LOT 2, BLOCK 1,
SEPTIC SYSTEM
PAGE 2 OF 3)
3 BEDROOM
HOUSE
`\
�\
VALLEY VIEW ESTATES S/D #1;
\
_ , LOT 6, BLOCK 1,
oos /Y
J
t �
! /
A
PROPOSED
/ WELL
VALLEY VIEW ESTATES S/D #1; \ ;
LOT 1A, BLOCK 1,
�CAD
\
i
VALLEY VIEW ESTATES S/D #1;
LOT 15, BLOCK 1,
i ��RPTIC
Ile
7/30/2001
l `` �,J•.• ,•V
DRAWN BY:>' +i�
C.J.G.
ALASKA WATER. & WASTEWATER �;: c T y�'
CONSULTANTS, INC �.-�� w°��� SCALE:
' ..........
6901 DEBARR ROAD, SUITE ZB •ANCHORAGE, AK 99504 •PHONE (907),537-6179 •FAX (907)336-3246 1" = 100 • '
PREPARED FOR PHONE NUMBER: PAGE NUMBER: r�
KIRBY SENDEN 345-3580 1 OF 3fr ;y'A ' G n s
LEGAL DESCRIPTION: �(;�r pr 7953 0�
VALLEY VIEW ESTATES SUBDIVISION; LOT 5, BLOCK 1, n^'' •v �o`y>
TYPE OF WORK: 4yveaprofessto�°�_='
SITE PLAN FOR PROPOSED SEPTIC SYSTEM
PROPOSED DRAINFIELDS. EXCAVATE TWO TRENCHES THAT NOTE: THE CONTRACTOR SHALL HAVE THE EXISTING
ARE 7 FEET DEEP MAXIMUM BY 5 FEET WIDE BY 40 100 FOOT WELL RADIUS FLAGGED BY A REGISTERED
FEET LONG EACH (80 FEET TOTAL LENGTH). ADD 4 FEET LAND SURVEYOR PRIOR TO CONTRUCTION.
OF CLEAN, WASHED SEWER DRAINROCK. THE DISTRIBUTION
LINES ARE TO BE 1-1/4" DIAMETER SCH. 40 PVC WITH
1/4" HOLES SPACED EVERY 2.5 FEET ON CENTER. (15
HOLES PER LATERAL — 30 HOLES TOTAL) —�
ALTERNATE SITE WILL REQUIRE
5—WIDE TRENCH WITH AN
ADVANTEX, REACTEX, OR
BIOCYCLE SYSTEM.
TEST HOLE
PERFORMED
BY S&S ENG.
EXISTING FOUNDATI N
TO BE REMOVE
hey.
bele
PROPOSED DRIVEWAY
F— -w
QOy�Ol4
QQ`O�p Jg�.
IQ /a- -5X2.f-=1 L 4--S
-Tb
— PROPOSED 1250
GALLON S.T.E.P. TANK
(MAY REQUIRE A DEEP
BURIAL TANK)
DATE:
7/30/2001
DRAWN BY:
--ALASKA WATER & WASTEWATER C.J.G.
m< CONSULTANTS, SCALE:
6901 DEBARK ROAD, SUITE 2B •ANCHORAGE. AK 99504 •PHONE (907)537-6179 •FAX (907)358-3246
1 " = 40'
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
KIRBY SENDEN 345-3580 2 OF 3
LEGAL DESCRIPTION:
VALLEY VIEW SUBDIVISION; LOT 5, BLOCK 1,
TYPE OF WORK:
DESIGN OF PROPOSED SEPTIC SYSTEM
10'
40' LONG
i
r---------------------------------------�
I p I
V) 0 0 0 0 0 0 o c o 0 0 0 0 0
r Ip _______ I
----- -------------------------J FROM S . E. P.
TANK
• HE DISTRIBUTION LINES ARE TO BE 1-1/4 INCH
DIAMETER SCH. 40 PVC WITH 1/4 INCH HOLES
o SPACED EVERY 2.5 FEET ON CENTER. (15 HOLES
PER LATERAL - 30 HOLES TOTAL).
• r----------- ---------------------------
1 p i
0 0 —0—o 0 0 0 0 0 0 0 0 0 0
I0
---------------------------------------
40' LONG
DATE:
7/30/2001
.�.. .. DRAWN BY:
ALASKA WATER & WASTEWATER C.J.G.
W
CONSULTANTS, INC., SCALE:
6901 DEBARR ROAD, SUITE 28 • ANCHORAGE, AK 99504 • PHONE (907)337-6179 ` FAX (907)338-5246 N.T.S.
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
KIRBY SENDEN 345-3580 3 OF 3
LEGAL DESCRIPTION:
VALLEY VIEW SUBDIVISION; LOT 5, BLOCK 1,
TYPE OF WORK:
PROFILE DRAWING OF PROPOSED SEPTIC SYSTEM
MT
FINAL GRADE
FILTER FABRIC
ORIGINAL GRADE
INSULATION
y
'z
MT
E*
w
o
FILTER FABRIC
INSULATION
ry iii Nriss
eo.
J�
J
_
z
D
-T'o
0
0
Z
w
O
N
u
e
O
O
e
0
6
Y
O
c
q
l
1
o
00
,.
9
1' 5'"�
W
p
W
0
O
o
c
O
°
o.
I1
10'
I
I------ 5'----�
DATE:
7/30/2001
.�.. .. DRAWN BY:
ALASKA WATER & WASTEWATER C.J.G.
W
CONSULTANTS, INC., SCALE:
6901 DEBARR ROAD, SUITE 28 • ANCHORAGE, AK 99504 • PHONE (907)337-6179 ` FAX (907)338-5246 N.T.S.
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
KIRBY SENDEN 345-3580 3 OF 3
LEGAL DESCRIPTION:
VALLEY VIEW SUBDIVISION; LOT 5, BLOCK 1,
TYPE OF WORK:
PROFILE DRAWING OF PROPOSED SEPTIC SYSTEM
WAST `WATER _
AlASKA. WATER o �a _H `*�d0
CONSULTANTS, INC �:x .,�.����� '
8901 DESARR ROAD, SURE 28 • ANCHORAGE. AIC. 99504 + PHONE: (907)337-8179 • FAX: (907)338-3240 • WE6SRE: okwwc.wm
SOIL LOG — PERCOLATION TESTS ; e f y A. Garness: 0
0'
LEGAL DESCRIPTION: VALLEY VIEW SUBDIVISION; LOT 5, BLOCK 1 O F-7953
PERFORMED FOR: KIRBY SENDEN DATE: 7/19/01 v044p0r' .,.. eo,p•......• �cAvp
44�000�o
DEPTo
(feet ORGANICS (TEST HOLE #1
1—
= = SOIL CLASSIFICATIONS
GW ORG
ML
40 GP
3— wkt,
o GM CL
GC OL
4 -��:� SM TO q°0� SW MH
SM/GM CH Vol' w/SOME 'w e`• e° SP
5 e COBBLES & SM OH
BOULDERS SC
6--g ® (DENSER
IN w/DEPTH) S&S ENG./
�
•
'.° � DEPTH TO DATE TEST HOLF� � y
7—°.;. GROUNDWATER PROPOSED
°;. a 3 BEDROOM
DRY 7/19/2001 HOUSE goo
8—s ` 131 )r_____— -_ _ _
°° • ° "1j SITE PLAN
9 -":"II 1"_100,
ew4 $
10NET DROP
IN, DATE READING CLOCK TER TIME (MINUTES) NET TIMEWA READING LEVEL (INCHES)
1."„ M 7/23/2001 1 12:42 — 611
12—"":° 4 2 1:12 30 4 1/2" 1 1/2"
neo e 3 1:12 — 6„ _
13 --S "" • 4 1:42 30 4 1/2- 1 1/2-
14—
/2"14— B.O.H. 5 1:42 — 6-
6 2:12 30 4 1/2- 1 1/2-
15
/2"15 —
16-
6-
17-
17-
18-
19-
18-
19— PERCOLATION RATE 20 (MIN./INCH) PERC. HOLE DIA. 6" (INCHES)
TEST RUN BETWEEN 4.0 FT. AND 4.5 FT.
20
COMMENTS: PERCOLATION HOLE WAS PRESOAKED FOR 4+ HOURS
PERCOLATION TEST WAS PERFORMED BY CALEB GALL
PERFORMED BY ALASKA WATER & WASTEWATER I, JEFFREY A. GARNESS, CERTIFY THAT THIS A PERFORMED
IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: g i o/
r
Munlclpallty,ol Anchorage
r 'PDEPART!v1ENT OF HEALTH & HWAAN SEAV110ES
825 "L" Street, Anchorage, Alaska 99502-3650
SOILS LOQ --- PERCOLATION TEST
PERFOrPIM1 G 2
FC�fl: .11-7 G�vlu �4`!// 44G /T r — DATE P
LEGAL DESCRIPTION:,`C.� Rs(,rh,f/�eCy � J, G` htR?, Range, Swim
CLVT,d I ` SLOPE
�. U6106
s
ORMEP
SITE PLAN
-17
7 - �' i C—
t `7 WAS GROUND WATER t t D
ENCOUNTERED?
r I T.....
IF YES, AT WHAT
CEPTMt
/f•�-J OtDth to Walu Atter13 MonilerIn ?
;41 Gross Net ilr
'} Reading Date Time TitTa War.-
A A:D J*eAj
10
2G {
PEFICQLATtON HATE ...- Immuibsnnc�h) PERC HUIfiDIAMC-_
TEST RUN BETWEEN , FT "\,'M,'M S " FT
COMMEN'rs D.UC _f3'/ClNr Tv t'�NG �lrBr' !'7'ai cc G.d �,
C,4yfA RIY�' Loop P98d No. 204CERTIFY THAT THIS TEST WAS PERFOftf~:ED
_ r .,
DOC Co. f*u~
SULLIV~ WATER WELLS
~ ~MBER ~ND OF C~ING ~ ~ ~ ~
)OND OF FORMATION:
Tjmn- FL to. Ft,-
From~Ft. to
From~Ft. to~.---- Ft
· ', u,flJ / G,,/'*tASI<A99!0
({)0t) 9,", :~
January 4, 1982
Jeff Nelson
FPO Box 9
US Naval STN
Seattle, WA
Permit ~ 811043
Subject: m 5 B 1 Valley View ~_~ ~(~.
A permit issued by this department for a well
system has expired as of December 31, 1981.
and/or sewer
Permits are issued on a calendar year basis, as stated on
the permit, by authority of Municipal Ordinance.
If you have drilled the well, a well log should be sent to
this department to document the installation date.
If an engineer inspected the installation of the on-site
sewer system, please have them send us the as-builts for our
files.
If there are any further questions, please call this office
at 264-4720.
Sincerely,
Sewer and Water Program
Enclosure: Copy of Permit
FIF'F:!_ :[ CF!NT
L 3F:F~"F ;[ ON
LEGFIL
DEPFIRTMENT HEFIL. TH FIND ENVZRONF![NT~L ,eCq"~CTZON
825 '"L' ST~:E[T., F!NC:HORFIGE., FIK.
( 8J..ig,d.;~: )
.~EEF'F NELSON
BIRCH E. R.
L5 B2 VRLLE'¢ VIEt.4
LOT SIZE 4d.L.'lEIEI SQURRE FEET
TY'F'E OF :SOIl... RE~SOF.:F'T;r. CIN :.]'¢STEM IRE;: _r:,RFF!F,!FZELD
MR,':.:;.IF1UM NUf'tE',E!~: '..'iF EEB, RL-Ir.:d',!f$ .... :1.
'E, EIIL. RFITTt',,!C~ ,::SQ [. F, bE ..... o._
THE B'Er';,_iE'F.:£, ':.~;_TZE OF THE _'SOIL RE:~ORF'TICd'.,I S',/STEH I~:
]"HE L. ENGTH DIHENSION IS THE LENGTH (IN FEET::, OF' "FHE TRENCH (DR DRR:[NFIELD.
THE DEPTH OF FI TRENC:H OE: PIT iS THE DILC, TRNCE BET!.4EEN THE SUE:FRCE OF THE
GROUIqt') FIN[.', THE 6'OTTOH OF THE E',:..','CRVRTION ,::IN FEET::,.
THE GF4'.FIVEL. L'.,EF'TH IS THE HINIHUM DE:PTPI OF GRRVEL BETF!EEN 'THE C)LI'!'FI::I,L.I._ F'IF:'E
FIN[;, ]'HE E,'OTTOPI OF THE E',qCFI'¢RTION (IN FEET>.
E;~: EiE ~G:.~ L_lt Z [f~: EZ ~Z:, . ......... ]r ,]E: T ~ iP-,~ ~-::' Z ;;~ E:.
....F'F:E'MI'[' hF-FL-"' _T .... ..HNT HH_,':: THE ,-..~..-,='[:'qr':"-~''::;',TP:'r L_.,,_ ..~ ~ .I'T'.? 'FO INFORM THIS E:,EF:'FIF4:-FHENT DURING TIqE.._
I f.llSTFIL. L..FIT ! 01'.,t l f L., f EuT .[ L$-.'_, OF FtBi,~' 14ELL_, FIE:,.TRCENT TO TH l ~ F F. J.- EF.~I T Ri'.,IE:, THE
NLIME:E:R OF RES l E:,ENC:ES THFIT 'THE 1.4ELL. I.,.!I LL '.-];ER',,,'L:.
E:FICKF ~LL. I NG OF FtN'¢ 'S'¢STEM l.,.!l THOUT F t NFIL t NSF'ECT l ON Rt.,ID FIF'PE'.OVFIL E:'¢ TH I S
[)EPFIF.:TPIENT I,,.t ILL BE S .. E ~TEC T TO F'ROS;E:CUT _T OJ'.,f!
MIIqlMLIM DISTRt'-,!CE E:E;T~.4EEN R .klEL. L. RND RN"¢ ON-SITE SEk!RGE DISPOSRL S"r'Sl"E:M IS
:1.88 FEET FOR FI PRIVRTE 1.4ELL OR J. 5,9 TO 20E~ FEE'T FROM R PUE:L. IC t.,IELI._ DEPENDING
UPON THE ]"'¢F'E OF PUBLIC kiEL. L
H!NIHLIP1 DISTFINE:E FE:OF~ FI PRIVFITE !.4EL. L. TO FI PRI'v'FI]'E SEI-,.IER I...!NE t:E;, .'-2!5 FEET FIN[.',
TO R COMMUNIT"r' SEI4ER LINE IS 75 FEET.
OTHER E'.Erc]UIREHENTS PIFI'¢ RPPL'¢. SPECIFICRTIONS RN[::, CONS'T'RUC:TZON DtRGRRHS RF?.E
R',,,'FIIL. FIE:LE 'TO INSURE PROF'EF-: :[NSTRLLFITION.
i CERTIF'¢ THFIT
J.: I Ri','! FRMIL. iFIR Iqtt"H THE REQUIREMENTS FOR ON-SITE SEP.IEE:S RND ktELLS RE; SET
FOE:TH BY THE HUNICIPRL.:[T'-/ OF RNCHOE'.RGE.
2: t 14ILL. INSTRLL. THE S%.'STEP! iN FIC:COE:DFINCE P.IITH THE CODES.
]~:; t UNDERSTRND THFIT THE ON-SITE SEF.IER S'~'STEM MR'¢ RE:CCJ!RE ENLRRGEMENT IF THE
RESIDENCE I6 REPIO[:,ELE[:, TO !NCLLIDE MORE THEN 4 BEDROOMS.
.....
~ RF'PL71 ~-r ..IEFF' N E!...S C~'~
]:$St..IE[> E¢'r'_ ........ [:,F!TE ............. ',/,~. ~3
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
[~SOI LS LOG
[] PERCOLATION
TEST
1
2
3
4
5
6
7
8
9
10
11
13-
14-
15-
16-
17-
18~
19-
20-
SLOPE SITE PLAN
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE
(minutes/inch)
72-008 (6/79)
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water & Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
Parcel I.D.
1.
CERTIFICATE OF HEALTH AUTHORITY APPROVAL
FOR A SINGLE FAHILY DWELLING
050-521-64
GENERAL INFORMATION
Complete legal description
VALLEY VIEW ESTATES SUBDIVISION; LOT 5, BLOCK
Location (site address or directions) WlLDFLOWER CIRCLE * EAGLE RIVER, AK 99577
Current Property owner(s)
Mailing address
Lending agency
Mailing address
Real Estate Agent
Mailing address
KIRBY &: CHRIS'P( SENDEN Day phone.622-5647
WILDFLOWER CIRCLE * EAGLE RIVER, AK 99577
Day phone
Day phone
Unless otherwise requested, HAA will be held by DSD for pickup.
2. NUMBER~F BEDROOMS:
3. TYPE OF WATER SUPPLY:
Individual Well []
Individual Water Storage []
Community Class Well []
Public Water System []
TYPE OF WASTEWATER DISPOSAL:
Individual On-site
Individual Holding tank
Community On-site
Public Sewer
The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority
Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil
engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer
of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or
water supply system. DSD also issues HAAs upon request to homeowners. Cedificates of Health Authority
Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may
be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid
water samples.) Certificates are valid for one year for propeflies served by Class A or B wells or a public water
system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's
work.
Note: Alaska Water and Wastewater Consultants, Inc. shall be paid $ at, or pdor
to closing for the engineering services provided.
4. STATEMENT OF INSPECTION BY ENGINEER
o
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my
investigation, based on procedures outlined in the Health Authodty Approval Guidelines for this application,
shows that the on-site water supply and/or wastewater disposal system is(are) 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(are) in compliance with all applicable Municipal
and State codes, ordinances, and regulations in effect at the time of installation.
Name of Firm ALASKA WATER &: WASTEWATER CONSULTANTS, INC. Phone
Address 6901 DEBARR ROAD, SUITE 2B * ANCHORAGE, AK 99504
Engineer's Printed Name JEFFREY A. GARNESS. P.E.
Date
,537-6179
Engineer's Comments:
In conducting this evaluation, AKWWC, Inc. attempted to provide a thorough,
conscientious engineering analysis of the system in accordance with ADEC and MOA
DSD Guidelines & Regulations, The reported results described the performance of the
system under the conditions encountered at the time of the test, and separation
distances measured to readily identifiable features. The operational life of ali wells and
septic systems depend on the local soils condition, groundwater levels that may
fluctuate during the year, and the water usage of the family being served by the system.
These conditions are outside the control of the eva/uator of the system. Satisfactory test
results do not guarantee future performance of the system, nor do they guarantee that
there are no hidden defects or encroachments. AKWWC, Inc. can therefore not provide
any warranty or future estimate of how long the system will continue to meet the
operational requirements of the ADEC or MOA DSD. The content of this report is for
the sole benefit of the owner listed above. Any reliance upon or use of this report by any
other person or party is not authorized, nor wi//it confer any legal fight whatsoever,
DSD SIGNATURE
Approved for '.~
bedrooms.
Disapproved.
Conditional approval for
bedrooms, with the fllowing stipulatio. ..
..
.
,
~ '~ '. ~' ~IW .' :'
'. . . .,.'.
Attachments: HAA Checklist
Septic System Advisory
Well Flow Advisory
(Rev. 12/01)
Manitenance Agreements
Supplemental Engineer's Reort
Other
Original Certificate Date: Z~./~'/~),~
Municipality of Anchorage
Development Services Department
Building Safety Oivlslon
On-Site Water & Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.cLanchorage.ak.us
(907) 343-7904
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Oescrlption:
A. WELL DATA
Well type , PRIVATE,
Date completed 5/1984.
Totaldepth 120 fL
Date of test
Static water level
Well production
WATER SAMPLE RESULTS:
Coliform 0 colonies/100 mi.
Arsenic: N/A mg./L.
SEPTIC/HOLDING TANK DATA
V~ VIEW ESTATES S/D; LOT 5r BLOCK 1, Parcel ID: 050-521-64
If A, B, or C provide PWSID#
Sanitary seal (Y/N) YES
(TO eEDR0Cl0
Cased to 58.5.. fL
FROM WELL LOG
50
10
~ g.p.m.
Well Log (Y/N) YES
Wires properly protected (Y/N) YES
Casing height (above ground) 12+ in.
AT INSPECTION
1/22/2oo5
Nitrate 0.2 mgJL.
Date of sample: 1/22/2005. Collected by:
69, ff.
*0.16 g.p.m.
,SOo C, AU.ONS 'OF SrORAG£
LOCATED IN THE BASEMENT.
TANK ARE NSF APPROVED
Other bacteda .3 colonies/100 mi.
AKWWCf INC.
*HOUSE OCCUPPIED LESS THAN 6 MONTHS AGO
Tank Type/Material , , STEEL.
Tank size 1250, gal. Number of Compartments 2
Depression over tank (Y/N) NO
Pumper
PBELO~ hNAL O~DEI
Foundation cleanout (Y/N) YES
~ Date of pumping ~ *NEW
C. ABSORPTION FIELD DATA
Date installed . 9/10-12/2001
Cleanouts (Y/N) YES
High water alarm (Y/N). YES
Date installed 9/lo-12/2001 Soil rating (~r fl~/bdrm) 0.6
Length 82 (2 O41)fL Width ..5
Total depth *7.24-8.71fL Eft. absorption area 820 It~ Monitoring tube YES
Date of adequacy test . NEW Results (Pass/Fail) -
Fluid depth in absorption field before test - in. Water added - gal.
Elapsed Time: T, min. Final fluid depth - in. Absorption rate >=
Any rejuvenation treatment (past 12 mo.) (YIN & type) -
System type TRENCH
Gravel below pipe 4. ft.
Depression over field NO
For - bedrooms
New depth - in.
- g.p.d.
If yes, give date -
O. LIFT STATION
Date installed 9/t0-12/01
"Pump on" level at 41 in.
Datum BOTTOM OF TANK
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Size in gallons 1250
"Pump off" level at 41 in.
Cycles tested. NEW
Septic tank/lift station on lot100'+
Absorption field on lot, 100°+
Public sewer main N/A
Sewer/septic service line 25'+
ManholelAccess (y/N) YES
High water alarm level at 45 in.
Meets alarm & circuit requirements? YES
On adjacent lots 100'+
On adjacent lots 100'+
Public sewer manhole/cleanout
Holding tank N/A
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation. 5'+ Property line 5'+
Water main N/A Water service line 10'+
Wells on adjacent lots 100°+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 10°+
Water service line 10°+
Curtain drain NONE KNOWN
F. COMMENTS
G. ENGINEER'S CERTIFICATION
Building foundation, 10'+
Surface water 100'+
Wells on adjacent lots, 100'+
Absorption field
Surface water
5°+
I certify that I have determined through field inspections and
review of Municipal records that the above systems are in
conformance with MOA HAA guidelines in effect on this date.
100'+
Water main
Driveway, parking/vehicle storage 10'+
Engineer's Pri. nteFI Name
Date
JEFFREY A, GARNESS
HAA Fee $
Date of Payment
Receipt Number
(Rev. 12/01)
Waiver Fee $
Date of Payment
Receipt Number
4
PR£USS AVENUE (PLAT[ED BUT NOT CONSTRUCTED)
N 89'57'17'E 269.56° (M)
N 89°57'14'E 270.00' (R)
0
4' PVC SEPTIC
STD-PIP£S
Id.H.
0
78.1'
6
I/9/03,
7/10/01
DATE
NOTES: Ecseme~
plot ore not sh<
provided by clio
or builder, prior
building grode r
connections, on
eosements, coy
oppeor on the i
Elevations bose,
indicoted, ond I
CLIENT:
LOT 5, BLOCK
VALLEY VIEW E,<
ADDITION NO. I
PLAT NO.
74-191