HomeMy WebLinkAboutTHERESA MAE Lots 1A, 2A, 2B & 2C S-11459Theresa Mae
LotsIA, 2A,
2B, 2C
5-11459
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Please fill in the informafion asked for below.
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PROPERTY INFORMATION
PETITIONER' PETITIONER REPRESENTATIVE OF ANY)
ane last name m)
ta .N "Y�4wWaF-NLr;
Name reme ustl
6—,4 TAL-VI WEFF
ale
AcUm
as G,Ati-e— Dom•
maiiing A=e% VQ -n+ 41.&
z>o w -
Acreage: 6 Grid # 1,4, 3 9
L !c ,eA 9 9 0-r.
Contact Phone: Day: $ I ; N gt c L 4' 4 - o, t i
Contact Phone: Day: -sd i9 NSht Z O -7 SI C
FAX:
FAX:
E•mad:
E•mad: h 1Yt fdi e
-Keilon Wm ahah panprhers a aaaose puher coormen on mupgenh w ram. ranure m av urge arn:r oeme mere o 3 WY aaaY praxayrg a ars W V xaaa,
PROPERTY INFORMATION
Property Tax#(mo-ooata000): p Sc�
ocoo
Site Street Address: yioo'
Current legal description: tune addtional sheet r nhecessm)
LITS I t. Nati S�JDt✓Ijfo�rlo, 1
Zoning:
Acreage: 6 Grid # 1,4, 3 9
# Lots: 2
# Tracts: -6- Total #parcels: Z
I hereby certify that 0 am)0 have been authorized to act for) owner of the property described above and that I petition to subdivide t in
conformance with Title 21 of the Anchorage Municipal. Code of Ordinances. I understand that payment of the application fee's nonrefundable
and is lo cover the costs associated with processing the application, and that it does not assure approval of the subdivision. I also understand
that assigned hearing dates are tentative and may have to be postponed by Planning Departrrent stat or the Platting Board, Planning and
Zoning Cormssion, or the Asset" for adnhini tative rreaassons.
i--7Q-uo\, I it/'h
uate Jgnalure (Agape muss provide *men prod or authatation)
PROPOSED SUBDMSION INFORMATION
Proposed legal description: (use addtpnw shed in necessary)
NC-.V0Y 54SDIvlsw4 N,�- 1 I L-; IAi LAriSrtL
Accepted by: I Poster a Affidavit I Fee I Case Nur ber
5 9 MAR 1 3 2006
Page 2
Ard ration for Preliminanr Plat taMinxd
COMPREHENSIVE PLAN INFORMATION
Anchorage 2020 Urban/Rural Services: ❑ Urban
❑ Rural
Anchorage 2020 West Anchorage Planning Area:
❑ Inside ❑ Outside
Anchorage 2020 Major Urban Elements: Site is within or abuts:
❑ Major Employment Center
❑ Redevelopment/Mixed Use Area ❑ Town Center
❑ Neighborhood Commercial Center
❑ Industrial Center
❑ Transit - Supportive Development Corridor
Property Title: ❑ Certificate to Plat
Eagle River-Chugiak-Peters Creek Land Use Classification:
❑ Commercial ❑ Industrial
❑ Parkslopens space ❑ Public Land Institutions
❑ Marginal land ❑ Alpine/Slope Affected
❑ Special Study
❑ Residential at dwelling units per acre
❑ Subdivision drainage plan
Girdwood- Tumagain Ann r
❑ Commercial ❑ Industrial
❑ Parks/opens space ❑ Public Land Institutions
❑ Marginal land ❑ Alpine/Slope Affected
❑ Special Study
❑ Residential at dwelling units per acre
Avalanche Zone:
Floodplain:
Seismic Zone (H,
uN or portion of site
❑ None ❑Blue Zone ❑ Red Zone
❑ None ❑ 100 year ❑ 500 year
❑'1' 0'2' 003'
RECENT REGULATORY INFORMATION (Everts to have ommed in last 5 rears b e0 or podan of site)
❑ Rezoning - Case Number:
❑ Preliminary Plat ❑ Final Plat - Case Number(s):
❑ Conditional Use - Case Number(s):
❑ Zoning variance - Case Number(s):
❑ Land Use Enforcement Action for
❑ Building or Land Use Permit for
❑ Wetlandpermit: ❑ Army Corpof Engineers ❑ Municipality of Anchorage
20-003 (Rev DUM-Back
APPLICATION CHECKLIST
Fee:
Plat: Copies ❑ 42 (long plats) ❑ 32 (short plats only)
❑ 11 reduced copy
Other maps ❑ Aerial photo ❑ Housing stock
❑ Zoning
Mandatory on plat depictions: ❑ Pedestrian walkway
❑ Landscaping required by zoning
Property Title: ❑ Certificate to Plat
Additional required documents unless specifically waived by Platting Officer:
❑ Site topography (4 copies minimum)
Waived by
❑ Soils investigation and analysis reports (4 copies minimum)
Waived by
❑ Subdivision drainage plan
Waived b
20-003 (Rev DUM-Back
Short Plat Summary of Action
March 20, 2006
Page 2 of 5
4. Submitting to PM&E a comprehensive site grading and drainage plan to
resolve the need for drainage easements and drainage improvements and
to demonstrate that post development drainage will not adversely impact
adjacent properties or right-of-way.
5. Providing PM&E with a groundwater hydrology analysis of the subject
area to determine the seasonal high groundwater table elevation and to
resolve the need for footing drains and stub -outs to all lots within the
proposed subdivision.
eX
11.43-7
1101 VW
01
10.
Submitting to PM&E existing and final grade profiles for Grover and
Theresa Mae Circle to ensure the proposed roads can be constructed in
conformance with Title 21 and the DCM prior to recording the final plat.
45GAL- �.lolti FL-r�5
Submitting an as built survey to Land Use Enforcement verifying p-xr 7,47-:5-Z2 -+7-
Compliance with yard setbacks with respect to roposesl lot lineS
. tows VtkAOAC%AH45.1
'FaL'DH-r'E- Eo%-1,1JC. � -0- i�OtmNG i8'_C >
Submitting the following information to On-site Water and Wastewater to
satisfy the requirements specified by AMC 21.15, AMC 15.55 and AMC
15.65 for each lot within this proposed subdivision:
a. Topographical information.
b. Documentation for water availability to serve water wells.
c. Documentation identifying areas designated for the original and
replacement wastc%vater disposal system sites which meet all
criteria specified in AMC 15.65 including slope and slope setback
requirements.
d. Soil testing, percolation testing, ground water monitoring to be
conducted during high ground water season in either the fall
(October) or Spring (May).
Resolving with On-site Water and Wastewater, and the Municipal
Planning Department, the need to reconfigure the lots within the
subdivision such that all lots have the minimum 40,000 square feet of
land area as required for on-site systems.
Showing the Public Use Easement from underlying plat 82-430 on
proposed Lot IA.
11. Placing the following note on the plat:
a. Direct vehicular access to Grover Street from Lot IA or Lot 2C is.
prohibited.
Municipality
Development Sei
February 28, 2006
Jerry Weaver, Jr., Platting
Daniel Roth, Program
SUBJECT: Comments on Cases due March 9, 2006
The On -Site Water & Wastewater Program has reviewed the following cases and has
these comments:
S11453-1 Benbecca Subdivision
Information to satisfy the requirements specified by AMC 21.15, AMC
15.55 and AMC 15.65 must be submitted for each lot within this proposed
subdivision. This information must include, but may not necessarily be
limited to:
1. Soils testing, percolation testing, and ground water monitoring must be
conducted to confirm the suitability for development using on-site
wastewater disposal systems. Ground water monitoring must be
conducted during high ground water season in either the fall (October) or
spring (May).
2. Areas designated for the original and replacement wastewater disposal
system sites must be identified and must meet all criteria specified in
AMC 15.65 including slope and slope setback requirements.
3. Topographical information must be submitted.
4. Provide documentation for water availability to serve water wells.
Vs11459:= _-Newby Subdivision #1
Information to satisfy the requirements specified by AMC 21.15, AMC
15.55 and AMC 15.65 must be submitted for each lot within this proposed
subdivision. This information must include, but may not necessarily be
limited to:
1. Soils testing, percolation testing, and ground water monitoring must be
conducted to confirm the suitability for development using on-site
wastewater disposal systems. Ground water monitoring must be
conducted during high ground water season in either the fall (October) or
spring (May).
Comments on Cases due 2/28/2006
Page 2
2. Areas designated for the original and replacement wastewater disposal
system sites must be identified and must meet all criteria specified in
AMC 15.65 including slope and slope setback requirements.
3. Topographical information must be submitted.
4. Provide documentation for water availability to serve water wells.
5. Lots IA & 2C do not appear to meet the 40,000 square feet within lot
lines requirement.
ANDERSON ENGINEERING
P.O. BOX 240773
ANCHORAGE, AK 99524
522-7773 677-7766 (FAX)
June 11, 2006
Municipality of Anchorage
Building Safety Division
On -Site Water and Wastewater Program
4700 Bragaw Street
Anchorage, AK 99507
Attention: Dan Roth
Subject: Theresa Mae Subdivision
S-11459
Septic System Feasibility Study
Dear Dan:
Test holes were placed on 4 lots in the proposed Theresa Mae Subdivision in early April of
2006. The purpose of the test holes was to assess the underlying soil conditions and to
determine whether septic systems could be placed on the lots to serve single-family homes.
The test holes were placed to depths of 16' under the direction of technicians and engineers
at Anderson Engineering. The results of the percolation tests and test hole logs are included
as well as the water monitoring results. A monitor tube remains in place in each hole to
determine the groundwater elevation over a period of time. Readings of the groundwater
levels were taken on May 20, 2006 and the results recorded on the test hole logs.
The Municipal ordinance governing septic systems requires either a reserve area on each lot
for septic systems or a minimum of three septic system sites designated on the final plat.
These areas must be outside the 100' protective radii of all wells in the area. In addition, the
sites must be 100' from any surface water or water body. No streams traverse the property
and _no_surface water _was_observed over_the_proposed_ subdivision_ area. Based on the
percolation rates achieved during our soils study the reserve area must be a minimum of
12,000 to 16,000 square feet. The attached drawing shows the proposed reserve areas for
each lot along with the location of the well and the 100' protective radius. The topographic
map indicates none of the surface slopes in the subdivision are greater than 25%.
A house is currently in place on proposed Lot 2C. A well and septic system are also located
on the lot. The septic system is currently being upgraded and placed outside the 100' radius
of the well. The well was constructed many years ago and is located near the midpoint of the
Theresa Mae Subdivision
June 11, 2006
Page 2
lot. The 100' protective radius covers much of the surface area on the lot and a reserve area
of sufficient size cannot be found. Three absorption trench sites will be platted for Lot 2C.
These trenches are designed for a four-bedroom home.
Based on our field study and water monitoring completed to date it appears each lot in this
proposed subdivision is capable of supporting an onsite septic system and well. Copies of
the test hole logs, percolation tests, test hole location map and the contour map showing the
surface topography of the property are included for your use. The most recent water
monitoring results, completed on May 20, 2006 have been added to the test hole logs.
Please let me know if you have further questions.
Sincerely,
Michael E. Anderson, P.E.
Attachments
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT/BUILDING SAFETY DIVISION
ON-SITE WATER AND WASTEWATER PROGRAM
4700 BRAGAW STREET ANCHORAGE, AK 99519
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION. NEWBY #1 S/D w#� .,Zis
PERFORMED FOR: SHAWN COOLEY ��o•ES4lt
DATE- 4/7/2006 PROJECT No.: M0608 �attaaaas,
PARCELID#: TECHNICIAN: T. L. KIMBROUGH PmfmionOEn.M
DEMITEMP:
39' TEST HOLE lA-1 Type of Test: ® Percolation [:]Visual
(feet) V-7-7-7
1 —
2 —
3 —
5 —
6 —
7 —
8 —
9-
10-
11-
14
15
16
17
18-
I
COMMENTS:
OB/OG
WELL COMPACTED DAMP
SILTY SANDS W/GRAVELS
SM -GM
m
TEST PERFORMED BY: AH
SLOPE
WAS GROUNDWATER L
ENCOUNTERED? No
IF YES, WHAT DEPTH?
DEPTH OF WATER 3'
AFTER MONITORING:
DATE: 5/15/06
SITF PAN
I THi
O
L I
LOT IA
.__.1
GROVER DR.
DATE
READING
GROSS TIME
(MINUTES)
NET TIME
(MINUTES)
DEPTH of
WATER
(INCHES)
N�T DRQQP
(INCHES)
4/7/06
TEST HOLE PRESOAKED PRIOR TO TESTING:
1
0930
10.25
CHARGE
2
1000
30
9.625
0.625
3
1000
11.0
CHARGE
4
1030
30
10.5
0.5
5
1030
11.125
CHARGE
6 1
1100
30
10.6251
0.5
PERCOLATION RATE 60 (MIN/INCH) PERC. HOLE DIA• 6 INCHES)
TEST RUN BETWEEN: 4.5 FT. and 5.5 FT.
I, MICHAEL E. ANDERSON, CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES ON THIS DATE: 5/15/06
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT/BUILDING SAFETY DIVISION
ON-SITE WATER AND WASTEWATER PROGRAM
4700 BRAGAW STREET ANCHORAGE, AK 99519
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION: THERESA MAE S/D
PERFORMED FOR: SHAWN COOLEY
DATE: 4/7/2006 PROJECT No.: M0608
PARCEL ID#: TECFINICL4N: T. L. KIMBROUGH
DEPTIITEMP: 39° TEST HOLE lA-2
(rect)
COMMENTS:
OB/OG
WELL COMPACTED DAMP
SILTY SANDS W/GRAVELS
SM -GM
ME
TEST PERFORMED BY: AH
WAS GROUNDWATER
ENCOUNTERED?
IF YES, WHAT DEPTH?
DEPTH OF WATER
AFTER MONITORING:
DATE:
No
SITE PLAN
TH2O
LOT IA_ 1
GROVFR DR.
None 0%
5/15/06
DATE
READING
GROSS TIME
(MINUTES)
NET TIME
(MINUTES)
DEPTH OF
WATERNCHES
(INCHES)
INFT DROP
4/7/06
TEST HOLE PRESOAKED PRIOR TO TESTING:
1
0940
6.0
CHARGE
2
1010
30
5.375
0.625
3
1010
6.75
CHARGE
4
1040
30
6.25
0.5
5
1040
7.5
CHARGE
6
1110
1 30
7.0
0.5
PERCOLATION RATE• 60 (MIN/INCH) PERC. IIOLE DIA• 6 (INCHES)
TEST RUN BETWEEN: 4_5 FT. and 5_5 FT.
AT
I, MICHAEL E. ANDERSON, CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES ON THIS DATE: 5/20/06
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT/BUILDING SAFETY DIVISION
ON-SITE WATER AND WASTEWATER PROGRAM
4700 BRAGAW STREET ANCHORAGE, AK 99519
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION: THERESA MAE S/D
PERFORMED FOR: SHAWN COOLEY
DATE: 4/7/2006 PROJECT No.: M0608
PARCELID#: TECHMCLAN.. T. L. KIMBROUGH
TEMP: 48°
DEPTH TEST HOLE 2A-1
(r«,)
I
2
READING
GROSS TIME
(MINUTES)
NET TIME
(MINUTES)
OB/OG
S
4/7/06
TEST HOLE PRESOAKED PRIOR TO TESTING:
3
1135
10.25
CHARGE
4
2
1205
30
9.625
0.375
5
3
1205
11.0
6
4
1235
30
10.5
0.5
WELL COMPACTED DAMP
1235
7
10.5
-
-SILTY SANDS W/GRAVELS ------ - _ - --
--
--1305 ---
-30 --
- 10:125
-0:375-
SM-GM
8
9
10
11
12
l
I
1
l
19_-1
COMMENTS:
TEST PERFORMED BY: AH
WAS GROUNDWATER
ENCOUNTERED?
IF YES, WHAT DEPTH?
DEPTH OF WATER
AFTER MONITORING:
DATE:
No
SITE PAN
LOT 2A
I THI
O
3' 0%
5/20/06
DATE
READING
GROSS TIME
(MINUTES)
NET TIME
(MINUTES)
DEPTH OF
WATER
(INCHES)
NET DROP
(INCHES)
4/7/06
TEST HOLE PRESOAKED PRIOR TO TESTING:
1
1135
10.25
CHARGE
2
1205
30
9.625
0.375
3
1205
11.0
CHARGE
4
1235
30
10.5
0.5
5
1235
10.5
--
___6___
--1305 ---
-30 --
- 10:125
-0:375-
PERCOLATION RATE: 80 (MIN/INCH) PERC. HOLE DIA 6� NCHES)
TEI
ST RUN BETWEEN: 4_5 FI', and 5_5 FT.
I, MICHAEL E. ANDERSON, CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES ON THIS DATE: 5/20/06
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT/BUILDING SAFETY DIVISION
ON-SITE WATER AND WASTEWATER PROGRAM
4700 BRAGAW STREET ANCHORAGE, AK 99519
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION: THERESA MAE S/D
PERFORMED FOR: SHAWN COOLEY
DATE: 4/7/2006 PROJECT No.: M0608
PARCEL ID#: TECHNICIAN.. T. L. KIMBROUGH
TEMP: 45°
DEI'TT1 TEST HOLE 2A-2
Ir«I>
1
2
READING
GROSS TIME
(MINUTES)
NET TIME
(MINUTES)
OB/OG
SLOPE
4/7/06
TEST HOLE PRESOAKED PRIOR TO TESTING:
1
1150
3
CHARGE
2
1220
30
9.375
4
3
1220
12.0
CHARGE
5
4
1250
30
10.5
1.5
5
1250
11.375
CHARGE
o%
6
30
9.75
1.625
WELL COMPACTED DAMP
7
-
SILTY -SANDS W/GRAVELS- - ------------
-
.----
-
SM -GM
S
9
WAS GROUNDWATER
N
49th
MICHAEL E. ANDERSON
No. CE -4781
SITF PAN
LOT 2A
I TO
10 ENCOUNTERED? 0
IF YES, WHAT DEPTH?
DEPTH WATER O%
I I M AFTER MONITORING: None
12 DATE: 5/20/06
13-
14-
15-
31415 BOH
16
17
18
COMMENTS:
DATE
READING
GROSS TIME
(MINUTES)
NET TIME
(MINUTES)
DEPTH OF
WATER
(INCHES)
NET DROP
(INCHES
4/7/06
TEST HOLE PRESOAKED PRIOR TO TESTING:
1
1150
11.0
CHARGE
2
1220
30
9.375
1.625
3
1220
12.0
CHARGE
4
1250
30
10.5
1.5
5
1250
11.375
CHARGE
61320
4
30
9.75
1.625
PERCOLATION RATE.18.5 (MIN/INCH) PERC. HOLE DIA. 6 !INCHES)
TEST RUN BETWEEN: 4_5 FT, and 5_5 FI'.
TEST PERFORMED BY: AH I, MICHAEL E. ANDERSON, CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES ON THIS DATE: 5/20/06
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT/BUILDING SAFETY DIVISION
ON-SITE WATER AND WASTEWATER PROGRAM
4700 BRAGAW STREET ANCHORAGE, AK 99519
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION: THERESA MAE S/D
PERFORMED FOR: SHAWN COOLEY
DATE: 4/7/2006 PROlECTNo.: M0608
PARCEL ID#: TECHNICIAN: T. L. KIMBROUGH
TEMP: 48°
DEPT)i TEST HOLE 2B-1
(fat) �
1
2
3
4
5
6
7-
8
9
1C
11
12
13
14
15
16
17
18
19-1
COMMENTS:
0%
WELL COMPACTED
SM -GM DP
SANDS W GRAVELS_.____
•,�
TEST PERFORMED BY: AH
WAS GROUNDWATER L
ENCOUNTERED? NO
IF YES, WHAT DEPTH?
DEPTH OF WATER I•
AFTER MONITORING:
DATE: 5/20/06
SITE PAN
LOT 2B
I
THI I
DATE
READINGG(�OSS
TIME
(MINUTES)
NET TIME
(MINUTES)
DEPTH of
WATER
(INCHES)
NET DRQP
(INCHES)
4/7/06
TEST HOLE PRESOAKED PRIOR TO TESTING:
1
1330
11.5
CHARGE
2
1400
30
10.375
0.625
3
1400
12.0
CHARGE
4
1430
30
11.125
0.875
5
1430
11.125
-
--
'-'--6
__1500
-30--
-10.25-1-0.875--
PERCOLATION RATE. -34 3 (MIN/INCH) PERC. HOLE DIA• 6 IRJCHES)
TEST RUN BETWEEN. 4.5 FT. and 5_5 FT.
I, MICHAEL E. ANDERSON, CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES ON THIS DATE: 5/20/06
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT/BUILDING SAFETY DIVISION
ON-SITE WATER AND WASTEWATER PROGRAM
4700 BRAGAW STREET ANCHORAGE, AK 99519
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION: THERESA MAE S/D
PERFORATED FOR: SHAWN COOLEY
DATE: 4/7/2006 PROJECTNo.: M0608
PARCEL ID#: TECp CLAN: T. L. KIMBROUGH
TEMP: 48°
DEPTH TEST HOLE 2B-2
(rcd)
OB/OG
1
2
READING
G OSS TIME
MINUTE$)
NET TIME
DEPTH of
WATER
(INCHES)
SLOPE
4/7/06
TEST HOLE PRESOAKED PRIOR TO TESTING:
3
1415
8.375
CHARGE
2
4
30
8.0
0.375
3
1445
5
9.125
CHARGE
4
1515
30
8.75
0.375
5
1515
o%
9.5
6
WELL COMPACTED DAMP
7SILTY
SANDS W/GRAVELS__________
SM -GM
8
9
WAS GROUNDWATER
T 7-I-
;` 49th
MICHAEL E. ANDERSON
SITF PI AN
LOT 2B
I TH2 I
O
10 ENCOUNTERED? No
IF YES, WHAT DEPTH?
DEPTH OF WATER 0%
11 AFTER MONITORING: 5 20/06
12 DATE:
13
14— Vj
15—BOH
16
17
18
19—
COMMENTS:
>t
DATE
READING
G OSS TIME
MINUTE$)
NET TIME
DEPTH of
WATER
(INCHES)
ET DROP
1"(INCHES)
4/7/06
TEST HOLE PRESOAKED PRIOR TO TESTING:
1
1415
8.375
CHARGE
2
1445
30
8.0
0.375
3
1445
9.125
CHARGE
4
1515
30
8.75
0.375
5
1515
9.5
CHARGE
PERCOLATION RATE: 34.3 (MIN/INCI) PERC. HOLE DIA, 6 (INCH S)
TEST RUN BETWEEN:: 4_5 FT. and 5_5 FI'.
TEST PERFORMED BY: AH 1, MICHAEL E. ANDERSON, CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES ON THIS DATE: 5/20/06
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT/BUILDING SAFETY DIVISION
ON-SITE WATER AND WASTEWATER PROGRAM
4700 BRAGAW STREET ANCHORAGE, AK 99519
SOILS LOG - PERCOLATION TEST
LEGAL DESCRH'TION: THERESA MAE S/D
PERFORMED FOR: SHAWN COOLEY
DATE: 4/6/2006 PROJECT No.: M0608
PARCEL IDA: TECHMC(AN. T. L. KIMBROUGH
TEMP: 48°
DEMI TEST HOLE 21C-1
(caq
1 OB/OG SLOPE
2 SILTY SANDS W/GRAVELS
3 = GLACIAL TILL LENSE
4
5 <5%
6 cl
WELL COMPACTED DAMP
7 -SILTY SANDS W/GRAVELS — - - --
SM-GM
8
9 WAS GROUNDWATER
IO SEEPS ENCOUNTERED? No
IF YES, WHAT DEPTH?
II DEPTH OF WATER 2'
AFTER MONITORING:
1. DATE: 5/20/2006
I COMMENTS:
TEST PERFORMED BY: TLK
OTHI I
LOT 2C..-- ..
0%
DATE
READING
GROSS TIME
( MINUTES)
NET TIME
(MINUTES)
DEPTH OF
WATER
(INCHES)
NET DROP
(INCHES
4/6/06
TEST HOLE PRESOAKED PRIOR TO TESTING:
1
1231
7.125
CHARGE
2
1301
30
4.875
2.25
3
1301
7.5
CHARGE
4
1331
30
5.375
2.125
5
1331
8.0
CHARGE
6
1401
30
8.875
2.125
PERCOLATION RATE; I�(MINIINCH) PERC. HOLE DIA (INCHES)
TEST RUN BETWEEN:: 4_5 FT, and 5_5 FT.
I, MICHAEL E. ANDERSON, CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES ON THIS DATE: 5/20/2006
MUNICIPALITY OF ANCHORAGE
DEVELOPMENT SERVICES DEPARTMENT/BUILDING SAFETY DIVISION
ON-SITE WATER AND WASTEWATER PROGRAM
4700 BRAGAW STREET ANCHORAGE, AK 99519
SOILS LOG - PERCOLATION TEST
LEGAL DESCRIPTION: THERESA MAE S/D
PERFORNTED FOR: SHAWN COOLEY
DATE: 4/6/2006 PROJECT No.: M0608
PARCELID#: TECHNICIAN: T. L. KIMBROUGH
TEMP: 48°
DFPTII TEST HOLE 2C7-2
Omt)
1
2
3
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
COMMENTS:
—W
SILTY SANDS W/GRAVELS
GLACIAL TILL LENSE
WELL COMPACTED DAMP
SILTY SANDS W/GRAVELS
SM -GM
FT63
TEST PERFORMED BY: TLK
WAS GROUNDWATER
ENCOUNTERED?
IF YES, WHAT DEPTH?
DEPTH OF WATER
AFTER MONITORING:
DATE:
No
1.5'
5/20/2006
SITE PLAN
p TH2
— I LOT 2C .
CROVFR DR.
0%
DATE
READING
GROSS TIME
(MINUTES)
NET TIME
(MINUTES)
DEPTH of
ATER (
INCHES)
NET DROP
(INCHES)
4/6/06
TEST HOLE PRESOAKED PRIOR TO TESTING:
1
1410
9.25
CHARGE
2
1440
30
7.75
1.5
3
1440
9.5
CHARGE
4
1510
30
8.13
1.37
5
1510
10,0
CHARGE
6
1540
30
8.63
1.37
PERCOLATION RATE:22 (MIN/INCH) PERC. HOLE DIA. 6 (INCITES)
TEST RUN BETWEEN: 4.5 FT. and 5.5 FT.
1, MICHAEL E. ANDERSON, CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE
WITH ALL STATE AND MUNICIPAL GUIDELINES ON THIS DATE: 5/20/06
0
0
m
V)
T
N
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ON N
ANDERSON ENGINEERING
P.O. BOX 240773
ANCHORAGE, AK 99524
522-7773 677-7766 (FAX)
June 19, 2006
Municipality of Anchorage
Building Safety Division
On -Site Water and Wastewater Program
4700 S. Bragaw Street
Anchorage, AK 99507
Attention: Dan Roth
Subject: Theresa Mae Subdivision, Lots 1 through 4
S-11459
Water Availability Study
Dear Dan:
We have collected information on the wells on several lots surrounding proposed Theresa
Mae Subdivision to estimate the possible depths and production rates of future wells to be
constructed on the four new lots proposed for the subdivision. Well logs were located for the
lots in Newby Subdivision immediately north of this subdivision. Logs were also found for
S.S.T. Subdivision directly to the west of this parcel and in Thayermoore Heights Subdivision
to the east. Flow tests on the wells completed during health authority inspections were found
on several of the wells and provide additional information concerning water availability.
Wells studied vary in depth from 87' to 334' below the surface with the vast majority (80%) of
the wells between 87' and 125' in depth. The static water level varies from 50' to 80' below
the surface. Bedrock was not noted in any of the wells with primarily sand gravel and silt
found at all locations. The Theresa Mae Lots are surrounded by the wells noted above and
are located in mostly unconsolidated soil formations consisting of the same gravel, silt and
sand. These formations are generally more productive for delivery of well water than bedrock
formations. The wells are all lined with 6" steel casing the entire depth with the pumping level
near the bottom of the well. The production rates noted on the well logs and flow tests varied
from 2.6 to 20 gallons per minute with the majority of the wells more than 6 gallons per
minute.
In conclusion, it is highly likely the wells to be constructed at Theresa Mae Subdivision will be
shallow and probably less than 120' in depth. They will be constructed in unconsolidated soil
formations and require casing the entire depth. Production rates from the well will be
Theresa Mae Subdivision
June 17, 2006
Page 2
between 5 and 20 gallons per minute. Actual water system production will depend on the
size of the pump placed in the well and the interior plumbing in the house. It is apparent,
based on our study and the results achieved on the wells surrounding this property that
sufficient water is available for the development of the four lots in the proposed Theresa Mae
Subdivision.
Please let me know if you have further questions.
Sincerely,
Michael E. Anderson, P.E.
Attachments
49th
MICHAEL E. ANDERSON
i. No. CE -4381 ,
WATER WELL RECORD
• STATE OF ALASKA
• DEPARTMENT OF NATURAL RESOURES
Division of Geological 5 Geophysical Surveys
LOCATION OF WELL (Places complete either Is, 10 o Ie.)
Drtiting Permit No. R7f11(11
A.D.L. No.
Section No. Township NQ Range EQ Meridian '
1.. Derough•Subdivision Lot SIoc1 m. 41 hi
Arch. SST 4 2 _ef_er_el_ SQ wQ
Ice DISTANCE AND DIRECTION FROM ROAD INTERSECTIONS S. OWNER OF WELL:
Mr. Andrew Ori(
Address: 4701 lbrie stead Trail
Street Address and Area of Well Location
2. WELL LOG Fe.l 801°.
S.rfu.e
d, WELL DEPTH: (final)
iD
S. DATE OF CO;►LETIg7
!
Material Type Tap Bello.
fr
—
Rrd pin. h. lrr.11d= @ 2' 0 31
S. E] Cable fool 011alory QDrives ODDS
❑ Auger ❑ Jelled ❑ Bored Q 0tnert
firr., lase 8MM1 w% etrAs. Of till 31 48
01 t• =4 48 64
7. USE: Q Domestic ❑ Public Supply ❑ Industry
❑ Irrigation O Recharge ❑ Commerical
❑ Test Well ❑ Other:
stay, wndv clav 64 76
E:UL, MrA Mr1CS.) FCt 76 3
llgtar qF-A: edrt7 814, CT2
B. CASINO' ❑ Threaded ❑ Welded
dl, m. 6 In. to % fl. Depth Weight 1/ Ibs./ft.
2140/
diem.—IN. lei/l. Depth SlleauP1'.
-Xfr-}?4 1L Clemer � 1 92 95
cimrse, -Ater oaf u 11.'X'dYe '�O J(5
'�
S. FINISH Of WELL:
Type. 7[-x bot cri Dia"Wor
Slot/Mesh Site: Length:
Sol heiwe.n ft. and ft.
Beetfllling Grev.1 Peet
RP
10. STATIC WATER LEVEL' ft. 7 xf
1�
fPLm N
❑ Abo.e or Q BdO. lend surface 0°t°
OEP
Equipment used: a c�—ic Deter
I1. PUMPING LEVEL bele._, lgnd surface and YIELD
d l+
` it. Offer 4,4. pumping=a.r.m.
It. offer _Me. pumping Wig.►.m.
'
12.GROUTING Well Grouted: (] Yes Q No
Mole,ial: O Moat Cement C] Other:
13. PUMP. (If avalloble) H►
Length of Drop Pipe it. capacity g P.M.
0 Subm. O Jet O Contriflcol Q Other
1/.REMARKS:
Ie. WATER WELL CONTRACTOR'S CERTIFICATION,
13. Water Temperature �• ❑ F ❑ C
This well woe drilled °oder my jurisdiction and this report 1s true to the best of my tno.fedg. Dad bells ,.
%ttmmilirw Co. AMR:
R.01e1.100 8,1110.6. Nam. Contract License Number
Add,@,,: }i7-1
319n0057Y� Dar.: 7/10/87
••' Aalhorlsed Representative
Form 02-WWR(11/81) Copy Dislribullen: WHITE -State DOGS. PINK-Oriller. CANARY-Cu.1emor
MUNICIPALITY OF ANCHORAGE (MUA)
EAV U�rppA HEALTH AUTHORITY APPROVAL (HAA)
/�fNrgtSOFMy� CHECKLIST -FEBRUARY 1984
fRVj�FSORgGF 264.4720
R R�G19 J9BJ /S/av Legal Description: LU' 4 t�'S• 2 Ssr %,y",
A. WELL '141 �CD
Well Classification ��� If A. B, C. D.E.C. Approved (Y/N)
Well Log Present(Y/N) Date Completed C "r Yield
Total Depth _J— Cased to,0— Depth of Grouting AMA
Static Water Level V&I - Pump Set At 15
Casing Height Above Ground �l'mr Sanitary Seal on Casing (Y/N) `CLAS -
Electrical Wiring in Conduit (Y/N) �l'.5- Depression Around Wellhead (Y/N)
Separation Distances from Well:
l
To Septic/Holding Tank on Lot )bcOl } : On Adjoining Lots (�
To Nearest Edge of Absorption Field on LotI_illi24 f ; On Adjoining Lots
To Nearest Public Sewer Line W/A' To Nearest Public Sewer
Cleanout/Manhole MIA To Nearest Sewer Service Line on Lot toe), {
Water Sample Collected byDate ws� 13 7
Water Sample Test Results
Comments
B. SEPTIC/HOLDING TANK DATA -y - SCC+ C-*" VU i S
Date Installed Sae No. of Compartments
Standpipes (Y/N) Air -tight Caps (Y/N)
Depression over Tank (Y/N)
Pumping/Maintenance Contract on File (Y/N)
Holding Tank High -Water Alarm (Y/N)
Separation Distances from Septic/Holding Tank:
To Water -Supply Welt —
To Property Line
To Water Main/Service Line
Course,
Page 1 of 2
72026(11/84)
Foundation Cleanout (Y/N)
Dale Last Pumped
;for
Temporary Holding Tank Permit (Y/N)
To Building Foundation
To Disposal Field
To Stream, Pond, Lake, or Major Drainage
W &Z0=3=J1 /l;A E ILJ."z tai a ai i LMac- - r�Jr•c- uuu:
off,.;:-���k1� � �� ✓✓
DATE / j
LOT 5
/V 89.56'59"w
299.67:
N �
9 Qi
GOT 3
SEf'AC .
/
1 Pq I
/ Y• 1
/t
o op ,�'raEENsE��
59"w
(o'/z w.
Y
P.l.
Anchorage RecarOV Precinct, Alaska
I92S
LOT SURVEY CERTIFICATION LEGEND
Ilalnar.vr.yM lrrpr.perfyaM•n
P.
WA eo.caadmwn M ?o
MoNar-dathaa..aenMlW IT.MoOrrira*0
arty kwSand dono aby onmed)wwtWopgrry OW 1111131 n2aZWbSWMrwuvWN
?
Yprov.mrn.an MIWO poprry ervbD orvrds w eh"ble •.yB .'A'nDar claw na'nY r
burrondn Iid pm."y norooC•.WIOWW Oremoeur Nall.
Mnaarreron wia Y'�VMY ••e.P a. Ygb.rsa M.r.u. '
Scale /Yy • Date J� Preparedbl* R. L. BUTTON
� ...!`!
0/-/6.-d71
/ — /F. —V7 NaO�aM Ave.
. AA06"rpr
J /sn)IPf9.620a J/9W. E/9nM Ava.A�a'o9a. A/aab 9950/
Ref. ,24 5.9 ea No. -.53 I Pr°°e"%A—.-ri%/- / U/7 ch
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1
CONCERNS I
1
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I
1
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1----------------
♦
010 MMOACHNENT
I
CONCERNS
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/1CTD VE W7 WCLL LOCATION
BLOCK 1. \\
I
-J -- - - - -
-------------1--------.-----�-���
1
1
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1
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DACE:
�aBy:
pF,9,1
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A XSFA «'ATER & WASTCNN'ATI;R
SONE.
1"
CONSULTANTS, INC.
• ... : ♦ '
NM H.eM /O/11 4/M M < /Mf W<GI /< • //< fan11]].J/ce
0
i
PREPARED IOR PHONE IMNBCR:
PAGE NUMBER:
PAUL do LORRI DAVIS 333-5794
1 OF 3
a' est
�'�,'.� • •., —7953
���
LEG& 06CRIFWN:
SST SUBDIVISION; LOT 2. BLOCK 2;
•.•
��'
WOR
TTPEt0"0
0 SCK:ALE SITE PLAN
® Municipality of Anchorage AL
Department of Health and Human Services dam
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description:, KLKA1SwParcel I.D. 0/5 -08,2- 19 —OM
A. Well Data
Well type If A. B. or C. attach ADEC letter. ADEC water system number lA
Log present (YIN) y1=5 Date completed 12 Driller �&\f 51jzs ,
Total depth 13Zy Cased to —Casing height
r
Sanitaryseal �r'S Wires property protected i J) �S
WATER SAMPLE RESULTS:
ColNorm
FROM WELL LOG
AT INS ECTION
Otherbacteda
Date of sample:
N 4Q6 S
Date of test
S� S tNGnvEE/trntG
Static water level
WK
r
T
Well flow
1A
g.p.m.
Pumplevett
UNk
/3/.4
o
o
< 0
m
C
�
SEPARATION DISTANCES FROM WELL TO:
C�
C
r�^
Septic/holding tank on lot t66
; On adjacent lots IOU 'f
oR
Absorption field on lot
100V
; On adjacent lots /00 f
Public sewer main
AA
Public sewer manhole/cleanout
Sewer service line
bis
h 01 6)0(10
Petroleum tank
–
WATER SAMPLE RESULTS:
ColNorm
Nitrate
0.10 -.VL
Otherbacteda
Date of sample:
N 4Q6 S
Collected by:
S� S tNGnvEE/trntG
B. SEPTIC/HOLDING TANK DATA
Date Installed 9 IA(,1 4�?Tank size /0150 Compartments 2
Cieanouts YEC —Foundation cleanout (YAC /lb Depression (Y
High water alar (Y& A Alarm tested (YM) A -) 1A
Date of pumping Pumper A4" /AAqE .5EeV/CJEI
SEPARATION DISTANCES FROM SEPTICMOt"G TANK TO:
Well(s) on lot I Cid 1'1- On adjacent lots 100 i� Foundation 10
To property line 1 (3 •*F Absorption field 8 • Water main/service line !0 f
Surface water/drainage 1064
n,M PM)'FWM CONTINUED ON BACK PAGE
I� Borough ubdivisian Lot Block Ib. 1/44116. Section No. TOWAehip N❑ Rases E❑ Mfldlaa
f=c'N ,1—of_ef_ol_ S❑ To 01
WATER WELL RECORD
3. OWNER OF WELL �m 6I_M akn
Address: 'o I`w111 c�
STATE OF ALASKA
U
�jB6l q Ndr
DEPARTMENT OF NATURAL RESOURES
Division of Geologicol d GeoDRYsicol Surveys
N0I10310Nd 1VIN3WN031AN3
A. WELL DEPTH: (/1441)
�QL�
T WV311 i0 '1d30
Material Type
JIE1V MCC d0 AM101W W
fl.
Z
Drilling Pormlt No.
LOCATION OF WELL (Please complete either lo, Ib or lc.)
A.D.L. No.
I� Borough ubdivisian Lot Block Ib. 1/44116. Section No. TOWAehip N❑ Rases E❑ Mfldlaa
f=c'N ,1—of_ef_ol_ S❑ To 01
a1 OIST�AINCE. `ANO DIRECYYC/ NdFROM ROAD INTERSECTIONS
:_1111
klEObq f.y Abbalt
3. OWNER OF WELL �m 6I_M akn
Address: 'o I`w111 c�
Street Address and Area of Well Localten
Y. WEII. L00
feel B,ler
Serlaca
A. WELL DEPTH: (/1441)
�QL�
S. D TE OFC pLETI
]f O !
Material Type
Top Bollen
fl.
Z
6• Cable tool ❑ Rotary ❑ Dllvea ❑ Dug
❑ AVG$, []Jolted ❑ Bared ❑ OOlor I
L��1•i��
7. Ug E: Oomestle ❑Public Supply ❑Industry
I�11
❑ Irrigation ❑ Recharge ❑Cpmmerloal
Teat Well E] Other:
0661 rB
It,
{.x y�il ��_n rive)—__—
in It?
m 41
S. CASI G- ❑ Th�n�a, /yd ❑ Welded
diem..MIn. 1 91t. Depth Weight /1 lbapt.
_
dlem._In. to_ It. Depth SOcbup 11.
ni1�'
L
B. FINISH OF WELL:
� y
LI1� -_� i.r{
Ty pN Diameter:
Slot/Meeh SteYSIn: Le.glh:
101
Sol between It. and fl.
Q_3 lrl:vLA._
Baabfllling Gravel peak
41
10. STATIC WATER LEVEL: 11.
-------
— --• •-----••--
❑ Above or ❑ Below land average Date
Equipment used:
---.--.—.
+.~ /
11. PU►ty'J2+0 LEVEL baler landr s and Ly
_-tJ•g-/-1 surface
n. *tear "Nra. I 4.p. m.
_ft. after hre• pumping �O.Pm.
12.0ROUTING Well Growled: ❑ Yeo 9No
---- --- -/�
Material: ❑ Neat Cement 0 her:
13. PUMP, (It available) NP Z
— --�---
Length or Drop Pipe ft. aapocill a.P.m.
--- __ ——_-
—•_ _ — - _ •_--_--
❑ Subm. ❑ Jet ❑ Canlrlrltal ❑ Olhor
14. RE M A RK S'
16, WATER WELL CONTRACTOR'S CERTIFICATION:
16. Waley Tempe ret cur• ❑ F (3 C
Tait ..Il was drilled uno,, my Iv/isdiclien Gad this !*purl
RLPIIX.Tk wdiii l brb
Is Irv* to the best of my ans.l4dg* sea belief;
__AAgj
R.g,Her,d Busln*n Nam,
Contract License Numberfi AK r
C.gn.d :. __ I �iM1/4n/L�.—Jtdi.II�>JLN.LC!SI_
Autner tree Rep n*ntatir,
For. 02•WWG fol/BI) COPY Dinriealioa:
WNITE-$late OGGS, PINN-Driller. CANARY-Cuslamer
1" = 60'
&CALE
SITE PLAN
DESIGN
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Drilling USG' do. �14ay
�� II Area
Driller—
Well Owner —//!»7�`'S �V���Gy Use of Well 41 hii_t P�
Location (address of: Township, Range, & Section (if known); distance from road:
1.y,y'<<�
Sizeo' fCasingL-LDepth of Hole feet. Cased to 'V6 �� feet.
Static water level—"—feet (sbaw) (below) land surface. Finish of well
(check one) Open end (�): Screen ( ): Perforated ( ).
Describe screen or perforations:
Nell pumping test atallons per (min) for _hours with
.j feet o drawdown from static level.
Remarks
WELL LOG
to
to
to
to
to
to
to
penetrated, s
z
• 3�.�• ' � .v;.. :. iii: �I' �3J
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of
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�O Cos
CosCos
R) N 89'57'W 108.83
N 89'57'58'E 108.5:
Mj
LO
THAYER CIRCLE NOTES:
NO NEIGHBORING WELLS +100'
NO SURFACE WATER +100'
NO KNOWN CURTAIN DRAINS
Distances (feet) FCO STI ST2 C01 CO2 CO3 C04 C05 C06 MTI MT2
House A 22.0 30.9 37.1 39.4 39.5 47.4 61.0 52.7 66.8 40.2 60.9 o WELL
House B 27.9 30.6 33.9 36.5 37.4 53.3 68.2 90.8 99.7 68.5 78.5 • TEST HOLE
�V'/ 031
PID
o150811�
0 NEW STAND PIPE
B
PAGE 2 OF 3
'"**,NEW TRENCH DRi
SEPTIC
S 89.58-E 180.00 (REC)
A
LOT 2 SEPTIC
WELL TO N +100' TO
PROP. LINE 89'59'50'W
179.71' (M)
10 FT. UTILITY EASEMENT
A S
B
1
_
------------------------------------
-------
----LOT-
nv
LOT- 2 SEPTIC
/
\tr
LU
N'oo
NEW 1.250
CALLON SEPTIC TANK
0
e
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/
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R) N 89'57'W 108.83
N 89'57'58'E 108.5:
Mj
LO
THAYER CIRCLE NOTES:
NO NEIGHBORING WELLS +100'
NO SURFACE WATER +100'
NO KNOWN CURTAIN DRAINS
Distances (feet) FCO STI ST2 C01 CO2 CO3 C04 C05 C06 MTI MT2
House A 22.0 30.9 37.1 39.4 39.5 47.4 61.0 52.7 66.8 40.2 60.9 o WELL
House B 27.9 30.6 33.9 36.5 37.4 53.3 68.2 90.8 99.7 68.5 78.5 • TEST HOLE
LEGAL: L1 B2 THAYERMOORE HTS. SUB.
OWNER: DAVID ANDERSON
DATE: 09/30/97 SCALE: 1" = 30'
BRENT P. EATON, P.E.
11835 SPYGLASS CIRCLE
ANCHORAGE, AK 99515 PH. 229-3777
.n� rscn�w.
CE -9126
0 NEW STAND PIPE
PAGE 2 OF 3
'"**,NEW TRENCH DRi
SEPTIC
PLAN
A S
B
U I
L T
DESICN0000Y
LEGAL: L1 B2 THAYERMOORE HTS. SUB.
OWNER: DAVID ANDERSON
DATE: 09/30/97 SCALE: 1" = 30'
BRENT P. EATON, P.E.
11835 SPYGLASS CIRCLE
ANCHORAGE, AK 99515 PH. 229-3777
.n� rscn�w.
CE -9126
. �.
Municipality of Anchorage
' Development Services Department
BuIldingeafeODIVIsion
4700 souc+erspnwst
P.O.8ox 198630 Anchorage, AK 993194
WWNA9ftdWrV*Ak,us
(907) 343-7904
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Dom= THAYERMOORE HEIGHTS SID: LOT 1. BLOCK 2. Pagel ID: 015-081-19
A. WELL DATA
Wee type PFWATE If A. B. or C provide PWSID# N/A
Date ,x/8/97 SaMiuy seal (YB4) SES
Toby depth 1 t5R Cased to —M—t
FROM WE L LOO
Date of East 4/8/97
Ststa water level 83 t
Wed producdoo 100 p.p.m.
WATER SAMPLE RESULTS:
Web Lag Cy" YES
Wires propenY Ted (YAM YES
Casing; height (above ground) 120+ Ir
AT INSPECTION
2/16/01
61 fl.
6.37 g.p.m.
calorm 0 cowl sH00 mi. Nitrats3.12 M01- Other bseterla 0 Oalonlesf100 mI.
Delo of est; 2/16/01 Collected by: AWWC. INC.
B. SEPTICMOLDINO TANK DATA
Tw*Typ&uatem STEEL Date Installed 2/30/97
Tank sbs a 1250 pal. Number of Comperbnerhts E Cleenouts (YM) YES
Foundation rdoanout (YAM YES Depression over lank (YIMNO High Water alarm (YM N/A
Date of punk*p 2/14/01 pumper DENAU SEWER AND DRAIN
C. ABSORPTION FIELD DATA
Data lnsiatled 10/3/07 SOO Mtrlppd for M/bdrm) 0_6 System tYPS TRENCH
Length 100' t Width 5 it. Gravel below pips -1-2L
Total depth EA -7.5 t E f. absorption am 1000 R' Mwftft lube YES Depression Over SaidNO
Date of gdequaW lest 2/16/01 Results (PasslFall) PASS For 4 bedrooms
Fluid depth In absorption held I a I a lest 15 In. Water added 657 qW. New depth 27 h.
Elapsed Time: 30. min. Final fluid depth 26 h. Absorption rale a. 450+ g.p.d.
Any reMnmatlon treatment (past 12 mo.) (YIN a type) NONE KNOWN H Yes, 9" data -
I
g �I
n C'
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LOT 1. BLOCK 2.
NETTLETON ACRES S/D /3
LOT I. BLOCK 1,
NETTLETON ACRES S/D /3
-_______-___f7�----------------------------------
--------------------------------- - - - ---- - - -- - - - -
----�
------------ / ----------
LOT
iLRmc NEWSY /D
cj1 \\; j
\ �r 1
PA I 1
1 j I I I
100r____, WELL RADIUS 1 1
ALO WTE I
WELL
LOCATION El TKmYSYSTEM I
4-1-17T
�
ARS �� �/ -_ __-
I Y c•
LOT 1.
NEWBY S/O
PROPOSED SEPTIC SYSTEM UPGRADE
(SEE DESIGN PACE 2 OF 4) —
i
I
OfISTMC I
4 Nro U \ rT
NEWBY SO/#I
----------------------------------------------- 1
--------- ----- -•I
F& -L,0 vE2lr—•(
—� ccrlsTne+crw� '^
1A INETTLETON S/0 /1
r� + C;AR ,C
I
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i INETTLETON S/O p
I
5
LOT 2. BLOCK S.
IHAYERMOORE S/D
wT— �� !333!"��-�.iit' ►•�T_.�
LOT 2. BLOCK 1.
THAIERMOORE S/0
AEPTIC
ReD
CONSULTANTS& GENERAL CONTRACTORS
(� :' 4
370, E. TL" ROAD. SUIT 10- - A4CMORG GE. Ar 49507 • RROw f007q]7dn4 • FA% M0iU7!-7zte -
1" = 100+
.e.......••.
r,
"'' "'
LOT 2. BLOCK S.
IHAYERMOORE S/D
wT— �� !333!"��-�.iit' ►•�T_.�
DRAWN BY:
C.J.G.
GARNESS ENGINEERING GROUP; Ltd:
SCALE
CONSULTANTS& GENERAL CONTRACTORS
(� :' 4
370, E. TL" ROAD. SUIT 10- - A4CMORG GE. Ar 49507 • RROw f007q]7dn4 • FA% M0iU7!-7zte -
1" = 100+
.e.......••.
r,
"'' "'
.• •••••• ••••• .
•
PREPARED FOR PHONE NUMBER:
LARRY WALKER 346-2674
PAGE NUMBER:
1 OF 4
+��
•••
Orn SS'
LEGAL OESCRIPTION:
NEWBY SUBDIVISION; LOT 28,
�vt+e^
a4�u,,°
E 795
.....•..•,.•'cq.Ff:
TYPE OF WORK:
SITE PLAN FOR PROPOSED SEPTIC SYSTEM UPGRADE
of!s?+10^1 ���
B3ox 1360g. sauna: Il,71ouo n EA EAN(0110PAC)R v AIL ASIE-ZA UM502
044 -o7141 -
SIX INCH WATER WELL DRILLED AND CASED OUT TO THE DEPTH OF
DRILLED AT THE RATE OF ;2%.00PER FOOT.
PROPERTY OWNER 1A. Zell -0n.te 276-510)172 ^74-f.57S
LOCATION OF WELL SITE 2- 1 1i1L•. 3 Sub. -'jAyE
12.5 Te l..
VeAn.Le CLuu.o of. ;:rtmp-aAL i)Riilln� n+_loo.
DRILLER MON1rfcA,ttY OF 01CHO AGE
Cwi ," .
WELL LOG: ENVIk�—%-- . IJN
t.'----_ s.f.l t.v cov.t..u: • .2uvr 1. antl bovAde' t.�.
l :•
30;ryRave.C. _ n C �• C I `/ "�
flrrt<Ipan. ,: r.ra:enrc.-1 g2ave.C.
;n•,d ot.can. .<trc'. a:crcafnn eoivwc. y;tcv, 1. 5houriw/ a. tr-_nduct.inn. of
t rc :•o .i pco. r.: irt. 40 Lt ca i4it, of, ba-btart.
%j ratc .atb:a: ta•U,l.e ,'or..;; ohowld be .11141 ue<1 ;ion. nj hntt.aln.
:'nat n!' JLi.>a.u,.�: :?7.('.i• ;,..^Y ,root ?: 125 Pest.: .2 �_^_±.OG
1705L 01' °'cJL .lenl.: 23.00
COST INCLUDES ALL LABOR AND MATERIAL FOR COMPLETION OF SAID DRILLING.
WRITE CHECK PAYABLE TO RAMPART DRILLING WORKS FOR THE SUM OF .•!C17.00
THANK YOU VERY MUCH.
BERNIE CLAUS OF RAMPAR DRILLING WORKS
SERVICE CHARGE OF IY,% PER MONTH WILL BE ASSESSED ON PAST DUE ACCOUNTS.
..M1!�.•wK••1•ww�.alMe!.RtiPs•s+FR:t�A�i.T2a�!wtPv.ev.'lnsi+/ V.•..*+ywsK:,
Municipality of Anchorage Aga
MEM
Department of Health and Human Services an
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: 4 o4,1. 13113 1 �iaNtr Imoe re Parcel I.D. Q / - 081 I L{
A. Well Data
Well type 12 If A, B, or C, attach ADEC letter. ADECJ water system number ! &
Log present (Y/N) X Date completed Z/ 81 Driller TZO-4" (26 v
Total depth IAS Cased to 102 ti Casing height Ll D �r
Sanitary seat (Y/N) Wires properly protected (Y/N)
B. SEPTIC/HOLDING TANK DATA
Date installed Z / Tank size l o-e-cCompartments P-
Cleanouts (YIN) `Z Foundation cleanout (Y/N) Depression (Y/N) til
High water alarm (Y/N) 1-1/A Alarm tested (YIN) N �/-V
Date of pumping I -VA Pumper t -//4k
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO:
Well(s) on lot roto On adjacent lots lb U Foundation
To property line 3o Absorption field 3.h Water main1service line
Surface water/drainage
7•z-020(=)'Front CONTINUED ON BACK PAGE
FROM WELL LOG
AT INSPECTION
Date of test
"7/1 z /81
t l'tt l g 3 MUNICIPAUIt Vr nrn rw:�'vc
DIVISION
Static water level
77
ENV(ftOtJMENTALSErtVICES
7 5
Well flow
10f"3
g.p.m.
g.p.m... � � 1994
Pump leveit
Bo 4oy"
12 y
RECEIVED
SEPARATION DISTANCES FROM WELL TO:
Septic/holding tank on lot
/AZ)
; On adjacent lots 14 ,0
Absorption field on lot
l#a
; On adjacent lots i!
o
Public sewer main
NI
Public sewer manhole/cleanout
N�H
Sewer service line
ilt'O
Petroleum tank
0
d H e -
WATER SAMPLE RESULTS:
Coliform
Nitrate
3 • Other bacteria
n /
Date of sample: "72
3119 H
Collected by: T�S
B. SEPTIC/HOLDING TANK DATA
Date installed Z / Tank size l o-e-cCompartments P-
Cleanouts (YIN) `Z Foundation cleanout (Y/N) Depression (Y/N) til
High water alarm (Y/N) 1-1/A Alarm tested (YIN) N �/-V
Date of pumping I -VA Pumper t -//4k
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO:
Well(s) on lot roto On adjacent lots lb U Foundation
To property line 3o Absorption field 3.h Water main1service line
Surface water/drainage
7•z-020(=)'Front CONTINUED ON BACK PAGE
AL
�1
B C -
2b`
AD
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so
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-7
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I �• I
A r I
97.
S; thol
Ch_, 1(
99.8
lot
T
25 0 2s W ;-j
rao Its rsa
SCALb 1' = 50 FT.
TOBBCN SPURKLAND P.E. LOT L BLOCK 3 THAYERMOORE HEIGHTS SEPTIC SYSTEM AS BUILT
203 W 15TH. AVENUE
ANCH. AK. 99501 7201 RUSSCL CIRCLC DATE, FfB. ?O, 1994
1o71 »n_on,rt MARION KOVACKI I I SHECI- 113 GRID 0439
LOT 1 LUT 2 1 1 LOT I
I I i I
I I II
III
i
LOT
L7HA?CV 1 I I LUT 2
'VIII
I I Lars �� 1
T a S
eFPO 1 �
I
Welt — _ j I LOT 3
I(13
LOT 2 1 1 1
I
I �'•• � 111 J
1 -- LOT L17iT4
LOT
I 1� I� III
i LOT
--_ — —————— _ — — — ——
!
. �/Pad/L�(�/�/ � • . .
SO 0 50 !00 150 200 230 300 '
SCALD Y = 100 FT.
OBBEN SPURKLAND P.E. LOT I, BLOCK 3 THAYERM19GR£ HEIGHTS SEPTIC SYSTEM DESIGN
203 W 15TH. AVENUE 7W �a EI� DATES JAM IL 1991
ANCH AK. 99501 MIRWAfADVACIa I I SHEET, 1/3 GRID, 2139
m •n " •n m
a z a a 90 70 70 b z z z
0 0 0 0 0 0 0 0 0 0 0 0 0 0
i o
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i i I i i
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RECEIVED
Municipality of Anchorage : JUN .O. 4 199
CR ,/ DEPARTMENT OF HEALTH & HUMAN SERVICES MUNICIPAunoeANC
MEN
Environmental Services Division . ENVIRONIALSERYI
825 L Street, Room 502 • Anchorage, Alaska 99501 • (907) 343-4744
Health Authority Approval Checklist
Legal Description: Le T S D La c.K Z Parcel I.D.: O) S'— D V 1
TFIAY44mOA& Harasrs
A. WELL DATA
Wall typo I' R r vel T € It A, B, or C, attach ADEC letter. ADEC water system number
Log present 6%19) Y f S Data completed k S 81
01 r �.
Total depth 11 / Cased to 40 + Casing height (above ground) I I
Sanitary seal (9N) 7 k. J Wires properly protected ON) YL 1
FROM WELL LOG AT INSPECTION
Date of tost _ Sf s' 8 / S 17 I c1 K
Static water levet 1 740
Well production a O g.p.m.
WATER SAMPLE RESULTS:
x R4't7.t�i�tD
7. 0 L g.p.m.
4Y VIM A ¢ p6v M'4/NG
Coliform .O Nitrate 3 : 41 Z Other bacteria o
Date of sample: b—�r/g Y �- Nl to �a f Collected by:NEERING
B. SEPTIC/HOLDING TANK DATA Eagle River; Alaska 99577
Date installed to /1 /Q2 Tanksize 1 ara Number of Compartments Cloanouts(&N) Y� s .
Foundation cleanout (rY%Nj'; Y& S Depression (Y(M -10 _High water alarm (Y/f 0
Date of Pumping' 10 q A 7 • Pumper f1 'f' N4M s sf•¢ vicA
C. ABSORPTION KIELD DATA
Date installed ►0�'3g Z soil rating (g.p.dJftlorft'/bdnn) 0-'1s System type 7-fd~omf. Jr
Length . q s' /� %'s�Width-'3 r Gravel thickness below pipe 7 Total depth JO
t
Effective absorption area 13 3? Monitoring Tube prosentoN)Y45 Depression over field (YA0 : 0
Date of adequacy test S 17 1 q Y Resultsas /Fail) ' �'+% S For bedrooms
Fluid depth In absorption field before test (in.);x Y'10 Immediatelyalter O�Sgal. water added (In.):, 6 I
Fluid depth 6' 0 (Ins) Minutes later: x 3 ° K Absorption rate = --LO ° •'F g.p.d.
Peroxide treatment (past 12 months) (YG) No..a "0" 0" If yes, give dale `
.* w wcR 4joco ". wt+r rA"c.# e,vr,v. EAST 744• cel �i . �• q
o/a aMrs�t. ,
72.026 (Rev. 3/96)'
Permit No.�C ?z(2 258 Page 2' 01 2
Municipality of Anchorage
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744
On -Site Wastewater Disposal System and/or Well Inspection Report
Legal Description: 10Ti� zi. T,�as noaG__ni.X,ED. PIDNo.: Qj„t;0R//
WvJ l'Lmo GItt.
Anre+. 'TAM'
MTI
1�7
10.013 A Imo'.. 9101) MOA 7s
Cel
YIELD —►
942
4 EDEN
HSE
TIMA - ToP of C=roc. SLA4 E iRaWT D .s.
�VRIDSLDTr'Ctn' OVER 4.S.t" Ta4"t1� �-
ILL'
!%�h6g }SSE
a"
"Ai ills Ha
o. - is
-M -W DRILLING, INC.
DRILLING LOG
n.
Well Owner Ste'Vca m Construction Use of We» Dour.
Location (address of: Township, Range, Section, if known; or distance main road
l.w. 3 1, -,l: 2 SST Subdivi3i.on, Ancitorctpe
Size of casing � �Depth of Hole 9i; feet Cased to----* • feet
Static water levet 50 ft. (ab'ttva)' (below) land surface. Finish of well (check one) open end
Screen ( ); Perforated (. )..
Describe screen or perforation i\/A
Well pumping test at--l-0—gallons per (IYd'uff) (minute) for---L--hours with 3.009 {t
of drawdown from static level.
Date of completion ''• / / %%
WELL LOG
Depth in feet from
ground surface Give deiails of formations penetrated, size of material, color and hardness
0 TO 2 Caring'stickup
2 TO 3.. Organics
•; . TO ' Biiiy 'gravel
15
TO
4"
Silty:cobblca
45
TO
79
Loose
gravel
79
TO
8 i
Sand
�
ES
TO
92
Silty
gravel ..:.. .
92
TO
9&
Sflndq
-iiater gravel
.TO—
OTO
TO
.TO-
To—
To—
To-
To-
TOTOTOTO
NWtA'A Certified Contractor
Certificate os.
2
2 —STATE
"'WNICIPALITY OF ANCHORAGE
Hea and Environmental .Protea ,n
Fourth Floor West
825 L Street
Anchorage, Alaska 99501
264-4720
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEMA
NA�Nfj�.J ^ v /�i � MAILING ADDRESS PHON��6 y
LOCATION J-f-�. � SZeta �P[LEGAL DESCRIPTION 4e� T' SU 626
SEPTIC TANK- ^
DISTANCE II/UJr�[,��,-'� c NUMBER OF
FROM YJCLL 1pd MANUFACTURER( 2'af-je MATERIAL aT¢-�� COMPARTMENTS
`��
INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY`"- GALLONS.
irTOTAL ENGTht
DISTANCE FROM WELL/ FOUNDATION � NCA,RREESST LOT LINE OF LINE ��
# of Lines DISTANCE BETWEEN LINES _/.—TRENCH WIDTH-&- IN. TOTAL E3i
EFFECTIVE
ABSORPTION AREA SQ. FT. LENGTH OF EACH LINE �7 '
or DEPTH OF FILTER
DEPTII: TOP OF TILE TO FINISH GRADE MATERIAL BENEATH TILE ABOVE TILE 6 IN.
SEEPAGE PIT:
_
DIAMETER—OR WIDTH, LENGTH_, DEPTH
Log Crib _Rings_ Crib Size:! DIAMETER _DEPTH_DISTANCE FROM: WELL
-" TOTAL EFFECTIVE
BUILDING FOUNDATION_, NEAREST LOT LINE . ABSORPTION AREA (WALL AREA) SQ. FT.
Well P07 -
Class: iji)
ciClass:iji) Depth:
Well Distance To: Lot Line
Bldg: Sewer Line:
Pipe Materials:�
$ of Bedrooms:
Installer:
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rM-W DRILLING,
DRILLING LOG `-='�� �'�•! 1
Well Owner :f^ril. Ltlr3.,:oon Cuni('.xt7cL'ioti Use of Well 1)om•
Location (address of: Township, Range, Section, if known; or distance main road
1..i4C 5 Lli, ST Subdivision, aachora,^,r,
L 16., feet Cased to •(by feet
Size of casing Tlepth of Hole
Static water level 70 ft. (i96Ve) (below) land surface. Finish of well (check one) open end
Screen ( ); Perforated (. ').
Describe screen or perforation II/A
Well pumping test at 8 ga- ons -per (IYbVr){ (minute) for I. hours with----
of
ith of drawdown from static level.'
Date of completion ---!2/_2/77
WELL LOG
Depth in feet from
ground surface Give details of formations penetrated, size of material, color and hardness
0 TO Casing stickup
7 TO 'I `Jrganics
3 TO 33 Si1tP hardpan
TO
Loose travel
Loose
gravel'
45
TO
fi0
60
Tp
70
70TO
3
30
TO
105
3.05
To—L7
rrnvel
1. Y.0
TO
L/h-i
1.i;.3
TO 150
150
TO
160
150
TO •
165
TO
Loose travel
Loose
gravel'
Silty
Rrrivelly herrdpan -
Sandy
gravel
^ilt-.v
hflrdnrn .
Sandi
rrnvel
sanjy water srayOl NtVWA Certifier) Contmehrc
Certificate No's. 814 & 973
2 —STATE
MUNtCIPAUTY Of ANLHORAr l:
RO"NTAI SERVICES DIVISION
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES DEC �p 199s
Environmental Services Division
8251' Street, Room 502 • Anchorage, Alaska 99501 • (907) 343-4 /' C I 1 ,E
Health Authority Approval Checklist
Legal Description: to 4 .S, 6 /oek -2, S S T Parcel I.D.: IS/
A. WELL DATA
Well type Pre t,'A I;-- If A. B, or C. attach ADEC letter. ADEC water system number
Log present (YIN) Date completed /A- z- 77
Total depth 111 5 r Cased to / /o s / Casing height (above ground) eZ i. 1e
Sanitary seat (Y/N) 4Le6 Wires properly protected (YIN)
Date of test
Static water level
Well production
FROM WELL LOG
7o /
ATINSPECIION
4- Po -9G
(o&. 8"
g.p.m. d. /n g.p.m.
WATER SAMPLE RESULTS:
Coliform& Nitrate d. / Other bacteria
Datc of samplc: 12- 3- 96 Collated by: S . P &W41 f
B. SEPTIC/IIOLDING TANK DATA
Date installed /1-4-71 Tank size/.2-5-0 Number of Compartments _�Z Cleanouts (Y/N)_W
Foundation cleanout (YIN) 4tn Depression(YIN) _00 High water alarm (Y/N) AM
Date of Pumping 9-.2e.-9(, Pumper `/,,A14-tX ye�nrp<.ig
C. ABSORPTION FIELD DATA
Date installcd /te11 Soil rating (g.p.d./ft=orfe/bdrm) zoo System type 7✓e�yn .•�1�
F
Length Width / Gravel thickness below pipe Total depth / 79 '89),L
Effective absorption arca 17-12-41 Monitoring Tube present(Y/N) L5 Depression over Geld (Y" �)D
Dale of adequacy test I - P 0 - g t Results (Pass/Fail) f o.ss For 3 bedrooms
Fluid depth in absorption field before test (in.). / 7 Immediately afte sgal. water added (in.): 42. S
Fluid depth /1 If (ins.) Minutes later: A4 k -o &.✓SAbsorption rate - e.p.d.
Peroxide treatment (past 12 months) (YRS 4% If yes, give date
\ mumciPAm OF ANCHORAM
DEFT. OF HEALTH &
ENVIRONMENTAL PROTECTION
'JAN 1 11989
RECEIVED
1
lAzl le) � l 1
A-. S_dFpa37 'at or OD w O °vt
:4.=.f4a.no aVe.00 a � i� I
N89'SL 51/✓ 299,67 (,f) 299.
�n oC ReAe/n/L
� I
3o w�OF+41. %% M r Ills lSuero
•�gadb I
N M ¢t hereby cerci/y that on accurate surrey of the
il
follorLq - described property -
9;;;;„.».i �(;�� GOTS S[16d,' -
• t d
� � '• �107d erm
was mode on rl s9 P1 and IAOJ the
Q� e9Fa•••.rl %81N O�� Anprovements situated thereon are r/tA/n the
aj1�AGtfssl AL �Pa4 property (roes and do not oreridp or en,roach
' oo the property 4•in9 odJocnt thereto, that no
Aeprovemenisca propertylying adjacent tberoto
I E fAl einctt»eA -an the premises /n VesNOn and that
® Primary moam ant recovered Ihers aro no roadrays, Iionsmisslon tins o/ other
Visible easements en sold property ercept as
• tion p/pe and/or row recovered indicated hereon.
O .ri/BiJO�rsAcr selth4.wrvey Datedol Anchorage, Alaska,JAis j—dam•, of
PREPARED FOR,FNMA S��7u/(Qrs' pO +K/�i..r L£No. ¢/o7S
DR)iN BY•N/SS DArE,//do w Snit. E+/�So� SNEETNO./of/ PREPARED BY
CHCKD BPR14 R'R NO. F.B. NO. 19 - GRiD 1.639 CORWI/Y Q ASSOCIATES
1000 E. DIMOND BLVD.
AS—BU/LT SUITE 205
LOTS ANCHORAGE, ALASKA 99515
S. S. T Sa4b. (907) 522-1311
Ra
•0
0
�
Q
'I
I
N89'SL 51/✓ 299,67 (,f) 299.
�n oC ReAe/n/L
� I
3o w�OF+41. %% M r Ills lSuero
•�gadb I
N M ¢t hereby cerci/y that on accurate surrey of the
il
follorLq - described property -
9;;;;„.».i �(;�� GOTS S[16d,' -
• t d
� � '• �107d erm
was mode on rl s9 P1 and IAOJ the
Q� e9Fa•••.rl %81N O�� Anprovements situated thereon are r/tA/n the
aj1�AGtfssl AL �Pa4 property (roes and do not oreridp or en,roach
' oo the property 4•in9 odJocnt thereto, that no
Aeprovemenisca propertylying adjacent tberoto
I E fAl einctt»eA -an the premises /n VesNOn and that
® Primary moam ant recovered Ihers aro no roadrays, Iionsmisslon tins o/ other
Visible easements en sold property ercept as
• tion p/pe and/or row recovered indicated hereon.
O .ri/BiJO�rsAcr selth4.wrvey Datedol Anchorage, Alaska,JAis j—dam•, of
PREPARED FOR,FNMA S��7u/(Qrs' pO +K/�i..r L£No. ¢/o7S
DR)iN BY•N/SS DArE,//do w Snit. E+/�So� SNEETNO./of/ PREPARED BY
CHCKD BPR14 R'R NO. F.B. NO. 19 - GRiD 1.639 CORWI/Y Q ASSOCIATES
1000 E. DIMOND BLVD.
AS—BU/LT SUITE 205
LOTS ANCHORAGE, ALASKA 99515
S. S. T Sa4b. (907) 522-1311
Li