HomeMy WebLinkAboutBEAR PARK LT 9Bear Park
Lot 9
#051-042-89
Municipality of Anchorage Page 1 of
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
Pen'nit Number:. SW000393 PID Number:. 051--042--89
Name:RANDY ROLOFF w/ PERFERED HOMES WastewaterSystem: · New [] Upgrade
Add~.~=: C/O BROOK STILTNER W/ RE:MAX
16600 CENTERFIELD DR. EAGLE RIVER, AK 99577 ABSORPTION FIELD
NO. of Bedrooml:
Ph°ne:(g07~ 694--4200 mOeep Trench I Shallow Trench robed DMound rlOther
LEGAL DESCRIPTION ~ "'~: "' ~'~ ~ '~"
1.0 ~,o/s~ ~ 8.0-9.0
9 - BEAR PARK 5.18-6.18 ~ 2.82
!
WELL: · New [] Upgrade 5 ~. 1
PRIVATE 121 rL 121 ~ 500 s~.r~ ASTM D-3054/F-810
WHEATON WATER WFI I~ 10/16/00 65 ~L CALKINS CONSTRUCTION 10/10-14/00
20 ~ UNKNOWN ~ 2+ ,~TANK
SEPARATION DISTANCES · S.ptia n Hold~ng a S.T.r..P.
F'mld Station Tank ~e.e~ U~, GREER 1000
Wa~ 100'+ 100'+ - - 25'+ STEEL 2
s,,oco ~oo', ~oo', - - - LIFT STATION
Water
Lot
~ernark$: BENCH MARK
TOP OF CMU FOUNDATION
'~'"'-~ ~'-~" 100.00
Department of Health and Human Services approval~'--'"r'"n= ~' - ~
R~vlewed and approved by: j~...~/~/, /~:::~-~, .~ate: ~.-~- O~ ~,~o,.,.o~,_o~=~,=.
'~""~ """"~": AS-BUILT DRAWING
SW000393 051-042-89
C01 37.77 55.77 ~1 I I I
, I II
:: %¢
..........
~Sl~ WATER & ~STE~TER
, CONSULTANTS, lNG.
e/o ~ROOK 5~IL~ER W/ REMAX ~94-4200 A~EH~ 20~ 3 ~ '"~
BEAR PARK 5DBDIVI~ION; LOT 9,
~ or ~o.~:
AS-BUILT DRAWING OF NEW WELL LOCATION AND SEPTIC SYSTEM
A B
ST1 Z7.63 35.12
ST2 32.46 38.65
DBL1 , 34.36 40.39
DBL2. 36.58 42.36
FCO 18.56 27.43
C01 37.77 55.77
MT1 38.59 55.82
C02 96.39 110.86
MT2 94.16 108.44
,,.~....E,: AS-BUILT DRAWING
SW00059.~ 051-042-89
~W I~ ~CON
C.J.O.
CONSULTANTS, INC .......... ~ ~ ~...~ ............
c/o BROOK STILTNER W/ REMAX 694-4200 AGENT 3 OF ~
BEAR PARK S/D; LOT 9,
PROFILE DRAWING OF NEW SEPTIC SYSTEM '~A~
Sent By: RE~II, AX OF EAGLE R]VER, ]NC.; 9076960214; DeC-27-O0 1:50PM; Pege 313
MUNICIPALITY OF ANCHORAGE
Development Services Department ��= Phone: 907-343-7904
On -Site Water & Wastewater Section Fax: 907-343-7997
Certificate of On -Site Systems Approval
Parcel I.D. 051-042-89
1. GENERAL INFORMATION
.17, --
Expiration Date: 2
Complete legal description BEAR PARK LT 9
Location (site address) 22540 Ursa Major Cir Chugiak AK 99567
Current property owner(s) HOOD JOHN & SARAH
Mailing address
Real estate agent
PO Box 671015 Chugiak
Peter Carpenter
2. TYPE OF DWELLING:
El Single Family (w/ ADU
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 3
Day phone _
AK 99567
Day phone 907.531.9949
4. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Private Well
0
Private Septic
Water Storage
❑
Holding Tank
❑
Community Well
❑
Community
❑
Public Water System
❑
Public Sewer
❑
Waiver request for: Distance:
Received by: Date:
COSA to be released to the engineer, unless otherwise requested by the engineer.
COSA Fee $ 5 5 Waiver Fee $ _
Date of Payment 5 1 a o 1 Date of Payment
Receipt Number 0 10 b Receipt Number,
COSA # O S C 2 11 2 Z'7 Waiver #
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. I acknowledge that On -Site staff may visit the site to verify the information submitted.
Name of Firm Eklutna Engineering, LLC
Address 19162 Mountain Rd Chugiak AK 99567
Phone 907.406.1058
Engineer's Printed Name Curtis Townsend, PE Date
iti
6. DSD SIGNATURE
66m
System #1 Approved for bedrooms °° °°I
Date1 �
System #2 Approved for bedrooms ��'`��lF N0.c�� 904..-',jF I
Disapproved�ROFEss�oH��
Conditional approval for bedrooms, with the following stipulations:
OF
WATER ANr)
WAST'=v'ATER
J�U h, A I
J O
c
SER\J\-�
By��- Original Certificate Date:'
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
Septic System Advisory
Well Flow Advisory
COSA Checklist blue sheet
Nitrate Advisory
Arsenic Advisory
Other rx 4r 4s; o�/
Legal Description: Bear Park Lot 9
Parcel ID: 051-042-89
If more than 1 septic system on lot: COSA Checklist # of Structure served by this system
A. WELL DATA
NO Well log is filed with Onsite (or attached) Well production at time of test 6.1 gpm
Date drilled 2000 Water storage tank volume 0 gallons
Total depth 121 ft Well disinfected for coliform test? ❑ Yes ❑ No
Cased to 121 ft ❑ Coliform bacteria is Negative
❑ Sanitary seal is functioning correctly Nitrate 0.622 mg/L ❑ Nitrate less than MRL (ND)
❑ Wires are properly protected Arsenic 4.682 ug/L ❑ Arsenic less than MRL (ND)
Casing height (above ground) ' 18 in. Collected by Curtis Townsend
Date of flow test for COSA 5/4/2021
Static water level at beginning of test 66 ft.
Comments
B. TANK DATA
Age of tank(s) 21 years
Tank type/material septic Slee(
Measured operating fluid level in septic tank 49
❑ Standpipes/foundation cleanout per record drawing
Date of pumping April 5, 2021
D. ABSORPTION FIELD DATA
Which system tested (date installed) 2000
❑ ALL standpipes present per record drawing
Total measured depth from grade 7.7 ft (max)
Measured depth to pipe invert from grade 4.9 ft (min)
❑ N/A — pressurized field
❑ Monitor tubes go to bottom of effective. If not, state
depth into effective
❑ Code -required soil cover over field
❑ System presoaked
(Required if vacant for greater than 30 days prior to
date of test)
Gallons introduced gallons
Comments/Deficiencies:
COSA Checklist yellow sheet
Date of Sample
514/2021
C. LIFT STATION
❑ Required maintenance com
Age of lift station y Rl s
Lift station material
Comme
Adequacy test date 514/2021
Results Q Pass For 3 bedrooms
Fluid depth prior to test 0 in
Water added 727 gal
New depth 0 in
Elapsed time 0 min
Final fluid depth 0 in
Absorption rate ' 450 gpd
Any rejuvenation treatment (past 12 months) no
If yes, enter date
E. SEPARATION DISTANCES
From Private Well on Lot to: (Please enter distances if less than required or if community well)
0
Yes
Septic Tank/Lift Station on Lot > 100'
ft
Surface Water > 100'
Community Sewer Manhole/Cleanout > 100'
Property Line > 5'
Q✓ Yes
if No
ft
❑✓ Yes
if No
ft
Neighboring Tank > 100' 0 Yes
if No
ft
Private Sewer/Septic Line > 25'F-(1 Yes
if No
ft
Absorption Field on Lot > 100' ✓] Yes
if No
ft
Holding Tank > 100' P/1 Yes
if No
ft
Neighboring Absorption Fields >100'
_
Water Service Line > 10'✓�
Animal_ Containment > 50' Yes
if No
ft
FV -1 Yes
if No
ft
Manure/Animal Excreta Storage > 100'
Community Sewer Main > 75' �✓ Yes
if No
ft
0 Yes
if No
ft
From Septic/Holding Tank on Lot to: (Please enter distances if less than required)
Building Foundations > 10'
0
Yes
if No
ft
Surface Water > 100'
Q✓ Yes if No ft
Property Line > 5'
Q✓
Yes
if No
ft
Wells on Adjacent Lots:
✓�
Absorption Field > 5'
E✓
Yes
if No
ft
Private Wells > 100'
0 Yes if No ft
Water Main > 10'
❑✓
Yes
if No
ft
Community Wells > 200'
0✓ Yes if No ft
Water Service Line > 10'✓�
Yes
if No
ft
If septic tank is under driveway comment below
From Absorption Field on Lot to: (Please enter distances if less than required)
Building Foundation > 10'
Yes
if No
ft
If absorption field is under driveway comment below
Property Line > 10'
Q✓
Yes
if No
ft
Wells on Adjacent Lots:
Water Main > 10'
✓�
Yes
if No
ft
Private Wells > 100' QQ Yes if No ft
Water Service Line > 10'
Yes
if No
ft
Community Wells > 200' Yes if No ft
Surface Water > 100'
Q
Yes
if No
ft
F. ENGINEER'S COMMENTS
G. ENGINEER'S CERTIFICATION
I certify that l have determined through field inspections and review
of Municipal records that the above systems are in conformance with
MOA COSA guidelines in effect on this date. (ENGINEER'S
COSA Checklist yellow sheet
www.muni.org/onsite
Septic Tank Advisory
Certificate of On -Site Systems Approval #OSC 211227
Subdivision: Bear Park Lot 9
Starting at 20 years of age the MOA issues Advisory's for steel septic tanks. The septic tank for
this property is 21 years old. Typical replacement costs range from $8,000 to $11,000
This advisory must be attached to all copies of the subject Certificate of On -Site Systems
Approval.
This is an example of what the metal of a 20 -year-old steel tank MAY look like.
} Mailing Address P O Box 196650 Arlclio"rage, Alaska 99519%650 S* www muni"org
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water & Wastewater Program
4700 South Bragaw SL
P.O. Box 196650 Anchorage, AK 99519-6650
www.cl.anchorage.alcus
(907) 343-7~04
CERTIFICATE OF HEALTH ,UTHORITY ,PPROVAL
FOR A SINGLE FAHILY DWELLING
O51-042-89
Parcel I.D.'
¶. GENERAL INFORMATION
Complete legal description
Location (site address or directions)
Current Property owner(s)
Mailing address
Lending agency
. Mailing address
Expiration Date:
BEAR PARK SUBDIVISION; LOT 9
Real Estate Agent
Mailing address
URSA MAJOR CIRCLE * CHUCIAK~ AK
P.~NDY ROLOFF W// PERFERRED HOMES Day ph(~ne
· c/o BROOK STILTNER w/ REUAX'OF EACLE RIVER
Day phone
(907) 694-~200
BROOK STILTNER w./ REMAX OF E.R. .*Day phone (907) 694-4200
16600 CENTERFIELD DRIVE * EAGLE RIVER,AK 99577
Unless othen/vlso requested, HAA will be held by DSD for pickup.
2. NUMBEROF BEDROOMS: 3
3. 3~(PE OF WATER SUPPLY:
Individual Well
Individual Water Storage
Community Class Well
Public Water System
TYPE OF WASTEWATER DISPOSAL.'
Individual On-slte ~
Individual Holding tank
Community On-slte ' ~F-]
Public Sewer
The Municipality of Anchorage Development Se~vtcas Department (DSD) Issues Certificates of Health Authority
Approval (HAA) based only upon the representations given In paragraph 5 by an Independent professional civil
engineer registered In the State of AJaska. CedJficatas of Health Authority Approval am required for the transfer
of title (except between spouses) for pmporties served by a slngle family on-site wastawatar disposal and/or
water supply system. DSD also Issues HAAs upon request to homeowners. CortJficates of Health Authority
Approval are valid for 90 days from the date of issue for properties sewed by a private or Class C well and may
be reissued with new water sample results less than 30 days old. (Certificates may be reissued for a period of
up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B
wells or a public water system. The Municipality of,anchorage Is not responsible for em)re or omlsslons In the
professional engineer's work.
Note:Alaska Water and Wastewater Consuitants, Inc. shall ba paid $1,0OO. OO a~ or pdor
to closing for the engineering services provided.
4. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the velidaU~ date shown belov~ I ye#fy that my
Investigation, based on procedures outlined in the Health Authority 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 Municipali~y of Anchorage files and from my Investigation and Inspecb'on, the
on-site water supply and/or wastewater disposal system is(ere) in compliance with all applicable Municipal
and State codes, ordinances, and regulations in effect at the time of installation.
NameofFIrm ALASKA WATER & WASTE'WATER CONSULTANTS, INC. Phone 337-6179
Address 6901 ~)EBAER ROAD, SUITE 2B * ANCHORAGE, AK 99504
Engineer's Printed Name JE~t<L-'Y A. GARNESS, P.E.
Date ' ~"/'~/I
Engineer's Comments:
In conductlng this mmluation, AWWC, Inc. attempfed to pn~vlde a thomugh, .. .
DSD Guldellnes & RegulaU~ns. The re~ msul~ ~ the pedormance of lhe
system under ffm conditions encountered at ff~e ffme of the test. and separaffon
any vmrranty or fu~m es~mate of how loog the system wlll conUnue to meet ~
operational requlrements of the ADEC or MOA DSD. The content of U~ls report Is for
other pe~on or pany ls not authodzed, nor will lt confer any legai right whatsoever.
5. DSD SIGNATURE
Approved for
Disapproved.
Conditional approval for __
bedrooms, with lhe fllowing stipulations:
Attachments:
HAA CheCldist .'
Septic System Advisory
Well Flow Ad~sory
Manitenance Agreements
Supplemental Engineer's Reert
Other
Odginal CertJficata Date:
Municipality of Anchorage
Development Services Department
8u~d~g Safety OMslon
On-8~ Water & Wastewater Program
4700 Soulh Bragaw ~t.
P.O. Box 196650 Anchorage, AK g9519-6650
www.d.anchomge.ak.us
¢~m7) 343-79O4
Legal Desk.on:
WELL DATA
Well type PRIVATE
Date completed 10/16/00
Toteldepth 121 lt.
HEALTH AUTHORITY APPROVAL CHECKLIST
BEAR PARK SUBDMSION; LOT 9 PercollD: 051-042-89
IfA, B. or C provide PWSID~
Sanltery seal (Y/N) YES
CasedE) 121 ft.
FROM WELL LOG
10/16/2000
g.p.m.
well Log (Y/N). YES
Wires pmpe~y pmtec~d (Y/N) YES
Casing height (above ground) 24+ in.
AT INSPECTION
Date of test
8tefio water level 65
Well production 20
WATER SAMPLE RESULTS:
Coliform 0 colonies/100 mi,
Date of sample: 2/2/2001
B. SEPTIC/HOLDING TANK DATA
?-- g.p.m.
Nllmte 0.5 mgJL. Other bacteria 0 colonies/100 mi.
Collected by: AWWC~ INC.
Tank Type/Material STEEL
Tankslze 1000 gal. NumberofComperlments__
Foundation deanout (Y/N) YES
Date of pumping NEW
Date Installed 10/10-14/00
2 Clsanouts (Y/N) YES
Copresalon over lank (Y/N) NO High water alarm (Y/N)
Pumper. -
C. AI~OI~TION FIELD DATA
I'BELOW F1HAL GRADEI
Date installed 10/10-14/0o SollraUng(i.~.~;~'orftt/txlrm) 1.0 Systemtype 5-WIDE: TRENCH
Length 60 ft. Width 5 .ft. Gravel below pipe 2.82 lt.
Toteldepth~e.-e. ffL Eff. absarpgonarsa 500 ft= Monlt~tube YES Depresslonoverfiald NO
Dateofadequacytest NEW Results(Pass/Fall) - For 3 bedrooms
Fluid deplh In absog~tlon field before test - In. Water added - gal. New depth - In.
Elapsed Time: - min. Rnal fluid deplh - In. Absorp~on rate >= - g.p.d.
Any mJuvenafion tmalment (past 12 mo.) (Y/N & type) N/A If yes, give date -
D. UFT 8'rATION
Date Instefled, Size in gallons ~;t~i~~ .
~ Cycles tested Meets alarm & circuit requirements?
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot
Absorption field on lot 100'+
Pu~lo ~ewar main N/A
Sewer/septic sewlce fine 25'+
100'+
On adjacent lots 100'+
On adjacent lots 100'+
Publlo sewer manhole/deanout
Holding tank N/A
N/A
Property tine 10'+
Water sewlce line 10'+
Curtain drain NONE KNOWN
F. COMMENTS
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation. 5'+ Property line 5'+ Absorption field
Water main 1 o'+ Water aen4ce ~ne. lO'+ ~urface water
Wells on adjacent lots 100'+
SEPARATION DISTANCE FROM ABSORPTION REID ON LOT TO:
BuMlng foundation 10'+ Water main.
5'+
100'+
Surface water 100'+
Wells on adjacent lots. 100'+
10'-i-
Dflveway, paddngNehlde storage 50'+
G. ENGINEER'S CER11F1CATION ~/.~.j'...~'~
I cerfify ~het I ha~e determined Ihmugh field irises and
revfew of Municipal records that U~e above sy~eme are In
conformance wl~ MOA HAA guldeflne# in effect on U~ls date.
.F_?lnee;'ePrlnte~ Nacre __~JEFFREY A. GAENESS
Date of Palnnent~
Receipt Number (:~ ~-~ LI
Waiver Fee $
Date of Payment
Receipt Number
OZ-09-OI 10:14 FROI~CTE ENVI RONI, ENTAL
,~. CT&E Environmental Services Inc.
501530t
T-753 P.0Z/03 F-128
Cf&E Ref.# 1010351001
Client Name AK Water & W~tewatcr Consultants Inc.
Project Name/# Bear Park
Client Sample ID Lot 9
Matrix Drinking Water
Ordered By
PWSID 000000
Samplc Remarks:
Results PQL Units Hethod
Client
Printed Datffrlme 02/09/2001 10:04
Collected Date/Time 02/02/2001 10:00
]~eeived Dat~q'lme 02/02/2001 I 1:53
Technical Director Stephen C. £~e/~
Atto~ebte Prep Analysis
Limits Date Date talc
Nitratc-N
0300 U
0.500 mg/L EPA300.0
l0 max 02/02/01 SCI
Total Coliform
col/100mL SMI8 9222B
02/02/01 KAr
Sent By: RE/UA× OF EAOLE RIVER, [NC.; 9076960214;
eaton Wate
P. O. Box B'/1218 WuLth
(oo~r) 3~.mo41
Jan-Il -01 11:29AU;
Page 213
,aka, 996~'7'
Boar Park P. ,fo.od CUstom Homes
Blo,nk
' ' PO Box 875910
WaBilIo. AK 99687
0 10 hardpan
, 15 95 Mrdp~n
95 t21 gravel, sand, water
I
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Services
On-Site Services Program
825 L Street, Room 502
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 3434744
ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT
Initial
Date Issued: Sep 22, 2000
Expiration Date: Sep 22, 2001
Permit Number: SW000393
Legal Description: BEAR PARK LT 9
Design Engineer: 0041 AK Water & Wastewater Consultant
'Owner Name: Gordon & Gloria Rankin
Owner Address: 1776 Forest Park Dr.
Anchorage, AK 99517-
Parcel iD: 051-042-89
Site Address:
Lot Size: 45146 SQ. FT.
Total Bedrooms: 3 Permit Bedrooms: 3
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 DHHS at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-4744 ( 24 hours ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By:
Issued By:
AL SI(A'WATER WASTEWATER
CONSULTANTS, INC. ' ...........
September 1, 2000
Municipality of Anchorage
Department ofHealth & Human Services
Division of Environmental Services
On-Site Services Section
P.O. Box 196650
Anchorage, Alaska 99519-6650
Reft Well and Septic Design for Lot 9, Bear Park Subdivision
To whom it may concern:
The proposed 3 bedroom house will be served by a private well and septic system. Two test holes
were excavated on the property. The proposed septic system will be designed around the 30 foot
radii of these test holes. We are proposing that a 1000 gallon septic tank and a five foot wide
drainfield be installed. Comments regarding the proposed design are summarized as follows:
1. SOILS: Two soil logs which shows the soil classifications, groundwater monitoring, and the
percolation test results are attached. It is our opinion that due to the overall appearance of the
soils, an application rate of 1.0 gallons/day/ft2 should be used, and that the insitu soils will serve
as a sand filter.
2. TRENCII DESIGN:
a. Percolation Rate: 1.0 & <1 minutes/inch
b. Allowable Application Rate: 1.0 gallons/day/fl2
c. NumberofBedrooms: 3
d. Design Flow: 450 gallons per day
e. Minimum Absorption Area: 450ft2
f. Total Depth: 9 feet (max.)
g. Effective Depth: 4 feet
h. Width: 5 feet
i. Minimum Length: 50 feet long
j Effective absorption area = 500 ft2
3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed
upgrade.
6901 Debarr Road, Suite 2B * Anchorage, AK 99504
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akw~vc.com
4. TOPOGRAPHY: The area for the proposed septic system is generally fiat; in short, there
are no slope concerns.
We are unaware of any adverse impacts this installation would have on adjacent wells or septic
systems. If you have any questions, please contact us at 337-6179, or 244-9612. Thank you for
your assistance.
Sincerel ,
E M
Jefr ' ¢ .tqa ess, V.., .S.
Pres ~td~t ~
NOTE: Attached is a site plan drawing, a design drawing, a topography site plan, two soils logs,
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: akxvwe.com
\ \ \¢ \ \ .- / ./
.~ ,,~ ~/~ ,X ,& ~ / ,-'-
...- .......
/ / ~,+~ HO~
' ~,~ ~T 8,
B~ P~K S/D B~ P~K
~T 14. B~ P~ S/D B~ P~K S/D LOT 17.
~T 15. ~ 16,
__ ~ROP~ S~C
t ~
t
~/~/2ooo
· .~ ~o. .~ .~..~: ~ .~.-: [~ ~.~ ..... :..J~
RANDY ROLOFF 694-4200 A~ENT 1 OF 2
BEAR PARK SUBDIVISION; LOT 9.
SITE P~N FOR PROPOSED WELL LOCATION AND SEPTIC SYSTEM
PREP~ FOR: PHON~ NUMBS: P~ NUMBER:
RANDY ROLOFF 694-4200 AGENT 2
DESIGN OF PROPOSED WELL LOCATION AND SEPTIC SYSTEM
ALASKA WATER & WASTEWATER CONSULTANTS, INC.
,,0, oE,~R ,0,~. ,u,~ ,, · ~,CNO,~E. ,~. 9980, ~S '~ ~-~¢)~
PHONE (907) 337-6179 * F~ (907) ~58-5246
_
LEGAL DESCRIPTION: B~ P~K SUBDMSION: LOT 0,
DATE PERFORMED: 8~/00 955 .....'
.~ SOIL C~SSIFICATIONS
~ GM CL
4~!~ GC OL ~ /
5~ · ·, SP CH
GROUNDWATER
I
11 DATE READING CLOCK NET TIME WATER LEVEL NET DROP
TIME (MIN~ES) RE.lNG (INCHES)
2 1:18 4 ~ / 6'
4 1:25 4 ,~ ~ 6'
6 1:28 5 ~ ~ 6'
10 1:34 - ~" - -
11 1:40 6 ~ /" 6'
12 1:40 - - -
13 1:46 6 0 ~ 6"
P.RCO~T~ON ~TE ~ .(.~NJ~NCH) PE.C. HO~E ~A. ~ ONCH.S)
TEST R~ BETWEEN 7.0 FT. ~D 7.5 FT.
COHHENTS:
PERFORMED BY A~ WATER & W~ATER. I, JEFFR~ A. GARNESS, CERTI~ THAT THIS
W~ PERFOrmeD IN ACCORD~CE WffH ~ ~ATE ~D MUNICIPAL GUIDEUNES IN EFFECT ON
DATE: ~ ~/~
DEPTH TO DATE
GROUNDWATER
DRY 8/7/00
DRY 818100
DRY 8/15/00
ALASKA WATER & WASTEWATER CONSULTANTS, INC.
690, O~R ,0~. SU~ ~8' ~C.O~. ~. 99S04~/~'"'"~"~
PHONE (907) :~37-6179 * FAX (907) ~,)8-3246
ISO~L LOG - PERCOLATION TESTI ~...'-~/'~ ...-~(~
B~ P~.. ~.o.s,o.; LOT ~. ?/'"'q~~ ..........
LEGAL
DESCRIPTION:
DATE PERrOR.ED: ~/~/00 ~O~y'.~ ~-~S~ ....'y~
====; OR~ICS TEST HOLE ~2 "q " ........... "~
~ ~ GM CL
.- ~; oc q ok ~ / '
~ SW NH
5-- ~ ~ SP CH
~t~ su OH
~ DATE
7-- ~ DEPTH TO
GROUNDWATE~
8- ~ o~ ~/7/oo +~'
~, 8/8/00
,- ~ ~ ~,~/oo t I
~ CLOCK NET TIHE WATER LEVEL NET DROP
11 -- ~ DATE RE. lNG TIHE (HINGES) RE.lNG (INCHES)
15--
B.O.H.
17-- kO~~
19~ PERCO~TION ~TE <1 (~mN./INCH) PERC. HOLE DIA. 6 .(INCHES)
m
20 TEST R~ BETWEEN 7.0 FT. ~D 7.5 FT.
COHHENTS: PERC. HO~ ~ PROOFED 4+ HOURS PRIOR TO
PERFORUED BY A~ WATER & W~A~R. I, JEFFR~ A. OARNESS, CERTI~ T~T ~IS
W~ PERFORMED IN ACCORDANCE W~H ALL STATE AND MUNICIPAL GUIDELINES mN EF~CT ON
DATE:
DEPTH TO DATE
GROUNDWATEE
O~ B/7/O0
Bm' 8/8/00
DRY 8/15/00