HomeMy WebLinkAboutTIMBER RIDGE BLK 4 LT 1A-1Timber Ridge
Block 4
Lot 1A-1
#050 - 321-87
MUNICIPALITY OF ANCHORAGE
�l»cnt
On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
http://www.muni.org/onsite
Department
On -Site Water System Permit
Permit Number: OSP231360 Effective Date: 10/18/2023
Work Type: Well Initial Expiration Date: 10/17/2024
Tax Code Number: 05032187000
Site Legal Address: TIMBER RIDGE BLK 4 LT1A-1 G:0255
Site Mailing Address: 12380 GOLDEN EAGLE DR, Eagle River
Owner: HARMON JAMES EDWARD & Lot Size in Sq Ft: 48802
Design, Engineer: Total Bedrooms: 3
This permit is for the construction of:
❑ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well Q Water Storage
All construction shall be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80)
3. The wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Special Provisions:
• The tank and all materials are to be NSF, or equivalent, rated.
• Access to the tank shall be marked potable water.
Please notify Onsite when the tank has been installed.
C107 "+cv-
Issued By: 7 Jt �vt
Date:
Date: / D // 8 -/ZZ
MUNICIPALITY OF ANCHORAGE R U'5 H
Development Services Department 4 Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
ON-SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D.�`j�j� 1(�*,�00
Property owner(S) :5a77 eS
Mailing address /%,'-"
Site address
Y 06 -7570
Day phone ,1b% _
AC '�`�;5_77
Legal description (Sub'd., Block & Lot) -7,,
Legal description (Township, Range & Section)
Lot Size Sq. Ft.
APPLICATION IS FOR:
(® all that apply)
Absorption. Field ❑
Septic Tank ❑
Holding Tank ❑
Privy ❑
Private Well ❑
Water Storage 9
Number of Bedrooms Z<3
APPLICATION IS AN:
TYPE OF DWELLING:
Initial ❑ Single Family (SF)
(w/wo AD U)
Upgrade ❑
Duplex (p)
❑
Renewal ❑
Multiple Dwellings
❑
(SF and/or D)
AU✓9l Qn e-- _ L X ''f �
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
�;70-7 �,��zsc ���1� S�v� e'e �
(Signature of property owner or authorized agent)
Permit/Rush Fees: Waiver Fees:
Date of Payment: /O�glz3 Date of Payment:
Receipt Number: 707369, Receipt Number:
Permit No. C)J P 2,136 O Waiver No.
GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client FormsTermit Application.doc
• ,OPALfTy MUNICIPALITY OF ANCHORAGE
\ On-Site Water&Wastewater Program
(� t r,a, PO Box 196650 4700 Elmore Road
tAnchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997
.r
http://www.muni.orgionsite
Department
4'C f JS
On-Site Wastewater Disposal System Permit
Permit Number: OSP191271 Effective Date: 7/5/2019
Work Type: Septic Upgrade Expiration Date: 7/4/2020
Tax Code Number: 05032187000
Site Legal Address: TIMBER RIDGE BLK 4 LT 1A-1 G:0255
Site Mailing Address: 12380 GOLDEN EAGLE DR, Eagle River
Owner: HARMON EMILY E & JAMES E Lot Size in Sq Ft: 48802
Design Engineer: GARNESS ENGINEERING GROUP LTD Total Bedrooms: 4
This permit is for the construction of:
ECJ Disposal Field El Septic Tank ❑ Holding Tank 0 Privy 0 Private Well 0 Water Storage
All construction shall be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80)
3. The wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
•
•
&It(/`---"4/ /s/4%Received By Date: � r
Issued By: Q (� Date: 7/7/ /
. 1 8 9 1077
MUNICIPALITY OF ANCHO ' e ,
a•; A
.�_ •
Community Development Department P -e: 907-343-7904��
Development Services
4 907- 343-7997
On-Site Water & Wastewater Program << 9
Mayor Dan Sullivan 0l 6 L
On-Site Sewer/Well Permit Application
For A Single Family Dwelling
Parcel I.D. 650-- 3")1-
Property owner(s) JIM HARMON Day phone 354-8888
Mailing address 12380 GOLDEN EAGLE RIVE, EAGLE RIVER,AK 99577
Site address 12380 GOLDEN EAGLE RIVE, EAGLE RIVER,AK 99577
Legal description (Sub'd, Block&Lot ) TIMBER RIDGE S/D; BLOCK 4, LOT 1A-1
Legal description (Township, Section & Range)
Lot Size Sq.Ft. Number of Bedrooms 3 (SEPTIC SIZED FOR 4)
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING:
(®all that apply) Initial U Single Family(SF)
Absorption Field ® (w/wo ADU)
Septic Tank ® Upgrade Duplex (D) ❑
Renewal ❑
Holding Tank ❑ Multiple Dwellings ❑
Privy ❑ (SF and/or D)
Private Well ❑
Water Storage I I
THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR:
NONE Distance: -
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal codes.
GARNESS ENGINEERING GROUP, Ltd.
(Signature of property owner or authorized agent)
Permit/Rush Fees: 45 c S• 0 0 Waiver Fees:
Date of Payment: (0aY/a0/ Date of Payment:
Receipt Number: 0 02 Receipt Number:
Permit No. W P O la7 Waiver No.
(Rev.01/11)
Quanics
..,AC-a
GARNESS ENGINEERING GROUP, Ltd oealer
_� i••• ENGINEERING SALES CONSULTING
June 12, 2019
Municipality of Anchorage
Development Service Department
On-Site Water&Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
Ref: Proposed Septic System Upgrade for Timber Ridge S/D; Block 4, Lot 1A-1
To whom it may concern:
The referenced property has a 3-bedroom home on it that is served by a private well and septic system.
The septic system consists of a 1000 gallon steel septic tank and a deep trench type drainfield that
was installed on 5/9/1983 (36+ years ago). Per the owner, the septic system was damaged by the
November 30, 2018 earthquake. Due to the earthquake damage to the septic system and due to the
age of the septic tank and drainfield, the owners would like to upgrade the septic system. A test hole
has been excavated and we have designed the drainfield to be within the 30 foot radius of this test
hole. The owner has also requested we size the septic system for a 4-bedroom house for the possibility
of future expansion. Attached is a design drawing showing the proposed septic system upgrade. We
are proposing that the existing septic tank be decommissioned per UPC and the existing drainfield be
decommissioned in place. We are also proposing a new 1530 two-compartment Infiltrator tank septic
tank and a new deep trench type drainfield be installed. Comments regarding the proposed design are
as follows:
1. SOILS: Attached is a soil log which shows the soils classification, percolation test data and 7-day
groundwater monitoring. The percolation test was performed between 4.5 to 5.5 feet and had a
percolation rate was 1.5 minutes/inch.We are proposing to use a 1.2 gpd/sq.ft. application rate for this
design with a deep trench type drainfield.
2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications.
3. SURFACE WATERS: There are no surface water concerns.
4. TOPOGRAPHY: The topography is generally from northeast to southwest in the area of the
proposed drainfield. There are no natural slopes that are greater than 25% over 50 feet downhill
(southwest) of the proposed drainfield. In short, there are no slope concerns with this installation.
We are unaw. e of any adverse impacts this installation would have on adjacent wells or septic
systems. If yo have any questions, please contact us at 337-6179. Thank you for your assistance.
` ince ely,
-ff A • P.E., M.S.
Presi•-n
3701 East Tudor Road,Suite 101 `Anchorage,Alaska 99507-1259
Phone: (907)337-6179*Fax: (907)338-3246*Website: www.garnessengineering.com
\ EAGLES NEST,BLOCK 2,LOT 2 /
• WELL AND SEPTIC 100'+NORTH FROM // �
/
ti ES NEST, SHARED LOT LINE WITH TIMBER /
BLOCK) EAGL2,LOT 1-C2 /
/ RIDGE;BLOCK 4;LOT 1A-1 / j
NO ENCROACHMENT CONCERNS
/ NO ENCROACHMENT / /
/ CONCERNSEXISTING /
3 BEDROOM j / EAGLES NEST,
HOUSE / / BLOCK 2,LOT 3A
P /SEPTIC EXISTING / /
SYSTEM SEPTIC
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BLOCK 3,LOT 7 ••\\\ V ��` % `` �\ �. `
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GROUP, Ltd - *' 4' I. •
GARNESS ENGINEERING •
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ENGINEERING SALES CONSULTING - 0 ,. , 0
3701 E.TUDOR ROAD,SUITE 101'ANCHORAGE,AK 99507'PHONE(907)3378179'FAX(907)338-3246•WEBSITE:www.gamesnengtleeling.00m •••• ••' ' ..
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 0 fn' •
'. '.Game.
JIM HARMON I 354-8888 1 OF 2 ♦V.-41.1%• - - •••. �I
DRAWN BY:
PROJECT/LEGAL DESCRIPTION: . .Q ••• ��� •�.� � .
TIMBER RIDGE S/D; BLOCK 4, LOT 1A-1 J.L.M. •* , "p51T4� (`MILT.**.--
TYPE OF WORK: DATE: LICENSE 446 I11 ESS\ MI**
SITE PLAN FOR SEPTIC UPGRADE 6/11/2019 #AECC884 ����� J
CGEG,Ltd.HAS AN 8 PAGE SPECIFICATION LETTER DESIGN CRITERIA:
THAT PERTAINS TO THIS DESIGN.BY PROCEEDING NUMBER OF BEDROOMS: 3( FOR 4)
FORWARD WITH THIS INSTALLATION,THE GALLONS PER DAY (SIZE F
ENGINEER,WELL DRILLER,CONTRACTOR AND GALLPERCOLATIONPER RATE/S:Y(GPD):1.5 50(60ES/INCH
0)
PROPERTY OWNER AGREE THAT THEY HAVE APP. 1.2 GPD/TES/IN
READ THESE SPECIFICATIONS AND AGREE TO MINIMUM PROPOSEDDRAINFIELDP.RATE: 1.2 G 375O/S .FT.
ACCEPT THE TERMS AND CONDITIONS OUTLINED.
500)
DRAINFIELD DESIGN:
MAXIMUM DEPTH: 11 FEET
INSTALL DOUBLE PROPOSED WIDTH: 2.5 FEET
CLEANOUTS TWO-COMPARTMENT LENGTH: 42 FEET
1530 INFILTRATOR EFFECTIVE: 6 FEET
SEPTIC TANK ACTUAL SQ.FT.: 504
INSTALL NEW FOUNDATION
RESERVE DRAINFIELD SITE CLEANOUT.PLUMBING TO BE
f----
REROUTED IN HOUSE AND EXIT 20'UTIL.ESMT.
FOUNDATION APPROXIMATELY IN
THIS AREA PER OWNER.
-- r r
p \ \ f
_so„ \ 4.
° 4 \ `\`\ EXISTING SEPTIC • ..
1.\\\\ \\\ TANK AND -74-
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.
\ \ h \`\ DRAINFIELD TO BE .4-
\ `\\\ '#� \\\ DECOMMISSIONED
\\\ \` PER UPC •••
TIMBER RIDGE, \\ `Y \`\
BLOCK 4,LOT 1B \ `\ \\\\ ----— — -_ '1• is
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Glei-
TER THAN 25°k /
`` IN/ \ / ' • '
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/ 1 / NOTE:THE CONTRACTOR SHALL HAVE THE NORTH& •
/ NORTHWEST LOT LINES,THE 20'UTILITY EASEMENT, • Q�•-•/ I / THE 100 FOOT WELL RADIUS FOR THE LOTTO THE '
/ I / WEST,AND T ••
HE 100 FOOT WELL RADIUS FOR THE WELL , . .
ON
ON PROPERTY FLAGGED/STAKED BY A REGISTERED �
I I / LAND SURVEYOR PRIOR TO ANY CONSTRUCTION. .,•
I 1I :
100'WELL RADIIUS
/ EXISTING WELL . .
NI 0 • 4r- :
S ALE: I / 1 100'WELL RADIIUS 4.'. •4•
,
1"=30' 1 / :-.
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.
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• mo41
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GARNESS ENGINEERING GROUP, Ltd ; '' ••••••"""••• �)
CIVIL&ENVIRONMENTAL ENGINEERS - • ! •,•
37011 E.TUDOR ROAD,SUITE 101•ANCHORAGE,AK 99507•PHONE(907)337.6179•FAX(907)338-3246•WEBSITE:www.gamessengineering.cam /VO T bb4 . ;
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: O(n ey .. a -SS
354-8888 2 OF 2 ♦♦� ••• r CE-795
JIM HARMON V r ,-
PROJECT/LEGAL DESCRIPTION: f Z 1.9.••0::
DRAWN BY: ♦1,� ....•X�I.... �, .�
TIMBER RIDGE S/D; BLOCK 4, LOT 1A-1 1,, p E \a1.4
TYPE OF WORK: DATE: LICENSE 1�1ik"`o��
DESIGN OF SEPTIC SYSTEM UPGRADE 6/11/2019 #AECC664
, ,i...z;.,........0...F.............
GARNESS ENGINEERING GROUP, Ltd
ENGINEERING SALES CONSULTING _° _° 0 4/ 0•
3701 E.TUDOR ROAD.SUITE 101'ANCHORAGE.AK 99501'PHONE(907)3378179•FAX(907)330-3246•WEBSITE:www.9ameaaergiramin9.com •... ••• l c.
• • s P- 0- ' . amess
ISOIL LOG PERCOLATION TEST • 1 m
j�'1 CE-79p3 �_i
LEGAL DESCRIPTION: TIMBER RIDGE SID;BLOCK 4,LOT 1A-1 •. .�FO.. •I IL1'• ��.�
PERFORMED FOR: JIM HARMON DATE: 5/30/2019 *1�';�FESIIIIS\ .•
LICENSE 1v"`v
DEPTH ::..4,-:,,,::..4,-:,,, #AECC884
(fee ::..4,-:,,, TEST HOLE #1
•
. _:l..k,;� FILL (DISTRUBED)
SOIL CLASSIFICATIONS SITE PLAN
2 :4-,-, GM TO GP MIXED .-....••;.,
• W/ SAND & DEBRISa-, GW ^ ORG
GP j
ML
3 ' `Y ,l G M �le CL
OL
a •;• -•- Doom GC ��Q
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oQ�o o', SW MH
es.*se.
5 JD::�. ••••g•. SP J CH
,/ ,/ ,, OH
p SC
e ik
•••.•••• DEPTH TO P
7
'see,'
GROUNDWATER DATE �� N
•••••••
8 •••
+•:•••'• • DRY 5/30/2019
• • ••
•e ••••• DRY 5/31/2019 SCALE
9 +•••••.•i DRY 6/11/2019 1^.too
••
• •
:• •••••
•••••••
+•+••••.•' GRAVEL: SP WITH CLOCK NET TIME WATER LEVEL NET DROP
ii •• DATE READING TIME (MINUTES)
�•'•'• READING (INCHES)
eel's:.I
.•:i•i P 5/31/2019 1 2:55 - 6"
12 +:::':; 2 3:02 7 0" 6"
••••'•
13 +•:•••••
a 3 3:03 6"
eases*i95 4 3:12 9 0" 6"
14 ••.•,• II
••• 5 3:12
•••
••:•.•i 6 3:21 9 0" 6"
15 —+••••.•••77 3:21 - 6"
••••••• 8 3:30 9 0" 6"
+•:• ••••
16 —+::::; 9 3:30 - 6" -
•• •
17 •••••••• 10 3:39 9 0" 6"
B.O.II. 11 3:39 - 6"
18 — 12 3:48 9 0" 6"
PERCOLATION RATE 1.5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
19 —
TEST RUN BETWEEN 4.5 FT. AND 5.5 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES I NO
SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS
COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH.
PERFORMED BY GEG, Ltd. I,JEFFREY A. GARNESS,CERTIFY THAT THIS WAS PERF MED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: L 12 /9
CGEG,Ltd.HAS AN 8 PAGE SPECIFICATION LETTER DESIGN CRITERIA:
THAT PERTAINS TO THIS DESIGN.BY PROCEEDING NUMBER OF BEDROOMS: 3(SIZE FOR 4)
FORWARD WITH THIS INSTALLATION,THE GALLONS PER DAY(GPD): 450 SIZE
F
ENGINEER,WELL DRILLER,CONTRACTOR AND GALL OLS PER RATE/S: 1.5 500
)
PROPERTY OWNER AGREE THAT THEY HAVE PERCOLATION
CAPP.RATE: 5 MINUTES/INCH
NTS/IN
READ THESE SPECIFICATIONS AND AGREE TO PROPOSEDP M DRAIP.RATE:
. 1.2 : 375D/S(500)
ACCEPT THE TERMS AND CONDITIONS OUTLINED.
DRAINFIELD DESIGN:
MAXIMUM DEPTH: 11 FEET
INSTALL DOUBLE WIDTH: 2.5 FEET
CLEANOUTS PROPOSED LENGTH: 42 FEET
TWO-COMPARTMENT EFFECTIVE: 6 FEET
1530 INFILTRATOR
SEPTIC TANK ACTUAL SQ.FT.: 504
��1. _w.a - v •.l' fit^ a-ab
INSTALL NEW FOUNDATION• • 1•
N • w••� T LEANOUT.PLUMBING TO BE • '
�. E pIwNF1ELD SITE _'� .wV�r ! , '2(1 UTIL,ESIVX, I
•OUTED IN HOUSE AND EXIT
fy ' �' F• ' 'ION APPROXIMATELY IN -
• �, yy 1 ' `. •` '• A PER OWNER. . .'Y i
1 •
• •-, `W. •.,tom., \ w ��. i •• .. •• •.r1 , 1
• ` •� r, •.
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' ISSION z- it,.4,1) 'i
1 .. • . -' ER U'
• TIMBER RIDGE, . • \ _ #' \ 3.11 ,
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BLOCK 4,LOT 18,r • • • \�\ �`• t `"
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•: AL_,,
• �\ I NOTE:THE CONTRACTOR SHALL HAVlSTME NORTH& � 1 '
^��y_ `• w NORTHWEST LOT LINES,THE 20'UTILTEASE,IAENT, , O `,
\' *.* f . a '`� " THE 10.f00T WELL RADIUS FOR THE IDT TO THE
' r. �' + 'I / •, . WEST,A E 100 FOOT WELL RADIUS FOR THE WELL
ON + 'TY FLAGGED/STAKED BY A REGISTERED
! m • l,4* I • / , ' YOR PRIOR TO ANY CONSTRUCTION. -
• � EXISTING WEL
• WELL RADIIUS
JIB
=ge to genera's an elevation profile. Contours are gene.ratad from the LiDAR collected through a cooperative agreement betweP7.
•e GeoaraL:hi: 'rformation and Data Center. Profile Information courieay c`ESF'
..•. _ OF *4,144
GARNESS ENGINEERING GROUP, Ltd •
49V. ` 4v t•
_.> - ��CIVIL&ENVIRONMENTAL ENGINEERS -w� • • ,,4;, 0 i
3701 E.TUDOR ROAD,SUITE 101*ANCHORAGE.AK 99507•PHONE(907)337-6179•FAX(907)33&3246'WEBSITE:wwlv.gamessongineen^G.corr. •
PREPARED FOR PHONE NUMBER: PAGE NUMBER: /•.A• -ff °1 •` ess
JIM HARMON 354-8888 2 OF 2 ♦ �•3 :�
PROJECT/LEGAL DESCRIPTION: DRAWN BY:
. A&.
• t'
TIMBER RIDGE S/D; BLOCK 4, LOT 1A-1 J.L.M. .M'' t.......,•�•,'�'�
TYPE OF WORK: DATE LICENSE, ESS,„`\��4•
4.
DESIGN OF SEPTIC SYSTEM UPGRADE 6/11/2019 #AECC884
104
Borehole Data:
Soil Type, Thickness & Water Strata
Casing Stickup
Overburden
Silt & Sand
Silt Sand Grovel W/Cobbles
Sand WetlMoist
Sand & Gravel W/Cobbles
Yellow Bedrock Decomposed
Gray Bedrock
Brown Bedrock
Gray & White Bedrock
Brown Bedrock
Gray & White Bedrock
Light Brown Bedrock
Gray & White Bedrock
Brown Bedrock
Gray & White Bedrock
Green Bedrock
Brown Bedrock
Green Bedrock
Gray Bedrock
Water Sample Results:
Arsenic:
Nitrates
Total Coliform Bacteria
Other bacteria:
Permit Number: #SW 090109 Date of Issue
Date Started: 4/22/20t0 Date Completed: 4/26/20t0
Property Description TIMBER RIDGE Lot 4 Block lA
Property Owner Name & Address: JIM HARMON
PO BOX 520527 BIG LAKE, AK
From To
0 2
2 4
4 8
8 22
22 24
24 102
102 109
109 115
115 129
129 131
13t 160
160 198
198 201
201 223
223 225
225 239
239 254
254 259
259 274
274 40O
u.~q mg/l
,~ ~ colonies/100mL
~ col/100mL
Is well located at approved permit location?
Section: Town:
Well Log
7/9/2009 Parcel Identification Number: 050-321.,6t
Range:
99652
Method of Drffiing [] air rotmy
Casing type:
Wall thickness 0.25 inches
Diameter 6 inches Total:
Liner type:
Diameter inches Depth:
Casing stick-up above ground:
[] cable tool
~et
2 ~et
Static Water Level(fi~om t~ of c~'m~)
Pumping Level: feet after
I hours pumping O.7S gpm
Recovery Rate gpm
Method ofTest'mg: Nr
137 fee{
Well Intake Opening Type
~ Open End [~ Open Hole
[] Screened Start feet Stopped feet
[~ Perforations Start feet Stopped feet
Grout Type: Bentonite d~y granular Volume: 100 Pounds
Depth 44 Start 0 feet Stopped 44 feet
Pump Intake Depth: feet
Pump size: HP brand name
Weft disinfected upon Completion? X~] Yes [~ No
Method of disinfection CHLORINE 50 PPM
Comments: WELL MAKES .75 G.P.M.
Well DHIler:
Gete Sullivan
Sullivan Water Wells
P.O. Box 670272
Chuglak, AK 99567
(S07) ~8-27SS
Attention: Thc property owner shall provide this log to DSD (onsite) and DNR within 30 days of completion.
81/14/2813
11:89
3762786
WATER BY THE BAY
P.O. Box 298353
Wasilla, AK 99629
(907) 376-2726
STATEMENT
PAGE
Jim
P.O. ~ 5~0527
Big Lake~ AK, 99652
: ~m~ ~dg~ ~: ~t lA-l; 1~380 ~d~
E~n
Eagle Drive: Well
To whom it ~ concern~
Pe~ your x~quest, we i~ the w~ll wh~ s~,ves ~ ~ ~. A site visit
~as p~fo~mod o~ g/IS/Z)t 1, Our findings m~/~ a~ ~l~.
~he ~t~e water level was 136 b~low t~ top rd' casi~ (B.T.C.). We~ 600
~ons from the well over a period of 125 minutes, with a ~mum dva~ of I60
According to our test, the well ~ 2,88 gallons p~r minute (GPM). This
exceeds ~e IVLOcA. minimum ~rement for a 3 bedroom house. (0.33 OPM)
WATER QUALITY: Water samples were pulled on 8/18/20/t a~ deli-~red m a s~ato
~ laboratory for arsenic, nilmtes, bac~ When ~e receive the results~ we will
forward thean to you.
NOTE: 3a~cord~ to the original well log, tho ~*AI only ~ 0~75
~Mi~ m ~e ~, ~ well w~ ~ m~ ~
in~e ~, We ~a~ ~ w~ll ~y off of ~ ~s~
h~r, ~ ~ s~e ~s w~ ~ ~ ~ house. ~is ~11
~you have ~y q~s, pl~se ~ ~ ~ 3374179.
ASBUILT
I HEREBY CERTIFY THAT I HAVE SURVEYED THE
FOLLOWING DESCRIBED PROPERTY:
AND THAT NO ENCROA~, HMENTS. EXIST EXCEPT AS
INDICATED. IT IS THE RESPONSIBILITY OF THE
OWNER TO DETERMINE TH,~ EXISTENCE OF ANY
EASEMENTSr COVENANTS~ OR RESTRICTIONS
WHICH DO NOT APPEAR ON THE RECORDED SUBDI-
VISION PLAT. UNDER NO CIRCUMSTANCES SHOD1./:
ANY DATA HEREON BE USED FOR CONSTRUCTION
OF FENCE LINES, OR FOR ESTABLISHING BO~JND-
ARY LINES.
S~gA~D
.:DATE, . __
GRID:
ASSOCIATES LAND SURVEYING 694-0829.
f~ ,' ~.. '.v
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street- Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
NAME
MAILING ADDRESS ~/~)
LEGAL DESCRIPTION
LOCATION
Well
~m~NC~ ~0:
Manufacturer
D STANCE TO: Wel
DISTANCE TO: Well ~ )~ O ·
Length of each ~ne
No. of lines / 'Z-~_. -t-
To[~ of tile to finish graae .~ #~ ~ ~,
Length
Tvpe of crib
DISTANCE TO:
DISTANCE TO:
Width
Crib diamete-
Well
Depth
Building f~n
Class
Material
PHONE . ~JPGRADE
Material
Foundation ~ ~.O ~ Nearestlotline~_.~.~-
Total length of Ii es Trench width
Material beneath tile
Depm
Bu~ diA'g ~ou ndation
Driller
NO. OF BEDROOMS
PERMIT NO,
Liquid capacity in gallons
Distance between lin~//~/
Total effective abs°rpti°n~2~rea
PERMIT NO.
inches
Total effective absorption area
Nearest lot line
Distance to lot ine
Septic tank
OTHER
PIPE MATERIALS
SO ILTESTRATING ~O~~'/~'~ ] ~
INSTALLER
REMARKS
LEGAL
Permit 9
Applicant:
~.,~_UNICIPALITY OF ANCHORAGES,
Department ~ Health and Environmenta~otection
825 ~ Street, Anchorage, AK. 99501
264-4720
.~ * * * HANDWRITTEN PERMIT ~ * *
~ ITE SEWER PERMIT
O N- S
Mailing Address:
Phone Number:
Location:
Lot Size:
Trench: ~____ Drainfield: Seepage Bed: Holding Tank:
Maximum Number~of Bedrooms: ~ Soil Rating(sq.ft/br)
The Required Size of the Soil Absorption System Is:
LENGTH ~; GRAVEL DEPTH 7 WIDTH
The length dimension is the length(in feet) of the trench or drainfield. The
depth of a trench or pit is the distance between the surface of the ground and
the bottom of the excavation(in feet). There is no set width for trenches.
The gravel depth is the minimum depth of gravel between the outfall pipe and
the bottom of the excavation(in feet).
* * REQUIRED SEPTIC~:GL;i;CC~) TANK SIZE =
Permit applicant has the responsibility to inform this department during the
installation inspections of any wells adjacent to this property and the number
of residences that the well will serve.
* * * TWO(2) INSPECTIONS ARE REQUIRED * * *
Backfilling of any system without final
will be subject to prosecution.
inspection and approval by this department
Minimum distance between a well and any on-site sewage disposal system is 100 feet
for a private well or 150 to 200 feet from a public well depending upon the type
of public well. Minimum distance from a private well to a private sewer line
is 25 feet and to a community sewer line is 75 feet. Well logs are required
and must be returned to this department within 30 days of the well completion.
Other requirements may apply. Specifications and construction diagrams are
available to insure proper installation.
* * * PERMIT EXPIRES DECEMBER 31, 1 9 8 3 * * *
I certify that:
(!) I am familiar with the requirements for on-site sewers and wells as
set forth by the Municipality of Anchorage.
(2) I will install the system in accordance with codes.
(3) I understand that the on-site
the residence~s remodeled to
Applicant ~
sewer system may require enlargem~3at if
Issued by~~
ate:
SWP/024(1/81)
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
'~.. SOILS LOG
[] PERCOLATION
TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
3
4
5
6
7
8
9
SLOPE SITE PLAN
~1 b-r Y 6')q/vD
10
11-
12
13
14
15
16-
17-
18-
19-
20-
WASGROUNDWATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH7
Reading Date Gross Net Depth to Net
" Time Time Water Drop
PERCOLATION RATE
__(minutes/inch}
TEST RUN BETWEEN -- FT
COMMENTS
CERTIFIED B'
DATE:, ~3