HomeMy WebLinkAboutT12N R3W SEC 15 LT 57TI 2N R3W
c 15
Lot 57
#015-052-28
().. ..Nit, ---"--.1)
. Municipality of Anchorage
Community Development Department Page 1 of 3
On-Site Water&Wastewater Program
4700 Elmore St. •P.O. Box 196650 Anchorage,AK 99519-6650•http://www.muni.org/onsite •(907)343-7904
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: OSP161301 PID Number: 015-05-228 • New 0 Upgrade
Name:
JOHN ESTABROOK ABSORPTION FIELD
Address: • Deep Trench 0 Shallow Trench 0 Bed 0 Mound
9501 ELMORE ROAD*ANCHORAGE,AK 0 Other
Phone: No.of Bedrooms: Sod Rating: Total Depth from original grade:
(907) 277-6655 3 0.6 GPasq.Ft. 10 (MAX) Ft.
LEGAL DESCRIPTION Depth to pipe invert from original grade: Gravel depth beneath pipe:
SEE DWG. Ft. 7.05 Ft
Subdivision: Block: Lot: Fill added above original grade: Gravel length:
57 SEE DWG. Ft. 55 Ft.
I ownsnlp: T 12N Range: R3W Seaton: 15 Gravel width: Beds Number of Ones: Distance between lines:
2.5Ft. - Ft.
SEPARATIONDISTANCES Total absorption area Number of trenches: Dist.between trenches:
To Septic Absorption Lift Holding Public/Private
From Tank Field Station Tank Sewer Lines 770+ SQ.Ft. 1 - Ft
Well 100'+ 100'+ - - 25'+ TANK • Septic 0 S.T.E.P. ❑Holding 0 Other
. Manufacturer Capacity:
Surface Water 100'+ 100'+ - - ANCHORAGE TANK 1000 Gal.
Material: i Number of compartments:
Lot Line 5'+ 10'+ - - N/A
. STEEL 2
Foundation 10'+ 10'+ LIFT STATION
Curtain Drain Manufacturer.
- NONE KNOWN
Gal.
"Pump or level at: 'Pump or level at: High water alarm at:
Remarks:
Pump Make&Moder Electrical Inspections performed by:
PIPE MATERIAL
House to tank F628 Tank to D3034
drainfield
Installer
RED DOG MASONRY Drainfield D3034 CO/MT D3034
Inspector GEG, Ltd. BENCH MARK (Assumed elevation)
102.78 Ft.
Inspection Location and Description'
1st 11/22/2016 2nd 11/22/2016
3rd 11/23/2016 4th - BOTTOM OF TRIM AT FCO
ENGINEER'S SEAL
Community Development Department Approval _oo� ..\�
oo�c.�F..Ai'� 3
Conditional approval: Date: ,%" ( :• , •..1-vo
tr
..7.04,
Gar -ss."
po
E-7 ' o
Ve .. $i.l. .14•�� A�o
Approved: VQ Qb )'..9 Date: Oilig �o�e pr1 °, o
LICENSE
EE � o s0�oCC 400�oo
Inspection Report_1-1-12.doc
ID
c PERMIT
OSP161301 RECORD DRAWING PARCEL NUMBER:
015-052-28
-- (
I
IAI 1.11
5X.
O,
� \J /
`V / J
V� 4-
.,& / A B C o
/ FCO 24.7 7.8 39.7 v
/ ST1 26.4 18.5 48.8 U
/ ST2 28.7 23.6 53.1
/ DBL1 29.6 25.3 54.7 ce
\ DBL2 30.8 27.0 56.0 z
\ CO1 29.6 44.5 75.7 I.:
\ / MT1 _ 29.6 41.0 71.8
N / CO2 _ 66.5 44.6 53.2
N / T12N,R3W,SEC15,LOT 56 MT2 62.6 42.5 54.2
\ /
N /
/
— --
LOCATION OF SEPTIC SYSTEM SERVING KOREAN i--- _
METHODIST CHURCH(EAST&NORTHEAST OF SUBJECT -/
LOT)IS UNKNOWN.SEE ATTACHED DRAINING ADE j- N
N
APPROXIMATE / \
Q DRIVEWAY LOCATION // \
Q /
OU)
IX / H
/ O
J
Z
W CO1r A / H W
DBL1& z w p
11 MT1 DBL2 w Q U
Ohry is / co J W
C � � I w
C FCO B I 0 1- ce
ce 0 z
J TH#5 I I W r
W NEW 1000 c..10 ac
GALLON STEEL
'-
SEPTIC TANK i 100 WELL RPpWS I
C co
MT2 a
CO2 RESERVE SITE 11
NEW WELL LOCATION NOT PROPOSED BY
NEW TRENCH GARNESS ENGINEERING GROUP,LTD.OR
APPROVED BY MOA ONSITE DEPARTMENT
\
\ I
r \
\ Oa
\ o°i
N. VO
N. ��m
.E111
T12N,R3W,SEC15,LOT 64A N SCALE: / 3 F
° \�� 1�-40 //il / z
\ I/ N m
F
,4V__
.',", II1.44
,4.
GARNESS ENGINEERING GROUP, Ltd . : .. p •.
--- ,,- -_-, ENGINEERING o SALFS.CONSULTING
3701 E TUDOR ROAD.SUITE 101'ANCHORAGE.AK 99507•PHONE(907)3374179'FAX(907)3343246•WEBSITE www pamesurpneem9.com ;. • • • • 0
PREPARED FOR: PHONE NUMBER: PAGE NUMBER:
♦ ,1 e A.Garness •;:
JOHN ESTABROOK 277-6655 2 OF 3 • *-
• C -
LEGAL DESCRIPTION: DRAWN BY: �.•
(••
T12N, R3W, SECTION 15, LOT 57 L.K.B. •j .. -1/6 6 .1.9'•••• cam.
TYPE OF WORK: DATE: LICENSE•4 ESS`" 4••
RECORD DRAWING 7/6/2018 #AECC884 �%%IL%%' ' I
r PERMIT NUMBER: PARCEL ID NUMBER:
OSP161301 ' RECORD DRAWING 015-052-28
FINAL GRADE=101.3-101.7
TOP OF TANK ScT1 ST2
AT INLET=97.14 \_____ " TOP OF TANK
AT OUTLET=97.10
INVERT OF BUNG NEW 1000 GALLON
AT INLET=96.48 SEPTIC TANK INVERT OF BUNG
AT OUTLET=96.24
U V
TH#5 MT CO FINAL GRADE=100.3-100.5
ORIGINAL GRADE @ HIGHEST POINT=98.90
FILTER FABRIC
• 0,„ .,•: .... ..............,
1
NI i Ns
' INVERT OF PIPE=95.95
N.
7.05 FEET N, ys.,,'7,,
i
i
i
"N ti�
$ BOTTOM OF TRENCH=88.90
RELATIVE ELEVATION @ BOTTOM OF T.H.=82.40
(T.H. DRY ON 11/22/2016)
4 or °4 q44Ab
GARNESS ENGINEERING GROUP, Ltd *-� 4'i • '.
•
ENGINEERING,SAI FS. CONSULTING - .;,-- -,.-.7,-. 0
3701 E.TUDOR ROAD,SUITE 101'ANCHORAGE,AK 99507'PHONE(907)337-6179'FAX(907)338-3246'WEBSITE:www.gamessengineenng com
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: /0.�••, : I.' A. Garn.ss 44=
JOHN ESTABROOK 907-277-6655 3 OF 3 •.%r',, C ��
PROJECT/LEGAL DESCRIPTION: •DRAWN BY: I.4••••,1 iv 1�•••.•*
T12N R3W SECTION 15 LOT 57 D.J.G. 1�,0 •. ••••.; P��•
�
TYPE OF WORK: DATE: LICENSE ,If%%"` 44
SEPTIC SYSTEM PROFILE RECORD DRAWING 7/2/2018 #AECC884
M-W Drilling, Inc.
•P.O. Box 110389•Anchorage, AK 99511
•907-345-4000 • 907-345-3287 Fax•
Job No.17-115
GROUNDWATER WELL LOG
Well Owner. John&Geraldine Estabrook Use of Well: Domestic
Legal Description: T12N R3W Sec 15 Lot 57
9501 Elmore Road,Anchorage AK
CONSTRUCTION
Drill Method: Air Rotary Hole Size: 6" Hole Depth: 200'
Casing Size: 6" Cased to: 199.77' Material: A53B Wall: .250
Well Completion: Open end X Screen Perforated Method:
Screen/Perforation description:
Grout Notes: (3)Sack(s) of Bentonite
Well Development Air surge
Well Disinfected: Y/N Method:
Yield test at 10 GPM for 1 hour(s)with 11.3' of drawdown(DD)from static level(SWL).
Method: Submersible pump Static Water Level(SWL): 146.8'
Start Date: 6/19/2017 Completion Date: 6/22/2017
Test Pump Date: 6/22/2017 Final Pump Install Date:
WELL LOG
Depth in feet from top Details of formations penetrated,size of material,color and miscellaneous details.
of rasing.
0 TO 3 Casing Stick Up _
3 TO 17 Gravel:brown, medium, dry
17 TO 110 Gravel:grey to brown, sandy,silty, dry
110 TO 120 Gravel:grey to brown, sandy, silty, damp
120 TO 125 Water gravel: medium, 1-2 gpm
125 TO 194 Gravel:sandy,silty,grey to brown
194 TO 200 Water gravel: medium to coarse, 10 gpm
TO
TO
TO
TO
TO WAYNE E. WESTBERG
TO --President,M-W Drilling,fit.
-----AWACedifiv Mactwr t rrvnnr:am rArsztl r
TO Ak Gen Conti Lk No 1000
TO
TO
WATER Q ITY TESTING �
Coliform e Cs1/100mL
Nitrates l • g 7 mg/l.
Arsenic NIP ug/L
MUNICIPALITY OF ANCHORAGE
Development Services Department ` - ) Phone: 907-343-7904
On-Site Water & Wastewater Section ,\ Fax: 907-343-7997
Pump Installation Log
Well Drilling Permit Number: OSP151264 Date of Issue: 8 - 14 _15
Parcel Identification Number: O\5 -051 _ I%
Legal Description Block Lot Property Owner Name& Address:
T12N, R3W, Sec 15 57 Estabrook, John Sr.
9501 Elmore Rd
PO Box 100883, Anchorage AK 99510
Pump Installation Date: 7 -11 -2017
Pump Intake Depth Below Top of Well Casing: 195 feet
Pump Manufacturer's Name: Goulds
Pump Model: 10H507
Pump Size: 3/4 hp
Pitless Adapter Burial Depth: 15 feet
Pitless Adapter Manufacturer's Name: Martinson
Pitless Adapter Installer: MVV Drilling, Inc.
Well Disinfected Upon Completion? a Yes ❑ No
Method of Disinfection: circulate chlorine solution through system and let sit overnight
Comments:
circulate chlorine solution through system and let sit overnight - water clean
Pump Installer Name: Walter John
Company: MW Drilling, Inc.
Mailing Address: PO Box 110389
City: Anchorage State: AK Zip: 99511
Attention: The pump installer shall provide a pump installation log to On-site within 30 days of pump installation.
On-Site Water & Wastewater System Permit
,1r
• - View MUNICIPALITY OF ANCHORAGE , ., •
It law Development Services Department n,
ef On-Site Water & Wastewater Program " °'
1)
4700 Elmore Road, PO Box 196650 a l
Department
Anchorage, AK 99519-6650
Telephone: (907) 343-7904
Permit Number: OSP161301 am It ant
Tax Code Number: 01505228000 Ill 12/ id I(c
Work Type: WellSeptic Initial
Permit Effective Dates: October 10, 2016 to October 10, 2017
Design Engineer: GARNESS ENGINEERING GROUP LTD
Subdivision: T12N R3W SEC 15
Site Legal Address: T12N R3W SEC 15 LT 57 G:2436
Owner/Address: ESTABROOK JOHN J SR &
GERALDINE T PO BOX 100883 ANCHORAGE AK 995100883
Site Mailing Address: 9501 ELMORE RD, Anchorage Lot Size in Sq Ft: 46228
Total Bedrooms: 3
This permit is for the construction of:
Y Disposal Field Y Septic Tank N Holding Tank N Privy Y Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services
Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either:
A. Open and Close on the same day.
B. Covered, sealed, and heated to prevent freezing.
Co *7 /0/0A Mat-et' 5 y2l1C- /o Ga-hon. an r), u c I i .
Received By: �� / Date:
Issued By: / / (/t/ ,,,z Date: /0/
MUNICIPALITY OF ANCHORAGE OCT 7 2015 v
Community Development Department \ 1- Phone: 907s343;79g4t, - `
Development Services \ Fax: 907- 343-7997
On-Site Water & Wastewater Program
Mayor Dan Sullivan
On-Site Sewer/Well Permit Application
For A Single Family Dwelling
Parcel I.D. o 5- 05 a' 01$
Property owner(s) JOHN ESTABROOK Day phone 277-6655
Mailing address NHN ELMORE ROAD 'ANCHORAGE, AK
Site address NHN ELMORE ROAD *ANCHORAGE, AK
Legal description (Sub'd, Block& Lot ) T12N, R3W, SEC15, LOT 57
Legal description (Township, Section & Range)
Lot Size Sq.Ft. Number of Bedrooms 3
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING:
Gall that apply) Initial ® 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 ❑
THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR:
N/A 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: 7< /92'1 Waiver Fees:
Date of Payment: /'Ye neaJa) Date of Payment:
Receipt Number: Receipt Number:
Permit No. 05011/2°13°1' Waiver No.
(Rev. 01/11)
On-Site Water & Wastewater System Permit
nocnt.
co Sr
q T' MUNICIPALITY OF ANCHORAGE c 4
i
a, n In Development Services Department
-
On-Site Water &Wastewater Program
4700 Elmore Road, PO Box 196650
lleparemen['
Anchorage, AK 99519-6650
Telephone: (907) 343-7904
Permit Number: OSP151264
Tax Code Number: 01505228000
Work Type: WellSeptic Initial
Permit Effective Dates: August 14, 2015 to August 13, 2016
Design Engineer: GARNESS ENGINEERING GROUP LTD
Subdivision: T12N R3W SEC 15
Site Legal Address: T12N R3W SEC 15 LT 57 G:2436
Owner/Address: ESTABROOK JOHN J SR &
GERALDINE T PO BOX 100883 ANCHORAGE AK 995100883
Site Mailing Address: Lot Size in Sq Ft: 46228
Total Bedrooms: 3
This permit is for the construction of:
Y Disposal Field Y Septic Tank N Holding Tank N Privy Y Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services
Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either:
A. Open and Close on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By: Gv /' z �- Date
/
Issued By: !/ vv heti Date: Vefir
MUNICIPALITY OF ANCHORAGE
Community Development Department �\ I // Phone: 907-343-7904
Development Services / Fax: 907- 343-7997
On-Site Water & Wastewater Program
Mayor Dan Sullivan
On-Site Sewer/Well Permit Application
For A Single Family Dwelling
Parcel I.D. 016- 052 -Z$
Property owner(s) JOHN ESTABROOK Day phone 277-6655
Mailing address NHN ELMORE ROAD *ANCHORAGE, AK
Site address NHN ELMORE ROAD *ANCHORAGE, AK
Legal description (Sub'd, Block & Lot ) T12N, R3W, SEC 15, LOT 57
Legal description (Township, Section & Range)
Lot Size Sq.Ft. Number of Bedrooms 3
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING:
Gall that apply) Initial ® Single Family (SF) El
Absorption Field N (w/wo ADU)
Upgrade ❑ �
Septic Tank ® /1 " g 7n 11 Duplex (D) ❑
Renewal
Holding Tank ❑ 4 i 4•r� • dit;ple Dwellings ❑
Int�tl,•kCI'" Sr and/or D)
Privy ❑ c., v
Private Well N ; t\
\5 3 2,015 -
�.
Water Storage ❑ w
`ya
THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUES\1JOR:g Lc'�
N/A _ 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) 'w,_
/
Permit/Rush Fees: 61. 'r21S - Waiver Fees:
Date of Payment: A'')!I 40� Date of Payment:
Receipt Number: cRfo Receipt Number:
Permit No. 059)512(Oy Waiver No.
(Rev. 01/11)
_ _. -. tJ
GARNESS ENGINEERING GROUP, Ltd Adv"nr`"""'" 5 ter'
a CIVIL&ENVIRONMENTAL EN GI NE ER S tr^^vnamaa=exi==tarau Dealer"
July 21, 2015
Municipality of Anchorage
Development Service Department
On-Site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
Ref: Proposed Initial Septic System for T12N, R3W, Sec 15, Lot 57
To whom it may concern:
The referenced property is currently vacant and the owner is proposing to have a 3
bedroom house constructed and have it served by a private well and septic system. We
are proposing to install a 1250 gallon S.T.E.P. tank and a deep trench type drainfield.
Four (4) testholes were excavated on the property and the drainfield will be designed
around the 30 foot radius of testhole #3. Comments regarding the design are
summarized as follows:
1. SOILS: See the attached 2015 soil logs which show the soil classifications,
groundwater monitoring, and the percolation test results.
2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications.
3. SURFACE WATERS: There are no surface water concerns.
4. TOPOGRAPHY: As can be seen on the attached topography drawing, the average
topography around the proposed drainfield is 5% running southeast to northwest.
We are unaware of any adverse impacts this installation would have on adjacent wells
or septic systems. If you have any questions, please contect us at 337-6179. Thank
you for your assistance.
c- ely,
See C0 *- 1
Jeffre., • . Gar`e-s, P.E., M.S. 9111')
Presioent
3701 East Tudor Road, Suite 101 *Anchorage,Alaska 99507-1259
Phone: (907)337-6179*Fax: (907) 338-3246*Website: www.garnessengineering.com
co #►
/ A :
// LII . I . rSTn1
ii 1a7
II
II
'¢ - -\—�� �fl V N
U \ \ q
// tjtw T12(9, R3W, SL S, LOT 49E /64, /I
\ I S E:
/ // LIVING STRUCTURE \ // — j I
/ ', _yam— 1' - 100'
/ / \ SHED i
j / — %�j 1 ////
I2 34
�L •p 6 • ,', ""',#/#I I T12y(R3W, SEC15, LOT 55
E\ \50 •�. °' rj/ I /
\ No4E'NOC*$ 'S5 / N\� /
es
H\fB \ T12N(3W, SEC15 'CDT 56 / \\ CSE AC AR'-';)
/ Z /
�\ / .o \ II-I /
I N / :•Q \ T12N, R3W, SEC15, LOT 58
n/ I ' 0 �� / $- 1 lei -
__
�i1 `THy1 TH#2 :: / 1 I 1 wELL otos
W I 1� s B
�1� /� _ - // �1; 1 20� C°''
SECTION SIXTEEN TRACT D I�r 1 SI°
_—-
ANCHORAGE HORSE COUNCIL IJ I THNS t .BI# \ /_aa� /(MOA) G r.:) \
NO CONCERNS I .:, ....� _../' ' �� I \ /
J \ /
i '
I I T12N,`R3W. LOT 63A 2
�//I / - - \ \` w
\ \ 3
�/ r \ \ o
\ 1 N N. o
/ I T12N, R3W, SEC15, LOT 64/. I
1 1 100' WELL RA IWU� I I L 6 H61 H 7�v e
/ ), \ /
I \
I ` T� *cu. I
\ I •a0ius /
I \ 1 I 1
_'N.' . .4.- k sFi1„ .ase OF • 1,•�
L. ...- s. t Illi"�� �J��• /�••• �.
GARNESS ENGINEERING GROUP, Ltd I / 9 h \_*
•
CIVIL&ENVIRONMENTAL ENGINEERS I •
3701 E. TUKN ROAD, SUITE 101 •ANCHORAGE.624 99507 • PHONE(907) 337-6179 • EY(907)336-3246• NEBSITE: .ngomeisenr.e'.y.com ,, y� J1 •
•
PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 0(r . rey A>QORtess i,
JOHN ESTABROOK 277-6655 1 OF 2 •��'/Jl VCE-7953 14'
LEGAL DESCRIPTION: DRAWN BY: ••
F •• (� $•
T12N, R3W, SEC15, LOT 57 D.J.G./PNB •• pFp'' 11z+�1�•' �4�
TYPE OF WORK: DATE: •" IDI? FESS\('tet
\ SEPTIC SYSTEM DESIGN UPGRADE 9/23/2016 ,-•------
. 1 • CO I
/ (DESIGN CRITERIA: / GEG, Ltd. HAS A e��j�j�cATiloN \ I
NUMBER OF BEDROOMS: 3 LETTER THAT PERTAINS TO THIS DESIGN. NOTE: THE CONTRACTOR
450 TO OBTAIN A COPY OF THE LETTER SHALL HAVE THE WEST &
GALLONS PER DAY
(GPO): CONTACT GEG. BY PROCEEDING FORWARD SOUTH LOT LINES, AND ALL
PERCOLATION RATE/S: 20 MIN/INCH WITH THIS INSTALLATION. THE ENGINEER. WELL RADII FLAGGED BY A
PROPOSED APPLICATION RATE: 0.6 GPD/E7' WELL DRILLER, CONTRACTOR AND
/
MINIMUM DRAINFIELD SO.FT.: 750 FT' - PROPERTY OWNER AGREE THAT THEY REGISTERED LAND SURVEYOR
- HAVE READ THESE SPECIFICATIONS AND PRIOR TO CONSTRUCTION.
DRAINFIELD DESIGN: AGREE TO ACCEPT THE TERMS AND
/
CONDITIONS OUTLINED.
MAXIMUM DEPTH OF EXCAVATION: 10 FT / '
WIDTH: 2.5 FEET/ / \ALTERNATE SITE DESIGN CRITERIA-
LENGTH: 55 FEET Illi ldill / NUMBER OF BEDROOMS: 3
EFFECTIVE: 7 FEET GALLONS PER DAY (GPO): 450
-- — ACTUAL SO.FT.: 770 FT' / PERCOLATION RATE/S: 20 MIN/INCH
‘ z / PROPOSED APPLICATION RATE: 4.0 GPD/FT'
\ /T12N, R3W. SEC15, LOT 56 / MINIMUM DRAINFIELD SO.FT.: 112.5 FT'
N
/
N. / / ALTERNATE DRAINFIELD DESIGN:
N / / 7 MAXIMUM DEPTH OF EXCAVATION: 10 FT
/ WIDTH: 2.5 FEET
/ - , LENGTH: 15 FEET
-, _ — — — — — r/ ) 1 EFFECTIVE: 7 FEET
/ -. }11/ 'M1 / ACTUAL SO.FT.: 210 FT'
/ / REVUS 1 „
PROPOSED DRAINFIELD / WE1-(-
/ / O 100 ////i/////.�
A PROPOSED 1000 GALLON /PROPO i
SEPTIC TANK; INSTALL DOUBLE /. Y / /
�•, •;;- CLEANOUTS AFTER TANK / /
\ �� / 1
Nr.#4, INSTALL FCO
U1 4 ' Z
W
/ il
/W w
/-2.?,/„...--:*
! PROPOSED 3 W
/ BEDROOM ' /, /
a
HOUSE / / o cc F
1 :7
ALTERNATE SITE / cii LaT /
•
4
/3q�
7 II ie____LI j...1,i, IY\ /1
I
I)
_____
___________
SCALE:
t
___aIiaoe
1\ .e /col:.....‘r,..••..•.k7ik.:...11...4.::II.:....sa
O
GARNESS ENGINEERING GROUP,• Ltd "(•QJ.
•
.„ ....... . . tiw --4 CIVIL&ENVIRONMENTAL ENGINEERS..•-- ----..----• .4 % I ' I 0
3701 E. TUDOR ROAD. SUITE 101 • .ANCHORAGE.A( 99507 • PHONE (907) 337-6179• Oa (907) 338-3246 •WEBSTE: ..�00rnessenglneerino,cem 0. ( / '''((( - 0
PREPARED FOR: PHONE NUMBER: PAGE' NUMBER: # :I elf ,y A. G ness =
JOHN ESTABROOK 277-6655 2 OF 2 I cjtGE-\g 2A.
LEGAL DESCRIPTION: DRAWN BY: �. 43
T12N, R3W, SEC15, LOT 57 PNB D.J.G. .•F 1°i611 •'* C, 4
/ . -0..0PROF.... .. P� v�
\,.. INITIAL WORK: DATE:
SYSTEM DESIGN DAT1O/6/2O16 ,t0e�asao _�w 1
ss-****c.... 4I•
GARNESS ENGINEERING GROUP, Ltd •
I : •la ' '�
t aNw sr ==== sar: 3S CIVIL&ENVIRONMENTAL ENGINEERS �ara� 0
3701E.TUDOR ROAD SUITE 101'ANCHORAGE,AK 99507'PHONE(007) 337-0179'FAY 190713303240'WEBSITE'.WON 9ameeen9Uneemp com •, •
•
SOIL LOG - PERCOLATION TEST �.o'; ffrey A.Gamess kJ
LEGAL DESCRIPTION: T12N,R3W,SEC 15.LOT 57 .• TF•••,, "/}7/S • $5
PERFORMED FOR: JOHN ESTABROOK DATE: 5/23/14 •44. PROFESSO\N\Ptee
DEPTH -- -- ORGANICS \ •1,,"„'••
(feet) •----- TEST HOLE #1
••
r • SOIL CLASSIFICATIONS l/ i• PVAN
°voie`rz`
2
• • ; d':;or4 GW ORG
• • a:` ' GP ML
3 r T12N,R3W„8EC15,LOT 56
• • GM J�,ICL - ---
4 — GC � 1/, OL
• 1 G° D
• 000cpoD SW MH
a
• • •I SM OH o TH#1 TH#2
6 ' . • •� SC o
■ •
cz
• TES• TAPPROXIMATEHOLE GONS
7 DEPTH TO ARE
• • GROUNDWATER DATE N
r
8 — r • GM DRY 5/23/14
• • DRY 5/30/14 -- ----_ _ SCALE: I
•r
9 • I
• •
10 — I I �: 1
• • DATE READING CLOCK NET TIME WATER LEVEL NET DROP
11 — • • TIME (MINUTES) READING (IN.) (INCHES)
12 — • • 5/30/14 1 3:19 - 6
• • 2 3:49 30 4.75 1.25
r
13 — • 3 3:49 - 6
• • 4 4:19 30 5 1
14 — 5 4:19 - 6 -• •
• • 6 4:49 30 5 1
15 — •
•
• •
16 —, •
•
17 — B.O.H.
18 —
PERCOLATION RATE 30 (MIN /INCH) PERC. HOLE DIA. 6 (INCHES)
19
TEST RUN BETWEEN 5.0 FT. AND 6.0 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED:
YES ❑NO
SOILS LOGGED BY: ROB CAMPBELL PERCOLATION TEST PERFORMED BY: ROB CAMPBELL
COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH.
PERFORMED BY GEG, Ltd. I,JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PE�f2FOFjMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 7 37 !f
J
••�E OF e♦♦♦♦ \
' : 24 4 == ' ;_ _.- fly•
GARNESS ENGINEERING GROUP, Ltd 4 „ 'N * •
��•
-m.,,d- - CIVIL&ENVIRONMENTAL ENGINEERS°•*"' — ----- •
„o,ETUDOR ROAD
SUITE
o' ANCHORAGE
SOIL Le9597'OG -oNE(0071 337-6179'FAX 1507) 3384246'PERCOLATION TESTrEvimv eamBS�^o^e^na`am •:• • ,
j�•: 'ffreye. ess :co=
♦ --
F�•••• '-'J�a.1 .,,,_,H,,•-s .i
PERFORMED FOR: JOHN ESTABROOK DATE: 5/23/14 ♦♦ ♦,P PROFESS .••
♦ R •
DEPTH — ORGANICS \ ♦,"",••
(teeU
r • TEST HOLE #2
1 — •
r • SOIL CLASSIFICATIONS O
Pl�'AN
2 .. ---
• •• ''a�' '.I°C. GP y ML T12N,R3W�8EC15,LOT 56
• GM �rcoLL --- –;4 _ 4,4/! GC• OOep pV• otto°o° SWMH <
r • .•�.P�� SP CH +
5 — • • �I/' t SM ' OH o Hal TH#2
6 —
• • SC
J
• • n
TESTHOLE LOCATIONS
7 — DEPTH TO DATE ARE APPROXIMATE / `
• r GROUNDWATER N
•
8 — • • GM DRY 5/23/14
• • DRY 5/30/141 "_--
SCALE'
9 — • • �; 71:21 _-�� 1^=1p '
• Y JJ �\ I
10 — • r 1
r •
• • DATE READING NET TIME WATER LEVEL NET DROP
11 — • • TIME (MINUTES) READING (INCHES)
• • . 5/30/14 1 3:10 - 6
12 — •
• _ 2 3:40 30 3.5 2.5
• • -
•
13 — 3 3:40 6
• 4 4:10 30 3.75 2.25
r • -
14 — • 5 4:10 - 6 -
• • 6 4:40 30 3.75 2.25
15 — •
r
•
16 • 1 • __
• -
17 — B.O.H.
18 — I 1
PERCOLATION RATE 13.33 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
19 —
TEST RUN BETWEEN 5:0 FT. AND 6-0 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED:
YES ❑ NO
SOILS LOGGED BY: ROB CAMPBELL PERCOLATION TEST PERFORMED BY: ROB CAMPBELL
COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH.
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PE FOR ED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 7�J75
/
r .sssassy1, -
( 4 .t. OF to.
Q/
Or,rPm ',ii`,
, 7aW' 1a I (° i KP 1 • i/
4C).•' ,� � . >f.
�U s>•*:�r ...,..:wu-�j ENGINEER
j ,...�j �jx 44-'•"‘' . ' '•.
GARNESS ENGINEERING GROUP, Ltd .44 . ' ��
r. a::as:.on2 - _.rearm -A> CIVIL&ENVIRONMENTAL ENGINEERS i
3701 E.TUDOR RAD,OSUITE 101'ANCHORAGE.AK 99507'PHONE(907) 337-5179'FAX(907) 335-3246'WEBSITE'.*vex 9emeeve971111P0H111 ; / •`�y�y
SOIL LOG - PERCOLATION TEST ��� :: `J eyA. mess dCu•
♦ C€-795� �2•
LEGAL DESCRIPTION: T12N,R3W,SEC15,LOT 57 .•A
�FD 7 ..11/•S Cf*
PERFORMED FOR: JOHN ESTABROOK DATE: 6/17/2015 w1� E'ROFESS\urP••�'
DEPTH — �1........•
(feet) • ^^ TEST HOLE # 3
== ORG/LOAM
1
.^^�^ SOIL CLASSIFICATIONS SITE PLAN
2 —
• • :;1fi;;:: GW _:_ ORG
• r ,a< i+C GP ML
: 1 : :
{ GM /< CL
• • o°v o°p SWjjf)) MH 4 GCQ
• • , SP CH ���
5 — • •
� • '•• SM i OH Q
• • 5 SC G��
s
N
• •
7 — • DEPTH TO DATE P
GROUNDWATER �".
QIA .
8 • • DRY 6/17/2015
•
• GM DRY 6/26/2015 SCALE:
•
9 — • t'=too'
r
r
10 •
r •
• • DATE READING CLOCK NET TIME WATER LEVEL NET DROP
11 • r TIME (MINUTES) READING (INCHES)
12 — • • 6/18/2015 1 2:05 - 6.. -
• • 2 2:35 30 31/2" 21/2"
13 — 3 3:05
r • - -
"
It
• • 4 3:35 30 3 3/8" 2 5/8"
•
14 — • •
5 3:35 - 6" -
• • 6 4:05 30 3 3/8" 2 5/8"
15 — • r
r
r •
r
7 B.O.H.
18
PERCOLATION RATE 1'(.411N./INCH) PERC. HOLE DIA. §INCHES) •
19 —
TEST RUN BETWEEN 5T. AND FT. 6
20 A FOUR HOUR PRESOAK WAS PERFORMED YES •NO E
SOILS LOGGED BY: DAVID GARNESS PERCOLATION TEST PERFORMED BY: ERIK WIDGER
COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH.
PERFORMED BY GEG, Ltd. I, JEFFREY A.GARNESS,CERTIFY THAT THIS WAS PE ORM D IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 'i/J 7 Ic
.1
I
.t
Cr
\ri "i'4 '' P ir �Si ' ta' ((. . . a xV •� *.
.. I ''7 ' fi )S4aR —. . 'GARNESS ENGINEERING Ltd ' • ` � •
•
•
..., -„. .:= . ,Y. ---- CIVIL&ENVIRONMENTAL ENGINEERS —"""'=4N ... / 0
3701E.TUDOR ROAD.SUITE 10I'ANCHORAGE,AK 99507'PHONE(907) 337-6179'FAX 1907) 3303249'WEBSITE'.Axe*9ameesen9ncenn4 corn •
; •. � t .
SOIL LOG - PERCOLATION TEST •��:" • eYE�9 3ness :\_�=
LEGAL DESCRIPTION: T12N,R3W,SEC15,LOT57 �♦S 37AST/4.. .
PERFORMED FOR: JOHN ESTABROOK DATE: 6/17/2015 ••1�.PROFESS\°\Ar4 b
DEPTH ,-__ ORG ...........
(teed -.-27-.-27--=' _ TEST HOLE # 4
1 _ LOAM
• SOIL CLASSIFICATIONS SITE PLAN
2 — •
•
• • t 1 i';r -, GP ML
3 — ' • GM �1 1` CL
a • • j � GC OL �,P�
* • ��4 00 °E SW I MH pon Q
• • ••••F•sSP �/ CH �up�
5 •
• }f v9°� SM OH 4
6 • • 9' q SC O�
•• • '1\
7 — • • DEPTH TO DATE P
• GROUNDWATER c(0</� N
8 • • DRY 6/17/2015
• r
• DRY 6/26/2015 SCALE:
9 — • 1••=100'
• GM
•
10 •
• • DATE READING CLOCK NET TIME WATER LEVEL NET DROP
11 — • • TIME (MINUTES) READING (INCHES)
12 — • • 6/17/2015 1 2:00 6"
—
• • 2 2:30 30 3 3/8" 2 5/8"
13 — ' • 3 2:30 - 6"
• - 4 3:00 30 3 3/8" 2 5/8"
• •
14 — • 5 3:00 6" -
r
• 6 3:30 30 3 3/8" 2 5/8"
15 — r •
•
• 12
• r
17 —
B.O.H.
18 I,
PERCOLATION RATE 11(411N./INCH) PERO. HOLE DIA. §INCHES)
19 —
TEST RUN BETWEEN 5.5T. AND FT. 6.5
20 A FOUR HOUR PRESOAK WAS PERFORMED: YES M0 ❑
SOILS LOGGED BY: DAVID GARNESS PERCOLATION TEST PERFORMED BY: ERIK WIDGER
COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH.
PERFORMED BY GEG, Ltd. I,JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PER5ORMD IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 7/01.1AC
2
•
CO - I
• f
GARNESS ENGINEERING GROUP, Ltd i" • •• ' •
•" I 1 CIVIL&ENVIRONMENTAL ENGINEERS.. - +f ••
3701 E.TUDOR ROAD,SUITE 101'ANCHORAGE,AN 99507'PHONE(907)337-5079'FAX(907)339'3216•AEBSITEww gamescenpineemp"DM 5evt • L .
SOIL LOG - PERCOLATION TEST I� ray A. arness ��
.•%•. CEY953 • =i
LEGAL DESCRIPTION: T12N R3W SECTION 15 LOT 57 �••• I
PERFORMED FOR: JOHN ESTABROOK DATE: 9/2/2016 ♦•••`Q•••oig...................•
•0 ..OFESS
DEPTH ---- \ ,��\�`����
(feet) ._--_ ORG/LOAM TEST HOLE #5 # A£Ce9 9't
• , SOIL CLASSIFICATIONS SITE PLAN
2 — • -
• a.,;t''0 GW ORG
3 • • IhIII9I GM // / CL
• ■ %�' GC f OL
_
4 • • °°o°o o•. SW MH
• ■ SP CH S'
5 • • I�ItI�IIi SM /' '/ , OH !`O5
6 — • • �4i s! SC C-
,,SQ.
7 — • • DEPTH TO DATE
• ■ GROUNDWATER• ��iP N
8 — • • DRY 9/2/2016
•
• DRY 9/20/2016 SCALE:
• 11.100.9 — ■ • GM
• •
10 — IN
•
•
■ DATE READING CLOCK NET TIME WATER LEVEL NET DROP
11 — • TIME (MINUTES) READING (INCHES)
■
• • 9/21/2016 1 2A0 - 6"
12 — •
■ 2 3:10 30
• •
13 — 3 3:10
• 6"
• 4 3:40 30•
•
14 — • 5 3:40 - 6"
• • 6 4:10 30
15 — •
6 • •
B.O.H.
17 —
18
PERCOLATION RATE 20 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
19 —
TEST RUN BETWEEN 5 FT. AND 6 FT.
20 A FOUR HOUR PRESOAK WAS PERFORMED: U YES ❑NO
SOILS LOGGED BY: DAVID GARNESS PERCOLATION TEST PERFORMED BY: LANDON BRUCE
COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH.
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFQ9RME7O IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 9/ t 8/(L
Permit Number:
Tax Code Number:
Work Type:
On-Site Water & Wastewater System Permit
OSP151264
01505228000
WellSeptic
MUNICIPALITY OF ANCHORAGE
Development Services Department
On-Site Water & Wastewater Program
4700 EImore Road, PO Box 196650
Anchorage, AK 99519-6650
Telephone: (907) 343-7904
Initial
Permit Effective Dates: August 14, 2015 to August 13, 2016
Design Engineer: GARNESS ENGINEERING GROUP LTD
Subdivision: T12N R3W SEC 15
Site Legal Address: T12N R3W SEC 15 LT 57 G:2436
Owner/Address: ESTABROOK JOHN J SR &
GERALDINE T PO BOX 100883 ANCHORAGE AK 995100883
Delmar ~m. ent
Site Mailing Address:
Lot Size in Sq Ft: 46228
Total Bedrooms: 3
This permit is for the construction of:
Y Disposal Field Y Septic Tank N Holding Tank N Privy Y Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services
Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either:
A. Open and Close on the same day.
B. Covered, sealed, and heated to prevent freezing.
MUNICIPALITY OF ANCHORAGE
Community Development Department
Development Services
On-Site Water & Wastewater Program
Phone: 907-343-7904
Fax: 907- 343-7997
Mayor Dan Sullivan
On-Site SewerNVell Permit Application
For A Single Family Dwelling
Parcel I.D. O1~' o5~. -Z-~
Property owner(s) JOHN ESTABROOK
Mailing address NHN ELMORE ROAD *ANCHORAGE, AK
Site address NHN ELMORE ROAD *ANCHORAGE, AK
Day phone 277-6655
Legal description (Sub'd, Block & Lot ) T12N, R3W, SEC15, LOT 57
Legal description (Township, Section & Range)
Lot Size Sq. Ft. Number of Bedrooms
APPLICATION IS FOR: APPLICATION IS AN:
(~_11 that apply) Initial [] Single Family (SF)
Absorption Field []
Upgrade [] (wlwo ADU)
Septic Tank [] ~ ..c~Duplex (D)
__ . Renewal J/'~-~--~--~ z~
Holding Tank I I ~/P'~_~~l!, pie Dwellings
Privy [] and or
Water Storage [] ~..
THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQ~
N/A Distance: -
TYPE OF DEWELLING:
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: ~"~q ~' "J"~"l~' '~ Waiver Fees:
Receipt Number:
Permit No. Cf'a~] ,~ ~.~'~
Date of Payment:
Receipt Number:
Waiver No.
(Rev. 01/11)
GARNESS ENGINEERING GROUP, Ltd
~'~ ~-~ ~ CIVIL & ENVIRONMENTAL ENGINEERS ~-,~;~
July 21, 2015
Municipality of Anchorage
Development Service Department
On-Site Water & Wastewater Program
4700 Elmore Road
Anchorage, AK 99507
Ref: Proposed Initial Septic System for T12N, R3W, Sec 15, Lot 57
To whom it may concern:
The referenced property is currently vacant and the owner is proposing to have a 3
bedroom house constructed and have it served by a private well and septic system. We
are proposing to install a 1250 gallon S.T.E.P. tank and a deep trench type drainfield.
Four (4) testholes were excavated on the property and the drainfield will be designed
around the 30 foot radius of testhole #3. Comments regarding the design are
summarized as follows:
1. SOILS: See the attached 2015 soil logs which show the soil classifications,
groundwater monitoring, and the percolation test results.
2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications.
3. SURFACE WATERS: There are no surface water concerns.
4. TOPOGRAPHY: As can be seen on the attached topography drawing, the average
topography around the proposed drainfield is 5% running southeast to northwest.
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.
3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259
Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com
I ~/ ~ __~ ~ ~/I
I / ~ ~- ~ =
I
I ~ % }~N, R3~,/SEC15, LOT/56 /
I ~r ~ /
J / I T12N, R3W, SEC15, LOT 6 I
I ---~'~ %~----7
I ~1 ~ / I
I //% ~ I
I / ix
I ~ I~ I
~ ~ I I
JOHN ESTABROOK, 277-6655 1 OF 2
T12N, RSW, SEC15, LOT 57 PNB
SITE PLAN
: :.-
DESIGN CRITERIA: GEG, Ltd. HAS A 8 PAGE SPECIFICATION
NUMBER OF BEDROOMS: 3 LETTER l~AT PERTAINS TO THIS DESIGN, NOTE: THE CONTRACTOR
TO OBTAIN A COPY OF 'lltE LETTER SHALL HAVE THE SOUTH &
GALLONS PER DAY (GPD): 4~50 CONTACT GEG. BY PROCEEDING FORWARD EAST LOT LINES, AND ALL
PERCOI..~TION RATE/S: 11.4- MIN/INCH WITH THIS INSTALLATION, THE ENGINEER,
PROPOSED APPECATION RATE: O.B GPD/FT~ WELL DRILLER, CONTRACTOR AND WELL RADII FLAGGED BY A
MINIMUM DRAINFIELD SQ. FT,: 563 GPO PROPERTY OWNER AGREE 1HAT THEY' REGISTERED LAND SURVEYOR
HAVE READ THESE SPECIFICATIONS AND PRIOR TO CONSTRUCTION,
DRAINFIELD DESIGN: AGREE TO ACCEPT THE TERMS AND
CONDITIONS OUTLINED. /
L~Gm: 45 FEET ~1 /
EFFECTIVE: 7 FEET / /
J ~ ACTUAL SO.FT.: 630 FEET~ / /I SCALE:
-.~. / / 1"= 4-0
% ~ / /
~, x. / /
~ ~ /-~ T12N, R3W, SEC15, LOT 56/
~"-. ~ ~.._ ..... ~.-N''~' /
TH~4
--~--_ L1.25" PRESSURIZED LINE
~ ~\~ ......... , ·
GARNESS ENGINEERING GROUP, Ltd
CIVIL & ENVIRONMENTAL ENGINEERS :~ ................... ~"'"'~'""~
~, ~. ,~, ,~ ,,~ ,o,. ~. ~ ,,~, . ,~ ~,o,~ ,~-,,,, . ~ ~,o~ ,,-~,, . ~ ....,.~,,.,.,.~
PREPPED FOR: PHONE NUMBER: PAGE NUMBS:
JOHN ESTAeROOK 277-66~5 2 OF 2
T12N, R3W, SEC15, LOT 57 PNB
INITIAL SEPTIC SYSTEM DESIGN
GARNESS ENGINEERING GROUP, Ltd
~,~ CIVIL & ENVIRONMENTAL ENGINEER,S
ISOIL LOG - PERCOLATION TEST I
LEGAL DESCRIPTION: T12N, R3W, SEC 15, LOT 57
PERFORMED FOR: JOHN ESTABROOK
DATE: 5/23/14
ORGANICS
GM
ITEST HOLE #1 [
SOIL CLASSIFICATIONS
OW ~ ORG
GP ML
GM CL
GC OL
SW HH
SP CH
SM OH
SC
DEPTH TO
GROUNDWATER DATE
DRY 5/23/~t4
DRY 5/30/14
TH#1
DATE READING CLOCK NET TIHE WATER LEVEL NET DROP
TIHE (HINUTES) READING (IN.) (INCHES)
5/30/14 I 3:19 6
2 3:49 30 4.75 1.25
3 3:49 6
4 4:19 30 5 1
5 4:19 6
6 4:49 30 5 I
PERCOLATION RATE 30 (MIN,/INCH) PERC. HOLE DIA. 6 (INCHES
TEST RUN BETWEEN 5.0 FT. AND 6.0 FT.
A FOUR HOUR PRESOAK WAS PERFORMED:" · YES [] NO
SOILS LOGGED BY: ROB CAMPBELL PERCOLATION TEST PERFORMED BY: ROB CAMPBELL
COHHENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH.
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PE/RFOF~MED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: '7[,~. '~//~J"
GARNESS ENGINEERING GROUP, Ltd
~,¢"~ CIVIL & ENVIRONMENTAL ENGINEERS
[SOIL LOG - PERCOLATION TEST]
LEGAL DESCRIPTION: T12N, R3W, SEC 15, LOT57
PERFORMED FOR: JOHN ESTABROOK
DATE: 5/23/14
ORGANICS
GM
SOILS LOGGED BY: ROB CAMPBELL
COMMENTS:
[TEST HOLE #2 ]
ORG
ML
GL
OL
MH
~CH
OH
SOIL CLASSIFICATIONS
sc
DEPTH TO
GROUNDWATER DATE
DRY 5/23/14
DRY 5/30/14
DATE READING NET TIME WATER LEVEL NET DROP
TIME (MINUTES) READING (INCHES)
5/30/14 1 3:10 6
2 3:40 30 3.5 2.5
3 3:40 6
4 4:10 30 3.75 2.25
5 4:10 6
6 4:40 30 3,75 2.25
PERCOLATION RATE 13.33 (MIN./INCH) PERC. HOLE DIA. 6
TEST RUN BETWEEN 5;0 FT. AND 6;0 FT.
A FOUR HOUR PRESOAK WAS PERFORMED: · YES [] NO
PERCOLATION TEST PERFORMED BY: ROB CAMPBELL
PERCOLATION READINGS ARE WITHIN 1/16 OF INCH.
(INCHE~
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PE~FOR~IED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
GARNESS ENGINEERING GROUP, Ltd
!~'~;~: ~; ~:~ CIVIL & ENVIRONMENTAL ENGINEERS
ISOIL LOG - PERCOLATION TESTI
LEGAL DESCRIPTION: T12N, R3W, SEC15, LOT 57
PERFORMED FOR: JOHN ESTABROOK DATE: 6/17/2015
ORG/LOAM
ITEST HOLE# 3I
SOIL CLASSIFICATIONS
GH
ORG
['iL
CL
OL
MH
CH
OH
SC
DEPTH TO DATE
GROUNDWATER
DRY 6/17/2015
DRY 6/26/2015
SITE PLAN
SCALE:
DATE READING CLOCK NET TIHE WATER LEVEL NET DROP
T/HE (MINUTES) READING (INCHES)
6/18/2015 I 2:05 6"
2 2:35 30 3 1/2" 2 1/2"
3 3:05 6"
4 3:35 30 3 3/8" 2 5/8"
5 3:35 6"
6 4:05 30 3 3/8" 2 5/8"
PERCOLATION RATE I~IN./INCH)
TEST RUN BETWEEN 5% AND
A FOUR HOUR PRESOAK WAS PERFORMED
SOILS LOGGED BY: DAVID GARNESS PERCOLATION TEST PERFORMED BY:
COMMENTS: PERCOLATION READINGSARE WlTHIN1/16OFINCH.
PERC. HOLE DIA.
FT. 6
YES · NO []
ERIK WIDGER
CINCHES)
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PER?ORM~D IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
GARNESS ENGINEERING GROUP, Ltd
~ ~;~;' CIVIL & ENVIRONMENTAL ENGINEERS
[SOIL LOG - PERCOLATION TEST]
LEGAL DESCRIPTION: T12N, R3W, SEC15, LOT57
PERFORMED FOR: JOHN ESTABROOK
DATE: 6/17/2015
ORG
LOAN
[TEST HOLE # 4I
SOIL CLASSIFICATIONS
ORG
HL
CL
OL
HH
DH
OH
SC
DEPTH TO DATE
GROUNDWATER
DRY 6/17/2015
DRY 6~6/2015
SITE PLAN
SCALE:
GH
DATE READING CLOCK NET TIHE WATER LEVEL NET DROP
TIHE (HINUTES) READING (INCHES)
6/17/2015 1 2:00 6"
2 2:30 30 3 3/8" 2 5/8"
3 2:30 6"
4 3:00 30 3 3/8" 2 5/8"
5 3:00 6"
6 3:30 30 3 3/8" 2 5/8"
PERCOLATION RATE 11(41IN.lINCH PERC. HOLE DIA. CINCHES)
TEST RUN BETWEEN 5.15% AND FT, 6.5
A FOUR HOUR PRESOAK WAS PERFORHED: YES .0 []
SOILS LOGGED BY: DAVID GARNESS PERCOLATION TEST PERFORHEB BY: ERIKWlDGER
COHHENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH.
PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFiORME.):) IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:
•
• Municipality of Anchorage
On-Site Water&Wastewater Program R ' Rv_ •
(907)343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
Parcel I.D. 015-05-228 Expiration Date: 1
1. GENERAL INFORMATION
Complete legal description T12N, R3W, SEC15, LOT 57
Location (site address) 9501 ELMORE ROAD *ANCHORAGE, AK 99507
Current Property owner(s) JOHN AND GERALDINE ESTABROOK Day phone 907-227-6655
Mailing address 9501 ELMORE ROAD *ANCHORAGE, AK 99507
Real Estate Agent Day phone
2. TYPE OF DWELLING:
1.1 Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 3
4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL:
Individual Well I Individual On-site 111
Individual Water Storage ❑ Individual Holding tank ❑
Community Class Well El Community On-site ❑
Public Water System ❑ Public Sewer ❑
WaiverNariance request for. IA A Distance: —
Received by: Date: 87/q//g
COSA to be released to the engineer,unless otherwise requested by the engineer.
COSA Fee$ a to?.5-6 Waiver Fee$
Date of Payment g1 Z /12 Date of Payment
Receipt Number 631?-76 Receipt Number
COSA# [J f IF/3(3q Waiver#
5. STATEMENT OF INSPECTION BY ENGINEER
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 Certificate of On-Site Systems 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 GARNESS ENGINEERING GROUP, Ltd. Phone 337-6179
Address 3701 E.TUDOR ROAD, SUITE 101 *ANCHORAGE,AK,99507
e NI
Engineer's Printed Name JEFFREY A. GARNESS, P.E. Date
Engineer's Comments:
in conducting this evaluation.GEG provided an engineering evaluation of the well and/or septic system in accordance with the vilIS S►%i,
guidelines and regulations established by the Municipally of Anchorage and industry practices.The reported results describe the �4%, OF 4 "4
condition of the systems on the date/s of the evaluation.Separation distances were measured to readily identifiable features. ••� •• �� ��v
Hidden defects or encroachments may exist that were not identified during the evaluation.The operational life of all wells and septic �'.•'••••••••••••• ••'••• •
systems depend on a variety of variables including,but not limited to,soil conditions,groundwater levels(that may fluctuate during � v.
i
the year),quality of construction(materials and workmanship),and the water usage of the family utilizing the system's.These s * /N * #.
conditions can vary,and are outside the control of GEG.Satisfactory test results do not guarantee future performance of the a 0
system's:therefore.GEG makes no warranty(express or implied)regarding the future performance of the well or septic system. I • 0
GEG makes no representation whether an alternative well or septic system can be installed on the property in the event either of the /1,
current systems fail.The content of this report is for the sole benefit of the person/party who retained GEG.Reliance upon the • •
1. e A, Garn-gs ��.
information provided in this report by any other person or party,including but not limited to subsequent property purchasers,is not •.C C. CE/r......,,,,,E, •.• I
authorized.In short,GEG disavows any legal duty to anyone other than the person/pally who paid for this report. • J> •.•• f i
,.....
... ". ...• .
6. DSD SIGNATURE 4tr�PROFESS\���4�
LICENSE 4IIlui `iv*
#AECC884
70 System#1 Approved for 3 bedrooms. 1,
System
1 l,r 1,
System#2 Approved for bedrooms. ' 1„•/..
Disapproved. . G.
wON'SITE Y,
W� ER AND
Conditional approval for bedrooms, with the following stip,�ilatton 'TEWATER c
'.^ PROGRAM ,c
B . ^--- (--S,X—"-f Original Certificate Date: O ^ / 7 ^r W
The Municipality or Anchorage Develop,emt Services Division(DSD)issues Certificates of On-Site Systems Approval(COSA)based only
upon the represenatations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska.
The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work.
7. ATTCHMENTS:
COSA Checklist ) _ Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
(Rov 10117/171
If more than 1 septic system is on the lot:
COSA Checklist# of
Structure served by this system
Certificate of On-Site Systems Approval Checklist
Legal Description: T12N, R3W, SEC15, LOT 57 Parcel ID: 015-05-228
A. WELL DATA
Well type PRIVATE If A, B, or C provide PWSID# N/A Well Log (Y/N) YES
Date completed 6/22/17 Sanitary seal (Y/N) YES Wires properly protected (Y/N) YES
Total depth 200 ft. Cased to 199.77 ft. Casing height (above ground) 18+ in.
FROM WELL LOG AT INSPECTION
Date of test 6/22/17 NEW
Static water level 146.8 ft. ft.
Well production 10 g.p.m. g.p.m.
WATER SAMPLE RESULTS:
Coliform NEG colonies/100 ml. Nitrate 1.87 mg./L. Collected by: GEG, Ltd.
Arsenic: `5 ug./L. Date of sample: 6/21/18
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material SEPTIC/STEEL Date installed 11/22-23/16
Tank size 1000 gal. Number of Compartments 2 Cleanouts (Y/N) YES
Foundation cleanout (Y/N) YES Depression over tank (Y/N) NO High water alarm (Y/N) N/A
Date of pumping NEW Pumper -
C. ABSORPTION FIELD DATA *BELOW FINAL GRADE
Date installed 11/22-23/16 Soil rating kp.d./ft or ft2/bdrm) 0.6 System type DEEP TRENCH
Length 55 ft. Width 2.5 ft. Gravel below pipe 7.05 ft.
Total depth *11.40 ft. Eff. absorption area 770+ ft2 Monitoring tube YES Depression over field NO
Date of adequacy test NEW Results (Pass/Fail) PASS For 3 bedrooms
Fluid depth in absorption field before test - in. Water added - gal. New depth - in.
Elapsed Time: - min. Final fluid depth - in. Absorption rate >= 450+ g.p.d.
Any rejuvenation treatment (past 12 mo.) (Y/N &type) NEW If yes, give date -
kfi
J
D. LIFT STATION
r.., Date installed Size in gallons Manhole/Access(Y/N)
143 e
r
"Pump on" level at in. "Pump off'level at in. - . " . -r a arm level at in.
1 Datum Cycles tested Meets alarm &circuit requirements?
11 J E. SEPARATION DISTANCES
r., SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot 100'+ On adjacent lots "100'+
100'+
Absorption field on lot On adjacent lots `1004
Public sewer main 75'+ Public sewer manhole/cleanout 1004
Sewer/septic service line 25'+ Holding tank i c c �.'-
1
t'' Animal containment areas 50'+ Manure/animal excrete storage areas "1004
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 10'+ Property line 5'+ Absorption field 5'+
Water main 10'+ Water service line 10'+ Surface water 100'+
Wells on adjacent lots 100'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 104 Building foundation 10'+ Water main 104
Water service line 10'+ Surface water 1004 Driveway, parking/vehicle storage 104
Curtain drain 10'+ Wells on adjacent lots 100'+
F. COMMENTS
'WITH CAVEAT-THE LOCATION OF THE SEPTIC SYSTEM FOR THE CHURCH TO THE WEST IS BELIEVED TO BE
100'+ FROM THE SUBJECT WELL BUT CANNOT BE PHYSICALLY VERIFIED.
....... ..... ••
• j— ••v1
I certify that I have determined through field inspections and
wilt
: 4' I. �'" . �•
review of Municipal records that the above systems are in •
conformance with MOA COSA guidelines in effect on this 0....;( • •.� •
•
date. ..G-... : f y •. -•rness.v=
Engineer's Print d Name JEFFREY A.GARNESS .•% . CE 79-i Ti ci� �=
`� 9/ •
Date LICENSE//4:Ro"S" : •
#AECC884
(Rev.10/12/12)
HOUSE DETAIL c0.
o 30,1'
14.0'
SCALE: 1"=40' - .
0.• 0 14.0'
34 1' cn
6' `°
` 0. 6--0--77 A
•
r N • p '
N9 ••S u ' - ``•"`
19 9 .>. s
13.9' v
N `56 . -51',C9 N ti.
J CO
40C
I I I
Lot 56 I Lot 55
I I
I I
I I
50.0' N 89'55'31"E 279.77'
co \
b?
54.7'__ - N
1- Z 0\
iiii0110111
q54.9' oq \
p - N
/73 N d
1p n'I m \ot 58
Z7 Q, a, I
O .03
> 0) ROSECtNE RP�1U5 WELL I
\ P
/
S 89'51'28" 280.23'
SEPTIC PIPES \\ /
Lot 64A Lot 63
FOl.1Nt'7P'1'1v1--1I �Lhtl-I- iv-17 Star rS1C 4:21,i‘•`j ,
PLOT PLAN AS BUILT SCALE 1" = 60' GRID SW 2436 Project No. 17-244/B4
11500 Daryl Avenue, Anchorage, Alaska 99515-3049
Lang & Associates , inc . (907) 522-6476 Phone Q00000‘,
(907) 522-4625 Fax o
Professional Land Surveyors kenOiangsurvey.com v F �Q
jonathanOlangsurvey.com 'c\�' 4
O
I hereby certify that I have surveyed the following described properly: ���
BLM LOT 57, SECTION 15, T12N, R3W, SEWARD MERIDIAN, ALASKA *• 49TH i� • *�A
Anchorage Recording District, Alaska, and that the improvements situated thereon are 0
within the property lines and do not encroach onto the property adjacent thereto, that
no improvements on the property lying adjacent thereto encroach on the surveyed KENN ' �0
premises and that there are no roadways, transmission lines or other visible %)cV...
^ oQeasements on said property except as indicated hereon. .p '•.,LS-5 0 • •4
Dated this the Z(a Dayof •••••' J 0
r^'� L� $ at Anchorage, Alaska 0�4``D A o0
QOROFfSSIONAt o
It is the responsibility of the owner to determine the existence of any easements, DOpppooa
covenants, or restrictions which do not appear on the recorded subdivision plat. AECC963