HomeMy WebLinkAboutRABBIT CREEK VIEW & HEIGHTS BLK 4V LT 2ARabbit Creek
View &He ights
Block 4V
Lot 2A
#020-541-35
Municipality of Anchorage
On-Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3
ON-SITE WASTEWATER INSPECTION REPORT
Permit Number: SW980250 PID Number: 020-032-20
Dwelling: ❑■ Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑■ New ❑ Upgrade
Name
William R. Carlson
ABSORPTION FIELD
❑ Deep Trench ❑ Wide Trench ❑■ Bed ❑ Mound
Site Address
16002 Genevieve St., Anch., AK 99516
❑ Other
Phone
Number of Bedrooms
Soil Rating
Total depth from original grade
Three (3)
2.0 GPD/SFJ
5.15 Ft.
LEGAL DESCRIPTION
Depth to pipe invert from original grade
2.9 Ft.
Gravel depth beneath pipe
.25' Gravel 2' Sand Ft.
Subdivision Block Lot
Rabbit Creek View & Heights 4V 2H
Fill added above original grade
1.0 Ft.
Gravel length
30 Ft.
Township Range Section
Gravel width
10 Ft.
Beds: Number of Lines
5
Distance between lines
1.5 Ft.
SEPARATION DISTANCES
To
Septic
Absorption
Lift Station
Holding
Sewer
Total absorption area
Number of trenches
Dist. between trenches
From
Tank
Field
Tank
Line
300 FF
Ft.
Well
>100'
>100'
N/A
N/A
>25
TANK ❑ Septic X S.T.E.P. ❑ Holding ❑ Other
Manufacturer
Alaska Tank
Capacity
1,250 Gal.
Surface Water
>100'
>100'
N/A
N/A
Material
Number of compartments
Lot Line
>5'
>10'
N/A
N/A
NA
Steel
Three
Foundation
>1 0'
>10-
N/A
N/A
LIFT STATION
Manufacturer
Capacity
Remarks Air Pump and Gauge Located in
Alaska Tank
250 Gal.
Garage. **6" Pea Gravel and 2' Sand Bed.
Alarm location
Garage
Electrical installed by
Installer
PIPE MATERIAL House to tank D3034 Tankto
D3034
Alaska General Industries
Drainfield D3034 CO/MTD3034
Inspector Alan Harala
BENCH MARK (Assumed elevation) 100.0 ft
Inspection �5t 7/7/99 2�d 7/$/99
Location and description
3rd 4th
Manhole Top.
ON-SITE WATER AND WASTEWATER SECTION APPROVAL
Engineer's Stamp
F qC
O�s•�®i
Conditional Approval: Date
®+®P�'
Av
..0......... •
Vo :,MICHAEL E. ANDERSON�'�;
Septic System
Approved Zi 5/�Z
°♦`mss' No. CE-4381 :`_V
®4j�.pF°.,, 2/5/23
Date
.•••''F��`
ffhe®rte®S�e� ism•
Note: this approval does not include well permit requirements
RABBIT CREEK VIEW & HEIGHTS, BLOCK 4V, LOT 2H
I LEO STREET
30' LONG x 10' WIDE
INTERMITTENT DOSING
SAND FILTER BED.
ALTERNATE SITE /
M3 �l
M 1
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/ � I SV12 M2
/ W I `C 1
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/ w I LOT 1 :.:: .
/ Z)I c
o I AIR PUMP AND PRESSURE
/ I GAUGE LOCATED INSIDE
% I GARAGE. 3-BDRM HOME'
WELL
I
----------------------
I I
I ® I
I O '
10' UTILITY EASEMENT
°• 49th .°
...:.....
n MICHAEL E.ANDERSON
NO. CE -4381 4r
�jTF,pF••............
1#44 FE SSI
/5/23 ,.••''•F,���
PLAN AS BUILT
0 50 100
FEET
1 "=50'
G)
m
m
m
m
m
LEGEND
C - CLEANOUT
2CO - DOUBLE CLEANOUT
FCO - FOUNDATION CLEANOUT
FS - FLOW SPLITTER VALVE
MH - MANHOLE
M - MONITORING TUBE
SV - SEPTIC VENT
TH - TEST HOLE
RABBIT CREEK VIEW & HEIGHTS, BLOCK 4V, LOT 2H
PERMIT # SW980250 PID # 020-032-20
O _ N
LL v U) U 100.0
95.2 1,250 GAL
S.T.E.P. TANK
BLOWOFF
~
PORT (5)
99.3 FINISH GRADE 98.3 ORIGINAL GRADE
2" INSULATION 6" PEA GRAVEL
95.15 2' SAND FILTER
HDPE AIR LINE 95.15
30'
NO GROUNDWATER 7/8/99
N 87.3
Co
rn
I-
AV
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.,9
'
............49th......................
NMICHAEL E.A.-R-1, D•• i
PROFILE AS-BUILT o;-s�:.• NO. CE-4381=�_�Z
Q��
t: • 2/5/23. ,.•.•'� '�•
(NO SCALE) ��;Rp ws;
MUNICIPALITY OF ANCHORAGE
ADVANCED WASTEWATER TREATMENT SYSTEM
MAINTENANCE AND REPAIR AGREEMENT
THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and
entered into as of this Day of of 20, by and between
I l 1A herein the "OWNER," and the Municipality of
Anchorage, herein the "MUNICIPALITY", in accordance with Anchorage Municipal Code
(AMC) 15.65.365. In consideration of the mutual covenants contained herein, the parties to this
Agreement agree as follows:
1. Advanced Wastewater Treatment Systems. The Municipality grants permission to the
Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS),
described as IDSF BED
located at (legal description)
RABBIT CREEK VIEW & HEIGHTS BLOCK 4V, LOT 2A
2. Maintenance Repairs and Alterations.
(Owner is required to read, understand and initial each section)
Throughout the term of this Agreement, the Owner shall enter into a service agreement
with an AWWTS service and maintenance provider approved by the Municipality or the
manufacturer's representative. The AWWTS shall be maintained in a satisfactory
condition capable of performing as designed and producing treated septic effluent in
accordance with the equipment's approval for operation in the Municipality.
It shall be the responsibility of the Owner during the term of this Agreement to pay for all
repair(s), maintenance, adjustment(s), replacement costs, and inspection costs. This
includes an annual maintenance fee (typically $400 to $600).
MAk Owner agrees that only maintenance and repair personnel approved by the Municipality
or the manufacturer's representative will inspect and make any necessary maintenance,
repairs or permitted alterations to the system.
I" A \ Owner acknowledges that regular maintenance of an AWWTS reduces the potential
failure of the system, which could include sewage backup and costly repairs or drainfield
replacement.
(rev. 05/18/2018) Page 1 of
V'*4� Owner acknowledges that the Municipality may request records of maintenance and
repairs from the manufacturer's representative or maintenance provider.
Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be
A,�n /� assessed in accordance with AMC 14.60.030.
1" _"l. Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS. The Municipality will give at least 24-hour notice.
I A " Owner agrees that any sale or transfer of title of the property will not occur without a new
�
M Certificate of On -Site Systems Approval.
V" " Owner agrees that the AWWTS installation and maintenance requirements as provided
by the AWWTS vendor/installer and approved by the Municipality are the governing
guidelines for the construction, maintenance and repair of the Owner's AWWTS.
Owner agrees to maintain remote monitoring of the AWWTS as required by the
AWWTS approval.
3. Term. The term of this Agreement shall begin on the date of approval by the
Municipality to operate the installed system, or upon transfer of title, and shall continue
while the AWWTS is operational or until title is transferred.
4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this
Agreement shall in no way constitute a waiver of the provisions, nor in any way affect
the validity of the Agreement or any part hereof, or the right of the Municipality
thereafter to enforce every provision hereof.
5. Amendment. This Agreement shall only be amended by authorized representatives of
the Owner and Municipality. Any attempt to amend this agreement by either an
unauthorized representative or unauthorized means shall be void.
6. Jurisdiction: Choice of Law. Any civil action arising from this Agreement shall be
brought in the Superior Court for the Third Judicial District of the State of Alaska at
Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the
parties under this Agreement.
7. Severability. Any provisions of this Agreement decreed invalid by a court of competent
jurisdiction shall not invalidate the remaining provisions of the Agreement.
(rev. 05/18/2018) Page 2 of 3
OWNER:
By: da--,�—(signature) Date:
Z23
MW M71 DDI Xt (print name)
KATHE=Alaska
STATE OF ALASKA ) sss.My Commis025
THIRD JUDICIAL DISTRICT )
The forego'},ng- instrument was ackno\wlcdged before me this � day of
20 �, by IV► IVY/ Z6, OO� U
PU IC FOR l--LASKA/--�
ission xpires: �
MUNICIPALITY.
By: (signature)
�l ✓ t. C ^C -Li/ T (print name)
�f
Date:
Title: C I VI �- C G l.✓l; !Z
(rev. 05/18/2018) Page 3 of 3
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. 020-541-35
Expiration Date:
Legal description RABBIT CREEK VIEW & HEIGHTS 134V L2A
Site address 16002 Genevieve St Anchorage
Current property owner(s) William Carlson
X The On-site system(s) is/are approved for 3 bedrooms
Conditional approval for bedrooms, with the following stipulations:
Comments or advisories:
n/(c `l" (� l! Mf' F— SPM Zo "L-3 —
c�L,S /-1 t1- 1_ u,-.. CQ S ►NsL-L_'e� S Sf tiv,�,,�
T���� p,�.,hpr�y , Goer r�-s t�•s r u- s �3 /�o Z C +
By: Original Certificate Date: Z 3
This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject
system(s) is/are in substantial compliance with municipal code. The Municipality of
Anchorage, Development Services Department (DSD) issues COSAs based upon
representations provided by an independent professional engineer. The Municipality of
Anchorage is not responsible for errors or omissions in the professional engineer's work.
ATTACHMENTS:
COSA Checklist X Well Flow Advisory
Absorption Field Advisory Nitrate Advisory
Tank Age Advisory X Arsenic Advisory
Other
COSA Approval_June 2022
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 Application
1. GENERAL INFORMATION
Parcel I.D. 020-541-35
Complete legal description RABBIT CREEK VIEW & HEIGHTS BLOCK 4V LOT 2A
Location (site address) 16002 GENEVIEVE STREET, ANCHORAGE, AK 99516
Current property owner(s) WILLIAM R. CARLSON Day phone
2. ON-SITE SYSTEMS SIZED FOR 3 BEDROOMS
3. TYPE OF WATER SUPPLY: ® Private Well ❑ Private Well serving 2 dwelling units
❑ Private Well serving 3+ dwelling units ❑ Community Well or Public
❑ Water Storage
4. TYPE OF WASTEWATER DISPOSAL: ® Private Septic ❑ Private Septic serving 2 dwelling units
❑ Holding Tank ❑ Community Septic or Public Sewer
5. SEPTIC TANK: ® Steel ❑ Plastic ❑ Concrete ❑ Fiberglass
Age 24 - See advisory if steel older than 20 years
6. ABSORPTION FIELD: ® AWWTS ® Bed ❑ Deep Trench ❑ Wide Trench ❑ Seepage Pit
Waiver request for:
Expedited review requested: ❑
Distance:
By applying for this entitlement, this property is subject to inspection by municipal On-site staff
to verify the accuracy of the information provided.
COSA Fee $
55'0
Date of Payment 1 L3 r 1 aaa3
COSA # S r 231 D IL
fr 111319
Waiver Fee $
Date of Payment
Waiver #
COSA Application 2022.doc
DEVELOPMENT SERVICES DEPARTMENT
On -Site water and wastewater Section
www.muni.org/onsite
`a" 907-343-7904
Fax: 343-7997
Septic Tank Advisory
Certificate of On -Site Systems Approval # OSC231016
Subdivision: Rabbit Creek View & Heights Block:4V, Lot: 2A
The septic tank for this property is 24 years old. The average life for a steel septic
tank is 20 years. Typical replacement costs range from $7,000 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 30 year old steel tank MAY look like.
Mailing Address P `O Box 196650 *Anchorage, Alaska 99519 6650 *www mum org
Legal Description: RABBIT CREEK VIEW & HEIGHTS BLOCK 4V LOT2A Parcel ID: 020-541-35
If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system _
A. WELL DATA
® Well log is filed with Onsite (or attached)
Date drilled 6/16/1999 Total depth 187 ft
Cased to 20 ft
® Sanitary seal is functioning correctly
® Wires are properly protected
Casing height (above ground) 18+ in.
Date of flow test for COSA 1/24/2023
Static water level at beginning of test 37 ft.
Well production at time of test 1.78 gpm
B. TANK DATA cf
z3
Measured operating fluid level in septic tank NA -STEP
Date of pumping SPRING 2023
® Required maintenance completed, if AWWTS
Comments: ATTEMPTED TO PUMP 3 TIMES & WITH
SMALL PUMP TRUCK W/ CHAINS -PREPAID PUMP
D. ABSORPTION FIELD DATA
Which system tested (date installed) 7/8/1999
® ALL standpipes present per record drawing
Total measured depth from grade 4.1 ft (max)
Measured depth to pipe invert from grade ft (min)
® N/A — pressurized field.
® Per record drawings, field is insulated.
® Monitor tubes go to bottom of effective.
If not, state depth into effective ASSUMED
❑ Presoaked required if
(Required if house vacant or field not used for more
than 30 days prior to date of test)
Gallons introduced gallons date
Any rejuvenation treatment (past 12 months) N
If yes, enter date
Water storage tank volume NA gallons
Well disinfected for coliform test? ❑ Yes ® No
® Coliform bacteria is Negative
Nitrate mg/L ® Nitrate less than MRL (ND)
Arsenic ug/L ® Arsenic less than MRL (ND)
Collected by Fes,
Date 1/24/2023
C. LIFT STATION
® Required maintenance completed
Age of lift station 24 years
Lift station material STEEL
Comments: MEA INSPECTION REPORT
CONTACT ONE STOP PUMPING 907-561-7669
Adequacy test date 1/24/2023
Results M Pass
Fluid depth prior to test 0 in
Water added 450 gal
New fluid depth 0 in
Elapsed time <1 min
Final fluid depth 0 in
Absorption rate 450 gpd
FIELD STATUS — POST RECOVERY
Effective depth (per record drawings) 3 in
Effective depth used 0 in (PEA GRAVEL)
Effective depth remaining 3 in (IDSF)
Comments/Deficiencies: NO FROST ISSUES & ONLY 2 PEOPLE RESIDING IN RESIDENCE PER OWNER. PREPAID
FLUSHING VALVE COVERS TO BE INSTALLED IN SPRING 2023. THIS IS AN IDSF W/ 2' OF SAND BELOW PEA GRAVEL
WITH ALARM AND AIR COMPRESSOR IN GARAGE. CONTACT L& S SERVICES FOR IDSF COVERS 907-346-0004.
COSA Checklist 2022.docxs �� L % 2 (� /-Z3 C
E. SEPARATION DISTANCES
From Private Well on Lot to: (Please enter distances if less than required or if community well on lot)
Septic Tank/Lift Station on Lot > 100' Community Sewer Manhole/Cleanout > 100'
❑ Yes if No *50+ ft ® Yes if No ft
Neighboring Tank > 100' ® Yes if No ft Private Sewer/Septic Line > 25' ® Yes if No ft
Absorption Field on Lot > 100' ❑ Yes if No *50+ ft Holding Tank > 100' ® Yes if No ft
Neighboring Absorption Fields > 100' Animal Containment > 50' ® Yes if No ft
® Yes if No ft
Manure/Animal Excreta Storage > 100'
Community Sewer Main > 75' ®Yes if No ft
_ ®Yes if No ft
❑ N/A — Served by Community Well (not on lot) or Public Water
From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required)
Building Foundations > 10' ® Yes if No ft Surface Water >100'
_ El Yes if No *50+ ft
Tank to Property Line > 5'
Field to Property Line > 10'
Water Main > 10'
Water Service Line > 10'
F. ENGINEER'S COMMENTS
® Yes if No ft
® Yes if No ft
® Yes if No ft
® Yes if No ft
Wells on Adjacent Lots:
Private Wells > 100'
Community Wells > 200'
❑ Yes if No *50+ ft
® Yes if No ft
If tank or field is under driveway comment below
*May meet conventional septic separations but system meets CATIII separation distance code requirements
G. CERTIFICATION & 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, indicates that the on-site water
supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes,
ordinances, and regulations in effect at the time of installation, unless noted otherwise.
Name of Finn FIRST WATER CONSULTING Phone 907-350-9566
Engineer's Printed Name CURTIS HUFFMAN PE Date 2/7/2023
Comments: This investigation was completed in compliance with MOA guidelines, regulations,
and best industry practices / methods. The assessment of the condition of the well and septic
applies only to the conditions as of the day tested. The flow and absorption rates may change
due to subsurface conditions that may not be observed from the surface, changes in land use,
local soil characteristics, groundwater levels that may fluctuate during the year, quality of
construction (workmanship & materials), the water usage of the family being served by the
system and maintenance. The operational life of all well and septic systems are subject to
these various and dynamic characteristics and are outside the control of the evaluator of the
well and septic system. Therefore, any or NO estimate of how long a system will function satisfactory
for current or future occupants or guarantee that no unseen encroachments, deficiencies or
discrepancies exist can be given by First Water Consulting & F6[C S
COSA Checklist 2022.docx
_49 TH
��y :• • Curtis Huffman
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�T�c� • . 2/7/2023. • 4P�'®
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N890 31'36"E 168.25'
104.3'
RETAINING WALL
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10' UTILITYEASEMENT '
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37 15' E 187.70
LOT 3A LOT 4A
250 H Street
Anchorage, Alaska 99501
Survey Department
Phone 562-5291
cit Inc Mainline
Phone 243-8985
en.c�cvLEk' -� ..e • 9 cch�,E��
ORDERED BY: BILL CARLSON
LEGAL DESCRIPTION:
LOT 2A, BLOCK 4V,
RABBIT CREEK VIEW & RABBIT
CREEK HEIGHTS SUBDIVISION
DRAWN DATE: 05/03/17 WORK ORDER: 17025
DRAWN BY: ADS PLAT: 2004-91
CHECKED BY: SC GRID: SW3241
SCALE: 1" = 40' FB/PG: 805/52-53
00
M
N
49.0' I Z
R=20.00'11=31.46'
30'
I—
W
w
w
W
W
w
30'
LOT 1A
LOT 2A
NOTE:
THIS DRAWING SHALL NOT BE MODIFIED FOR USE AS A PLOT PLAN
WITHOUT THE EXPRESSED WRITTEN CONSENT OF LCG LANTECH.
ADDRESS: 16002 GENEVIEVE ST. PARCEL #: 020-541-35-000
AS -BUILT
SURVEY CERTIFICATION: LCG LANTECH, INC HAS CONDUCTED A PHYSICAL SURVEY OF
THE PROPERTY AS SHOWN ON THIS DRAWING AND CERTIFIES THAT THE
IMPROVEMENTS SITUATED THEREON ARE WITHIN THE PROPERTY LINES AND NO
LEGEND:
ENCROACHMENTS EXIST OTHER THAN NOTED.
...:
SEPTIC STANDPIPE QS
;" .",;:.'
EXCLUSIONARY NOTE: IT IS THE OWNERS' RESPONSIBILITY TO DETERMINE THE
WATER WELL 0
Concrete
��
EXISTENCE OF ANY EASEMENTS, COVENANTS, RESTRICTIONS OR RIGHT-OF-WAY
Gravel
TAKINGS WHICH DO NOT APPEAR ON THE RECORDED SUBDIVISION PLAT. UNDER NO
FENCE x
CIRCUMSTANCES SHOULD ANY DATA HEREON BE USED FOR CONSTRUCTION, FOR
EAVE------------------
Wood Deck
ESTABLISHING PROPERTY LINES, OR FOR PLOT -PLAN PURPOSES.
Municipality of Anchorage
Department of Health and Human Services
825 "L" Street
Rick Mystrom. P.O. Box 196650 Anchorage. Alaska 99519-6650
Mayor
http://www.ci. anchorage, ak. us
July 8, 1999
William Carlson
2401 Chilligan Drive
Anchorage, AK 99517-1002
Subject: Rabbit Creek View Block 4, Lot 2
Permit # SW980250 PID # 020-032-20
The subject permit, issued 7/21/98 by this office for a single family well and/or on-site
wastewater system, is due to expire as of 7/21/99.
If you have drilled the well, a well log must be sent to this office for documentation of the
installation and to close the permit.
If a licensed Professional Engineer has inspected the installation of the on-site wastewater
system, the original as -built inspection report must be sent to this office for review,
approval and documentation. All inspection reports must be submitted within 30 days of
construction completion.
A new permit must be obtained from this office for a well and/or on-site wastewater
system NOT installed 6y the expiration date. However a new permit can be issued free of
charge for a second year if the application for the renewal is received on or before the
date of expiration of the original permit for which a fee was paid.
When applying for a new permit after the original permit has expired or for more than a
second year, the fees are: $320.00 for an on-site wastewater permit and $120.00 for a well
permit.
If you have any questions, please call this office at 343-4744.
Sincerely,
4U!'UC/J
James Cross, PE
Program Manager
On-site Services
enc: Copy of Permit
Municipality of Anchorage
Department of Health and Human Services
825 "L" Street.
P O Box 196650 Anchorage Alaska 99519-6850
Rick Mystrom http:llwww.ci.anchoraae,ak.ua
Mayor
Permit Number: #SW 980250 Date of Issue: 7-21-98 Parcel Identifcatlon Number: 020-032-20
Date Started: 6-1 -99 Date Completed 6-16-99 Is well'located at approvedpermit location?]Z Yes 0 No
Legal Descriptioo: Rabbit Cr VieKA k 41ot 2
Property Owner Name & Address: William Carlson
2402 Chilligan Drive
dnnllAt tv& au 0OA17
: Depth (ft)
ess & Water Strata From To
FStick-up
Method of Drilling ® air rotary ❑ cable tool
Casing type: steel
0 2
2 -9
Bedrock 9 187
Wall Thickness:.025 inches,
- Dia t .*:-in0hes -- TDc --b; 2%
Liner Type:
Diameter: inches Depth: feet
Casing stickup above ground: 2 feet
Static water level (from ground level): 11 feet
Pumping level: 185 feet after
2 hours pumping _4 gpm
Recovery Rate: 4 gpm
Method of Testing: air lift`
Well Intake Opening Type:
(],Open End ®'Open Hole
❑Screened Start feet Stopped feet
Perforations Start feet Stopped ` feet
Grout Type: bentonite 3 8 Volume: 1 BAG
Depth: Start 0 feet Stopped ? feet
Pump: Intake Depth feet -
Pump size hp Brand Name
Well DiBiq Oq O Ipon Completion? E Yes ❑ No
VED
RECEIC E I V E D
Method of Disinfection:
"omments:
J U L 20 1999
Well Driller: Alpine Drilling & Enterprises
P.O. Box 110496
Municipality of Anchorage
Dept. Health & Human Services
Anchorage, Ak 99511 AK Zip
Attention: The we& �a-lpi e -a Ieg-t°-the-i*opert3' with 30—day"-complotion'a4d.the ..pr°pertY
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nr thn wAl 4i 04ar 41011 nr^%T .4a o %%rail' Ina to t%a dant of T40nilh * PT1mgn �PT%lInPC
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PAGE 1 OF 1g
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES �� ,C ,%���n
P.O. BOX 196650, 825 "L" STREET, ROOM 502 y( 11
ANCHORAGE, ALASKA 99519-6650
ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW980250
DESIGN ENGINEER:KND ENGINEERING
OWNER NAME:CARLSON WILLIAM R
OWNER ADDRESS:2401 CHILLIGAN DRIVE
ANCHORAGE, AK 99517
PARCEL ID:02003220
LEGAL DESCRIPTION:
RABBIT CREEK VIEW BLK 4 LT 2
LOT SIZE: 31358 (SQ. FT.)
NUMBER OF BEDROOMS: 3 THIS PERMIT: 3
THIS PERMIT IS FOR THE CONSTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
DATE ISSUED: 7/21/98
EXPIRATION DATE: 7/21/99
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 343-4744 ( 24 HOURS ) . (NOT REQUIRED FOR WELL ONLY PERMIT)
4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL
ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING
WEATHER MUST BE EITHER:
A. OPENED AND CLOSED ON THE SAME DAY
B. COVERED, SEALED AND HEATED TO PREVENT FREEZING
5. THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
RECEIVED BY:� DATE:
ISSUED BY: I/ - 6- DATE
40,
• 4?t •er7c
MEMORANDUM RECEIVED
DATE: June 16, 1999 JUN 17 1999
TO: Donna Mears Municipality of Anchorage
Dept. Wealth &Human Services
FROM: Mike Anderson, P.E.
SUBJECT: Lot 2, Block 4, Rabbit Creek View Subdivision
Permit Number SW980250
Septic System Design Revision
I was recently contacted by the owner of Lot 2, Block 4, Rabbit Creek View Subdivision
to review the design completed for the new septic system to be constructed on his lot.
Although the design appears workable it is much more expensive then the Bottomless
Intermittent Sand Filter. I have therefore redesigned the new system to include the filter
in lieu of the recirculating septic tank with upflow filter as previously permitted. The
location of the septic tank and absorption bed will be the same as originally designed,
but the type of equipment used will vary. A plan of the new system is included for your
review. Please review this information and modify the permit to include the Bottomless
Intermittent Sand Filter. Thank you for your time.
Thank you for your assistance with this matter.
LOT 2, BLOCK 4, RABBIT CREEK VIEW
DESIGN FACTORS:
SYSTEM REQUIREMENTS:
3 Bedroom
Home
Bottomless
Inter. Sand Filter
Perc. Rate:
3.1 Min./Inch
1,250 Gallon STEP Tank
Application
Rate: 2 GPD/SF
2' Lake Otis Sand or Equal
Air Supply
Line (Anch. Tank)
6" of 3/8"
Pea Gravel
3 Bedrooms
X 150 GPD = 450 Gallons Per
Day
450 GPD/2
GPD/SF /10 LF (Width of Bed) =
22.5 LF
Length of Bed
Therefore: Construct a Bottomless Intermittent Sand Filter System 1 0'
Wide X 30' Long. Distribution Piping to be Placed at 2' Below Original
Ground Surface. 2' High Density Direct Bury Insulation and 2 '
Protective Cover Over Filter.
6" Lffi R OF 3/ 8" FFA 2AVE:L
WN tlf FVC LAIM5 M17
MVWAY W 11t 5VAIN.--,
(LXAWt K1.0WrK - 2.5"+)
'51411 FVC LAIM&5 (iYF M1
iNoi. r�
MIN. OF COVER
2" Direct Bury
,FUUFAMC Insulati
111"III , 69
V1411 I / i 4' /
t z
MONITGRING iEBE; C tYPJ `�`
O, z�
2 FMf MW. OF FILt1;R 5<Nd7 �
AIRLm IS" (3q DW
-foror5AlV PROFILE VIEW
BOTTOMLESS SAND FILTER DET
(NO SCALE)
NOTE: Grade Area to Drain Away.
Maintain 4' Separation From Bedrock.
Provide 4' of Cover or 2" Insulation and 2'
LOT 2, BLOCK 4, RABBIT CREEK VIEW
DESIGN FACTORS:
SYSTEM REQUIREMENTS:
3 Bedroom
Home
Bottomless
Inter. Sand Filter
Perc. Rate:
3.1 Min./Inch
1,250 Gallon STEP Tank
Application
Rate: 2 GPD/SF
2' Lake Otis Sand or Equal
Air Supply
Line (Anch. Tank)
6" of 3/8"
Pea Gravel
3 Bedrooms
X 150 GPD = 450 Gallons Per
Day
450 GPD/2
GPD/SF 110 LF (Width of Bed) =
22.5 LF
Length of Bed
Therefore: Construct a Bottomless Intermittent Sand Filter System 1 0 '
Wide X 30' Long. Distribution Piping to be Placed at 2' Below Original
Ground Surface. 2' High Density Direct Bury Insulation and 2 '
Protective Cover Over Filter. .
-AK LIM 65L S'AaP Af
3/ 4" DIA. 5CH. 40 PVC LA1Ei? 0
10' x56' Dodo
APPIUK 2 ftf. O&W
(I -M5. 5fW5. AkV FLLMN6
LM Od 60ff(
Aa f — \
VN VAS t 2 OI�NCO D�` 1)–�
�NO
P� W VY * t
Wj
4" DIA MOJIfO" 111E At EACH
COM I?ff0rAA1W "M fCP PLYWOOD DA TIM
-I 1/ 4" DIA 5CH 40 PVC OF %V AW P15TOUTION PIPE A al)(M ENm EED n1sttz V&VE5
17150M2GE LINE PKOM )NVW. (DgLL 1/ 4 INCH DIA Haf5) . (WITH PlUtECTM COVCR5)
5fEP f" AV MANIFOLD P[.Aa CAP ON PGrf0M MV DgLL (Usw Awk QZAM)
3O (MIN)1/ 4" HCLE5
PLAN VIEW
kit
-
°°°
BOTTOMLESS` SAND FILTER DETAIL °®*&. "4?
(NO SCALE) o ®off
PPP R O 6 U P a P�
NOTE: Grade Area to Drain Away.m�y.
Maintain 4' Separation From Bedrock.)
Provide 4' of Cover or 2" Insulation and 2' Cover
P p0
.®
q
90-0.0'.0
WELL & WASTEWATER DISP❑SAL SYSTEM DETAILS/SITE PLA
-- CREEK VIEW S/D, BLOCK 4 LOT 2
I
VACANT, ,Z.
l•WELL �
U/ may 1� / ' 9z
------------------
---------
LEI] S R E E T-�w----
I T #98-1 wT o H #98- /��
P pPp SED PRIM RY SY EM O� RE ERVE ry
---�- 1 I�ulSY TEM
ILTER p I� I
I I I/n I
VV JJ I
2000 GAL. RECICUiA ING SEPTIC TANKco
I; I
LOT 1 SEIPTIC I
I RH #98- I
I
VACANT o �os�d�� i LOT 1
H #98-4
WELL I >
-----------------------J I L----- a-- - •PR02 -----------------------I
,LJ
------------------------ I-- - ---------------
PTI( 10'Util Esnt
I I I
I I
*WELL
LOT 4
I I
LOT 3
I 1 � PTI(
I I
- i LOT 2
I I
I I 7c £ i
DESIGN DETAILS
3 BDRM X 150 GPD = 450 GPD
450 GPD/4.0 GPD PER SQ. FT. (1.8 MIN/IN.)= 112,5 SQ. FT
(112,5/5'(W)) X 1.0(RF) (0,5 GRAVEL) = 22.5 FT. TRENCH
USE SHALLOW TRENCH - 30' (L) X 5' (W) X 0.5'(D)
NO PUBLIC WELLS WITHIN 200' OF Total depth of system is 2.0' from original grade.
PROPOSED SYSTEM.
NO PRIVATE WELLS WITHIN 200' OF Total depth Of gravel below distribution pipe is 0.5'
PROPOSED SYSTEM EXCEPT AS NOTED.
NO SEPTIC SYSTEMS WITHIN 200' OF NOTES:
PROPOSED WELL EXCEPT AS NOTED. 1. USE 2000 GALLON TRICKLING FILTER TANK. INSULATE TANK IF<4' COVER.
2. INSULATE TRENCHES WITH 2' HD BURIAL FOAM,
3. CONTRACTOR WILL ENSURE MAXIMUM 27 SLOPE INT❑ SEPTIC TANK.
4. ADDITI❑NAL FILL WILL BE ADDED OVER SYSTEM TO ACHIEVE
MTN '�, r n\/FP TF PP -01 ITPFTI_
..ft__` \
OFA
* ' 9 TH �*
KENNETH M. DU /
CE-7116
f� 4�
Atf
\ AROnSSIO'000
PREPARED FOR:
BILL CARLS❑N
2401 CHILLIGAN DR
ANCHORAGE, AK 99517
(907)243-1628
FIELD BOOKS COMPUTED:
BOUNDARY: _ DRAWN:
EMD
STAKING: - CHECKED:
KMD
ASBUILT: _ DATE:
7/1/9
DWG. FILE: GRID:
3214
ACAD FILE: 98080.DWG JOB No.:
98080
Scale; 1'= 100'
PAGE 1 OF 3
LCLA\1 ZJ ENGINEERING
20441 PTARMIGAN BLVD.
EAGLE RIVER, AK 99577-8736
(907)696-6111/FAX (907)696-8111
aw or' AL -A 1
a Municipality of Anchorage �01 .
t DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG — PERCOLATION TEST / MI('HAEI. N ANDERSON )
('1.;..9469 W
PERFORMED FOR: Ll/�/,}i�/SBYJ DATE PEf RMED.U �VAM-
'/ v ?'�F7iSS10Nl`Y'
LEGAL DESCRIPTION: /SGL/I" r�/c UfeL(I B7 Z Township, Range, Section:
SLOPE SITE PLAN
DEPTH
(FEET)
2
3
4 }
6
7
8
9
10
WAS GROUNDWATER
ENCOUNTERED?
S
11 ��" L
IF YES, AT WHAT -d/�- O
DEPTH? P
12 E
13-
14
15-
16
17
18-
19-
20-
COMMENTS
81920
COMMENTS
PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN FT AND FT
PERFORMED BY: &der.71L�L t"�I 4iddya S��-CERTIFY THA THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
amp� �or' AL� "A 1
Municipality of Anchorage 10 f
t DEPARTMENT OF HEALTH & HUMAN SERVICES /
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG — PERCOLATION TEST / MICHAEL N. ANDERSON
C- 0469 w
chi// L6���SFm /
PERFORMED FOR: DATE PEI R�ED.1; %d
LEGAL DESCRIPTION: /[Ll,E,//T t�/�BGK UleiGf B7 z Township, Range, Section:
SLOPE SITE PLAN
DEPTH
(F
1 �
L
2
3 \`
4-
5
6-
7
8-
91011 9-
10-
11
12-
13
14-
15-
16-
17
4151617
18-
19-
20-
COMMENTS
81920COMMENTS —
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
S
L
O
P
E
PERCOLATION RATE (mmutesnnch) PERC HOLE DIAMETER
TEST RUN BETWEEN FT AND FT
PERFORMED BY: SbY! "�jf < d D+c I W;I(e. nu ej��CERTIFY THA THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 97
77-onA (Gnv Ajwi
01' Alis � •
Municipality of Anchorage
t DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L•• Street, Anchorage, Alaska 99502-0650
SOILS LOG — PERCOLATION TEST / MICHAEL N ANDERSON
?� CE 9489 w /
PERFORMED FOR: DATE P RMED.,; %� 7 AW
LEGAL DESCRIPTION: /`iLL it fed tl/ a-) B I Z Township, Range, Section: 'rll
SLOPE SITE PLAN
DEPTH
(FEET)
1 Or
2
9
4
5 6/'/�7 3Y -a L./t,l
6
7
8
10 I 5��� 6eclroc,�G,
11 � --1— a. D. 4+
12-
13
14-
15-
16-
17
4151s17
18-
19-
20-
COMMENTS
81920
COMMENTS
WAS GROUND WATER
ENCOUNTERED?
Gross
Reading Date Time
s
IF YES, AT WHAT4
L
, O
DEPTH?
�( P
3
E
Depth to Water After
Mnni/nrinn9 O%U
PERCOLATION RATE (minutesnnch) PERC HOLE DIAMETER
TEST RUN BETWEEN FT AND 3 FT
I AJVICICdSOrI ( "at'1' LC�irr�"K I 4e— dw-t o'f,-6 7 CERTIFY THA THIS TEST WAS PERFORMED IN
PERFORMED BY: d!Jie
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE DATE: --
72-008 (R( -'v. 4/85)
Gross
Reading Date Time
Net
Time
Depth to
Water
Net
Drop
2 'zo
D��n
3
r
38"
PERCOLATION RATE (minutesnnch) PERC HOLE DIAMETER
TEST RUN BETWEEN FT AND 3 FT
I AJVICICdSOrI ( "at'1' LC�irr�"K I 4e— dw-t o'f,-6 7 CERTIFY THA THIS TEST WAS PERFORMED IN
PERFORMED BY: d!Jie
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE DATE: --
72-008 (R( -'v. 4/85)
Municipality of Anchorage10,WWANDERSON DEPARTMENT OF HEALTH & HUMAN SERVICES/825 ••L" Street, Anchorage, Alaska 99502-0650SOILS LOG — PERCOLATION TEST /
CE 91469 sv
PERFORMED FOR:/// [ /�I�IS�I% DATE P RM E,,`nF1,SSIONn
,
/ `
LEGAL DESCRIPTION: ✓os/�/.�I L Z Township, Range. Section:.'rll j -5
DEPTH 7
(FEET)
2 \
3-
4 4
6-
7
8-
91011 9-
10-
11
12-
13-
14-
15-
16-
17-
18-
19-
20-
COMMENTS
21314151617181920
COMMENTS
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
S
-A&-L
O
P
E
Depth to Water After
Monitoring? L41 Date:
Gross
Reading Date I Time
PLAN
PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN FT AND FT
PERFORMED BY: r o .jj-dg )D I •r(.— n S "CERTIFYpTH/A3QQTHIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:1J
J J MO /0.... ,11011 /