HomeMy WebLinkAboutAUTUMN RIDGE LT 22Autumn Ridg
Lot 22
015-054
-25
Apr 22 22 05:37p Anchorage Well & Pump Ser
9072430742 p.1
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:
Parcel Identification Number: 015_05425
Date of Issue:
FAUTUMN`R1DGE
gal Desiption Block Lot Property Owner Name & Address:
HEEINES, NICHOLAS T & ASHLEIGH
22 9353 AUTUMN RIDGE CIRCLE
ANCHORAGE, AK 99599507 11
Pump Installation Date: on - 21 -2022
Pump Intake Depth Below Top of Well Casing: 220
Pump Manufacturer's Name: GRUNDFOS
Pump Model: 96160187
Pump size- 1.5
Pitless Adapter Burial Depth: 12 feet
Pitless Adapter Manufacturer's Name: MARTINSON
Pitless Adapter Installer:
Well Disinfected Upon Completion?
Method of Disinfection: PELLETS
Comments:
Pump Installer Name: _
Company:
Mailing Address:
City:
XYes ❑ No
feet
ANCHORAGE WELL & PUMP SERVICE
7640 KING STREET
ANCHORAGE, AK 99519
907-243-0740
State Zip:
Attention: The pump installer shall provide a pump installation log to On-site within 30 days of pump installation.
_SEP -30-2015 12:20A FROM: TO:3437997 P:3/4
12/19/2805 16:9! -Ilasissam LNUX
pevebpme:tt Servkae peparhnent
BuUding tiafety Division
a.e On-site water & Wastewater Ptwgrmn • `.
4700 Brogow 5trett
P.O. Box 196690 •
� Anchoro9a, AK 99519-6600
AtorltAMMMIAM•
RSIft
Mayor 1-7
Pump n Ca1111ion Log
WeU Drilling Permit Number. Sul p t Q 3y 3 7 ?%7. Date of Issue:
Pared Identification Number. DI S -ba- L5
Attention: Thu pmts Ioataller shaU provide a pump Installation log to DSD withia 30 days of pump installation.
P nerNsme & Address
L al DeaTiption
11lotic
Lot
I
a
Pump Installation Date:
Pump Intake Depth Below Top of Wall Casing: a37 feet
PompIKsouhe:turer'sNNeme— _rrgm�L6
Pomp Model: �II//5— 519 IC 15- or 70
Pomp Size VA
p
t
PltionAdspterBurWDepth. _feet
Pltien Adopter Mannfseturses Name: ralm akenQ
Pitleu Adapter Installer. UIA L%Q(A) In
Weil Dislnfeeted Upon Confpletioo? X' Yes G No
Method of Disinfection: R r i r[
Comments:
PompinstaOarNews- Ilia /.( i e -
company: AlrDf,) A kAn 2-&301 SPfdic,e_ L.L,C,
Maluss;Addrsss: PO, t3ox iLog 9tq1
City: state: Ae-zip: 9 5_11
Attention: Thu pmts Ioataller shaU provide a pump Installation log to DSD withia 30 days of pump installation.
MUNICIPALITY OF ANCHORAGE
Development Services Department
On-Site Water & Wastewater Program
4700 South Bragaw Stree!
P.O. Box 196650, Anchorage, AK 99519-6650
(gO7) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT
Initial
Date Issued: Dec 20, 2001
Expiration Date: Dec 20, 2002
Permit Number; SW010492 Parcel ID: 015-054-25
~'l_egal Description:!AUTUk4N RIDGE LT 22 '
Design Engineer: 0041 AK Water & Wastewater Consultan' Site Address:
Owner Name: ~/v~-~_ ¢?~,, ~'{-le,~-~:5.7.5~.~! Lot Size: 40243 SQ. FT.
Owner Address: ~.q! [;u~t- ~y..Total Bedrooms: 6 Permit Bedrooms: 6
'
This permit is for the construction of:
~-[ Disposal Field ~ Septic Tank
Holding Tank [~] Privy
~-~ Private Well
Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ).
3. The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
Date:
Date:
MunicipalitY of Anchorage
Development Services Department
Building Safety DMslon
On-Site Water & Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
Parcel I.D.
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
015'-05'4 --?..5'
Permit Number ,~'IAJ 0 ~ 04 ~-
Property owner(s)
Mailing address (1)
Mailing address (2)
MASTERPIECE HOMES c./o KELLY HEISTUMAN
P,O. BOX 773471 * EAGLE RIVER. AK
Legal description (Lot, Block & Sub'd.) LOT 22: AUTUMN
Legal description (Section, Township & Range) N/^
Lot Size 4 0 ~,, ~,- ~
Dayphone 884-1234
Zip Code
RIDGE SUBDIVISION
99577
Acre~~ Number of Bedrooms
THIS APPLICATION IS FOR:
Sewer Only r'-I Well Only
Sewer and Well [] Water Storage
Sewer Upgrade
THIS PROPERTY CONTAINS:
Hot Tub [--] Jacuzzi
Swimming Pool [-'] Water Softening Unit
Therapy Pool
I certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and is in accordance with applicable Municipal codes.
ALASKA WATER &: WASTEWATER CONSULTANTSt INC.
Permit Fees:
Date of Payment:
Receipt Number:
Waiver Fees;
Date of Payment:
Receipt Number:
ALASIr k WATER WASTEWATER
December 14, 2001
Municipality of Anchorage
Development Service Department
Building Safety Division
On-Site Water & Wastewater Program
P.O. Box 196650
Anchorage, Alaska 99519-6650
Reft Proposed Well and Septic System for Lot 22, Autumn Ridge Subdivision
To whom it may concern:
The proposed 6 bedroom house will be served by a private well and septic system. Two soils log
were excavated on the property and logged by Michael E. Anderson, P.E. We are proposing that
a 2000 gallon septic tank be installed and also a deep trench type drainfield be installed around
the 30 foot radii of TH-37 & TH-38. Comments regarding the design are summarized as follows:
1. SOILS: Attached are the logs which shows the soil classifications, groundwater monitoring,
and the percolation test results. It is our opinion that an application rate of 0.5 gallons/day/ft2
should be used.
2. TRENCH DESIGN:
a. Percolation Rate: 24 & 34 minutes/inch
b. Allowable Application Rate: 0.5 gallons/day/ft2
c. Number of Bedrooms: 6
d. Design FloW: 900 gallons per day
e. Minimum Absorption Area: 1800 ft2
f. Total Depth: 12 feet (max.)
g. Effective Depth: 8.5 feet
h. Width: 2.5 feet
i. Reduction Factor: N/A
j. Minimum Length: 110 feet long
k. Effective absorption area -- 1870 ft2
3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic
system.
6901 Debarr Road, Suite 2B * Anchorage, AK 99504
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: al~vwc.com
4. TOPOGRAPHY: As can be seen on the attached topography site plan and design drawing,
the proposed trench is to be installed near the base of a slope that ranges 15% to 20% percent
running from approximately east/northeast to west/southwest. The trench is to be installed
parallel to slope contours.
I am 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.
SincerI~
NOTE: Attached is a site plan drawing, a design drawing, a topography site plan, two soils log,
and a 7 page construction specification letter which are all part of the design package for this
septic system.
6901 Debarr Road, Suite 2B * Anchorage, AK 99504
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com
._--~ LOT 4; ~ ,~' ~__~r
~ ~:26 ~-~ e A~MN RIDGE S/D
/~ ~ ~. ~ . 0 I I ~_~ /
/ / ' ~ ~ I ~ -/ /~T 24; .
/ Z__ / "~X ~~ ~~ ~ / / ~..,~ ~/~
t~ __~ / / I I * '
LOT 6; ~ ~ / I I /
i , ~-- ' ~~ ~ I ,ii I, .-
' ~o~o~ ~o¢' ~ ~.'~ ~ / . ~ i ~ .'
I I W~ ~lU5 i ~~ ~ / / ~J i I LOT 23; ~ /
I ~ [ ~~ / / Jr ~ [ I A~MN RIDGE
~ I ~ / I I I
' / /: ~ ~ I , ~
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_
' "" "~ '~~-~ /~' ..... ~ ~T ~o. ~ --
12/12~2001 ~c~-~ ~ ~,,,_
,, CONSULTANTS, INC. ~ " -..
6901 DEBARR ROAD. SUITE 2B · ANCHORAGE. AK q950L · PHONE (~07)337-617g * F~ (q07~58-3ZG6 1" = lOO'
PREPPED FOR PHONE NUMBER: P~E NUMBER:
~,~:'1 ................. ;'" '¢~
MASTERPIECE
LOT 22; AUTUMN RIDGE SUBDIVISION
SITE P~N FOR PROPOSED WELL LOCATION AND SEPTIC SYSTEM
I\ ~ k' CIRCLE
I LII I
/ I I
/ / I
/ NOTE: ~E CO~CTOR S~ ~ ~E SO~H
PROPER~ UNE F~GGED BY A REGI~ERED ~ND
/ SU~OR PRIOR TO CON~RUC~ON. I
x /
~ D~WN ~: ~~'
...... CONSULTANTS, INC.- ' = 40' .....
aASTERPIECE HOMES c/o KE~Y HEITSTUUAN 884-12~4 2 OF 2 ~f~,e~A. ~s.'
LOT 22; AUTUMN RIDGE SUBDIVISION ~,
~E OF WORK: ~ tofe.sto~
DESIGN OF PROPOSED WELL LOCATION AND SEPTIC SYSTEM
7
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p.2
Municipality of Anchorage
Department of Health & Human Services
825 L Street, Anchorage, AK 99502-0650
SOILS LOG - PERCOLATION TEST
Performed For: Bob Klein
Legal Description: Lot 22_ Autumn Ridge Subdivision
SLOPE
Date Performed:
SITE PLAN
12/2/99
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
.19
OG/PT
TESTHOLE NO. 17
SM
Tan
Loose
Bottom of
Hole
'Was Groundwater
Encountered? No S
If Yes, What Depth? L
Depth to Water O
After Monitoring None P
Date: 1/22100 E
Reading Date Gross Net Depth To .Net
Time Time Water ,Drop
1 6-Dec 11:27 5.13"
2 11:57 30 6.75" 1.63"
3 11:59 5.25"
4 12:29 30 6.5" 1.25"
5 1:04 5.5"
6 1:34 30 6.75" ., 1.25"
Parc. Rate: 24 Min./Inch Perc. Hole Diameter: 6"
Test Run Between 4 Ft. and 5 Ft.
Comments: Percolation Cavity Presoaked Prior to Tegting.
Performed By; /X, HaralaL i, _Michael E. Andersor~ Cedify That This Test Was Performed
In Accordance With Alt State and Municipal Guidelines In Effect On This Date: 1120/00
~ec~"06 O! 12:22p po3
Municipality of Anchorage
Department of Health & Human Services
825 L Street. Anchorage. AK 99502-0650
SOILS LOG - PERCOLATION TEST
Performed For: Bob Klein
Legal Description: Lot 22. Autumn Ridge Subdivision
SLOPE
OGIPT
_'I'ESTHOLE NO. t8
SM
Date Performed: · 12/2/99
Tan
Damp
Bottom of
Hole
1
2
3
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
Was Groundwater
Encountered? No S
.If Yes, What Depth?~ L
Depth to Water O
After Monitoring ~ None P
Date: 1122100 E
Reading Date Gross Net Depth To Net
Time Time Water Drop
1 6-Dec 11:35 3.75"
2 ' " 12:05 30 4.63" .88"
3 12:07 3.5"
4 12:37 30 4.5" 1"
5 1:07 5"
6 1:37 30 5.94" .94"
Perc. Rate: 34 Min./Inch Perc. Hole Diameter: 6"
Test Run Between 4 Ft. and' 5 Ft.
Comments: Percolation Cavity Presoaked Prior to Testing.
Performed By: ~ I, Michael E. Anderson Certify That This Test Was Performed
In Accordance With All State and Municipal Guidelings In Effect On This Date: 1120100
XE 6 '1 8 9 �0 7
r5� O
8 U
•
Municipality of Anchora
On-Site Water and Wastewater Programa MAY 0 3 ? 7
(907) 343-7904 �� A FET Y
\w
Certificate of On-Site Systems Approva °` s a g`'
Parcel I.D. 015-054-25 Expiration Date: ( , a O
1. GENERAL INFORMATION:
Complete legal description AUTUMN RIDGE; LOT 22
Location (site address) 9353 Autumn Ridge Circle*Anchorage 99507
Current Property owner(s) Jay Frawner Day phone 250-6893
Mailing address
Real Estate Agent Nick Hebnes Day phone 223-9483
2. TYPE OF DWELLING:
® Single Family (w/wo ADU)
❑ Duplex
n Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 4
4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL:
Individual Well ® Individual
Individual Water Storage ❑ Holding Tank ❑
Community Class Well ❑ Community ❑
Public Water System ❑ Public Sewer ❑
WaiverNariance request for: Distance:
Received by: Date: S/I 0 /f
COSA to be released to the engineer, unless otherwise requested by the engineer.
COSA Fee $ 5-2.40 Waiver Fee $
Date of Payment �l Lt`I9 Date of Payment
Receipt Number 0657(1y Receipt Number
COSA# r SCt-/t(o;- 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 (GEG) Phone: 907-337-6179
Address: 3701 East Tudor Road, Suite 101-Anchorage,Alaska 99507
i
Engineer's Printed Name: Jeffrey A. Garness Date: J/! l
o4p0C�0N. ,4\
In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system o o i�
in accordance with the guidelines and regulations established by the Municipality of Anchorage and ,' c.•• ; 4A
industry practices. The reported results describe the condition of the system/s on the date/s of the 451' •-•.•' ' 0
evaluation. Separation distances were measured to readily identifiable features. Hidden defects or (�;• 4 mil f&O.' �vOD
encroachments may exist that were not identified during the evaluation. The operational life of all wells ; �! * OO
and septic systems depend upon a variety of variables, including but not limited to, soil conditions,
fr
groundwater levels (that may fluctuate during the year), quality of construction (materials and 4
workmanship), and the water usage of the family utilizing the system/s. These conditions can vary, and v4. ... .. Q
are outside the control of GEG. Satisfactory test results do not guarantee future performance of the r •..j-f r- A. orness, 0
system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of QO m CE 7 53 �p
the well or septic system. GEG makes no representation whether an alternative well or septic system l9 Si/ Ii,.•' c�
can be installed on the property in the event either of the current systems fail to perform adequately in N4 V/' 0, •r...•.• coA�
the future. The content of this report is for the sole benefit of the person/party that retained GEG to " ,'%-,•° 'Or ofesstoc`o6�
perform the evaluation. Reliance upon the information provided in this report by any other person or ��.Opo<'
party (including subsequent property purchasers) is not authorized, nor will it confer any legal right
whatsoever. W I P ECW4/yo
6. DSD SIGNATURE
ON-SITE G,
X System #1 Approved for y bedrooms WATER AND
System #2 Approved for bedrooms WASTEWATER pz"
Disapproved G PROGRAM z c,
Conditional approval for bedrooms, with the following stipulations: '�n!r gr..0\i\c"
By: W4 C i•tJLCik �--'CX )_La Ti vvt Fa le lkA.v1A Original Certificate Date: 5/91 1
The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On-Site Systems Approval (COSA) based only
upon the representations 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. ATTACHMENTS: •
COSA Checklist X Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
COSA blue sheet 10-10-12.doc
.1.
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: AUTUMN RIDGE: LOT 22 Parcel ID 015-054-25
A. WELL DATA
Well type PRIVATE If A, B, or C provide PWSID# N/A Well Log (Y/N) YES
Date completed 8116/06 Sanitary seal (Y/N) YES Wires properly protected (Y/N) YES
Total depth 241 ft. Cased to 241 ft. Casing height (above ground) 18+ in.
FROM WELL LOG AT INSPECTION
Date of test 8/16/06 4/26/17
Static water level 209 ft. 208 ft.
Well production 12 g,p.m. 4.7+ g p.m.
WATER SAMPLE RESULTS:
Coliform ND colonies/100 ml. Nitrate 0.55 mg./L. Collected by: GEG, Ltd.
Arsenic: ND ug./L. Date of sample: 4/12/17
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material SEPTIC/STEEL Date installed 2/14-18/02
Tank size 2000 gal Number of Compartments 2 Cleanouts (Y/N) YES
Foundation cleanout (Y/N) YES Depression over tank (YIN) NO High water alarm (Y/N) N/A
�
Date of pumping 1442-/I Pumper b^IE [�igu L(31%1 G-
C- ABSORPTION FIELD DATA WEST/EAST
Date installed 2/14-18/02 Soil rating ( p.d.)`or t/bdrm) 0.5 System type DEEP TRENCH
Length 55/55 ft. Width 2.5/2.5 ft. Gravel below pipe_ 8.5 ft.
Total depth 13.1+r12ft. Eff. absorption area 1870 ft' Monitoring tube YES Depression over field NO
Date of adequacy test 4/26/17 Results (Pass/Fail) PASS For 4 bedrooms
Fluid depth in absorption field before test 0/50 in. Water added405/403ga1. New depth 7/58 in.
Elapsed Time:120/200min. Final fluid depth 0/57 in. Absorption rate >= 600+ g.p.d.
Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE KNOWN If yes, give date -
-MT1 IN WEST TRENCH EXTENDS 7 83' INTO EFFECTIVE DEPTH
-MT4 IN EAST TRENCH EXTENDS 8.3'INTO EFFECTIVE DEPTH
-CO4 IN EAST TRENCH WAS NOT LOCATED DUE TO ICE BUILD-UP IN AREA. PRESENT 9/29/06 PER AS-BUILT SURVEY.
4,
D. LIFT STATION
Date installed Size in gallons Manhole/Access (YIN)
"Pump on"level at in. "Pump off"level at .• a er alarm level at in.
Cycles tested Meets alarm&circuit requirements?
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot 100'+ On adjacent lots 100'+
Absorption field on lot 100'+ On adjacent lots 100'+
Public sewer main 75'+ - Public sewer manhole/cleanout 100'+
Sewer/septic service line 25'+ Holding tank 75'+
Animal containment areas 50'+ Manure/animal excrete storage areas 100'+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5'+ 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 10'+ Building foundation 10'+ Water main 10'+
Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+
Curtain drain NONE KNOWN Wells on adjacent lots
F. COMMENTS
+4,%%%aa 1-S .- 9.F..... i,f
G. ENGINEER'S CERTIFICATION • `
review •
of Municipal records that the above systems are in • *•• ` . * ,
p Y • 9 „
throughinspectionsi .. . ......::.....
r certifythat 1 have determined field and I
r
conformance with MOA COSH guidelines in effect on this ••••••� ......:•.R
date. •• J ffr. A. Garn ss
Engineer's Printed N me JEFFREY A.GARNESS _ ♦�� . .`.�15 �i. ..4-
/ �' - S.
Date rINN ESS ..
LICENSE �IIIilikmisli!
ItAECC884
(Rev. 10112112)
LOI 22
40,243 S.F.
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BUILDING DETAIL
rn N 89°53'31"E 290.2V SCALE: 1",=20'
AS—BU ILT I HEREBY CERTIFY THAT I HAVE SURVEYED THE %4,
PROPERTY DEPT IEA ABOVE AND THAT NO
GASTALDI LAND ENCROACHMENTS EXIST EXCEPT AS INDICATED. •�'t`x,.�F•.qk4�-.
SURVEYING, LLC RIS •THE RESPONSIBILITY OF THE OWNER TO 1�P•..• `.5` �•
JEFF A. GASTALDI, R.LS. DETERMINE THE EXISTENCE OF ANY EASEMENTS. 1 �:•49TH
4726 WEST BECOVENANTS OR RESTRICTIONS WHICH DO
BETH AVENUE NOT ■■ •.�`%