HomeMy WebLinkAboutGLACIER VIEW HEIGHTS BLK B LT 12Glacier' View
Height
lock
Lot 12
050- 501
-08
Permit Number:
Tax Code Number:
Work Type:
On-Site Wastewater Disposal System Permit
OSPl11262
05050108000
Septic
MUNICIPALITY OF ANCHORAGE
Development Services Department
On-Site Water & Wastewater Program
4700 Elmore Road, PO Box 196650
Anchorage, AK 99519-6650
Telephone: (907) 343-7904
Upgrade
Permit Effective Dates: September 30, 2011 to September 29, 2012
Design Engineer: PANNONE ENGINEERING SERVICE
Subdivision: GLACIER VIEW HEIGHTS
Site Legal Address: GLACIER VIEW HEIGHTS BLK BLT 12 G:0159
Owner/Address: RISHEL TIMOTHY A &
MCKAY JOLIE A 9024 WALLACE ST EAGLE RIVER AK 995779549
Site Mailing Address: 9024 WALLACE ST, Eagle River
Lot Size in Sq Ft: 18722
Total Bedrooms: 5
This permit is for the construction of:
Y Disposal Field Y SepticTank N Holding Tank N Privy N Private Well N Water Storage
All construction must be in accordance with: 1. The attached approved design.
2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater
Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80).
3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services
Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either:
A. Open and Close on the same day.
B. Covered, sealed, and heated to prevent freezing.
Date: ';i!/ / // //
Community Development Department
Development Services Division
On-Site Water & Wastewater Program
UNICIPALITY OF ANCHORAGE
Phone: 907-343-7904
Fax: 907-343-7997
Mayor Dan Sulfivan
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D. ~
Property owner(s) .~,'40'F~.¢ ,~,~5~/¢.:~._ ~ ,._~..,L.i~ ~,'~/.('.~,.¢ Day phone
Mailing address
Site address ~¢_yZ~z./'
Legal description (Sub'd., Block & Lot) 5'-/-.'¢/-j~,. L)lg'~ /-/E-/C-/CT.~ ~ ~¢-~' ,,~,, /-.c~?~/~_
Legal description (Township, Range & Section)
Lot Size ~]'"/'Z.Z- Sq. Ft. Number of Bedrooms
THIS APPLICATION IS FOR:
([~ all that apply)
Absorption Field
Septic Tank ~,,
Holding Tank []
Privy []
Private Well []
Water Storage []
THIS APPLICATION IS AN:
Initial []
Upgrade '~
Renewal []
THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR:
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.
'"' /oJ~r,~uth '
S~ nat onzed a ent
('g p~ ¢~ · g )
Permit/Rush Fees:
Date of Payment:
Receipt Number:
Permit No. C?~:)~"
Waiver Fees:
Date of Payment:
Receipt Number:
Waiver No. C,
G:\Building\On Site\Forms\Client Forms\Permit App_010411 .doc (Rev. 1/11 )
Pannone Engineering Services LLC
Steven R. Pannone, Principal
Registered Professional Engineer
E-mail: steve@panenRak.com
September 22, 2011
Municipality of Anchorage
Development Services Department
On-Site Water & Wastewater Program
4700 S. Bragaw Street
P. O. Box 196650
Anchorage, Alaska 99519
Subject:
Glacier View Heights, Block B, Lot 12
Septic System Permit Upgrade Request
Ladies and Gentlemen:
I am writing to request a permit to construct an upgraded septic system be issued for this property. The proposed
systems will serve an existing five-bedroom house. Currently the lot is developed. The lot is served by a private well.
The existing holding tank shall be decommissioned per code and a new S.T.E.P. tank installed. A new drain field will
be installed south of the existing house and will be sized to handle a five-bedroom waste stream. The surrounding
developed lots are served by private water systems. The private wells are located over 100 feet from the proposed
soil absorption system.
1. Soils. One test hole was excavated by Pannone Engineering Service in September of 2011, and one test hole
excavated in May of 1999 was on file with the On Site Department. See the soil logs are attached. Ground water was
monitored for seven days. Ground water was monitored to a depth of ten feet (10') below ground level after the
monitoring period in TH-PES-1 and five feet (5') below ground level in TH-1999-1. Bedrock was not encountered in
the test holes. It is my opinion, based on the results of the percolation tests and overall soils appearance; an
application rate of 2 gallons/day/square feet should be used, using a mounded advanced wastewater treatment
system with engineered fill to create the required separation distance from ground water.
Soil Absorption System Design.
a. See Sheet 2 of the design package
3. Surface Water: There is no surface water within :100 feet of the proposed septic tank and the existing drain
field. The proposed drain field upgrade will maintain at least :100 feet from all surface water and drainage ditches.
4. Topography: The average topography in the area of the proposed septic system is approximately 20-25
percent based on the survey information in the area of the septic system. There are no steep slopes within the
vicinity of the proposed drain field.
5. Drawing Markings: The Drawings are marked "For MoA Review Only". When written notification that the
review is complete and that there are no further comments is received from MoA On-Site Department, the note will
be removed and "Issued for Construction" drawings will be issued.
Maiiin~;: P~O~ Box 1002179 Anchorase,~
F~hysicai: 615 East 82n~ Ave, Cuite B6~ Ancho~'aae,
Telephone: (907) 272-82:~.8 FAX;
Page 2 of 2
6. Waiver Request for use of Engineered Receiving Soil (ERS). I am requesting a waiver to the 1992 Code to use
the proposed Code Update Section of Engineered Receiving Soils (ERS). Below I will detail my request justifying the
use of ERS:
a. Two test holes were excavated). The soils logs are attached. Ground water was monitored in both
test holes.
b. This design proposes to use two types of ERS. The base soils that will act as an interface between the
existing soils and the soil absorption system (SAS) will be MoA Type II or Type IIA, which has a
specified gradation per MASS. This interface will be approximately two and a half feet in depth and
will be compacted to approximately 80 percent to allow free flow of the effluent through it into the
native soil using MoA Waste Water Code application rates. The infiltration area of the interface
between the ERS and the in-situ soil was based on the 54.5 minute per inch percolation rate of the
in-situ receiving soil. A two foot thick filter sand layer will be placed over the MoA Type II material to
act as an interface between the SAS and ERS.
c. The SAS is sized assuming a percolation rate of the ERS soil, assumed 6-15 MPI, which gives an
application rate of 4 GPDSF.
d. The system will protrude above the ground surface. The cover of the system will produce a mound,
which will have at a minimum, three to one side slopes and six inches of organically rich soil to
promote the growth of vegetation.
The proposed installation will not affect the future development of the surrounding or existing lots. There are no
wells or septic systems within 100 feet of the proposed septic location.
If you have any questions or concerns, please contact me at 272-8218.
Sincerely,
Steven R. Pannone, P.E.
Owner/Civil Engineer
Attachments:
Maiiing: P,O~ Box 100217, Anchora6e, AK 99510,,0217
Pl~ysica: 615 East: 82® Ave, Suite B6, Anchora~i,';e, AK 99505
Telephone: (907) 272~,8218 FAX; (907) 272,-8211
!FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510 ~..
PHONE (907) 272-8218 FAX (907) 272-8211 ~ .. ~..~ f~ Scde
GLACIER VIEW HEIGHTS, BLOCK B, LOT 12 o5o-5o~-o8
TIMOTHY RISHEL ~ JOLIE McKAY --'~~~%.¢{~~ERM,T NO.
9024 WALLACE STREET f~;~.. .~ 0SPl11262
PLAN EAGLE RIVER, AK 99577 ~?~ ...... ,~%~ Sheet
-~~ 1 OF 4
SPECIAL PROVISIONS TO SPECIFICATIONS
1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF
ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF
ON-SITE WASTEWATER DISPOSAL SYSTEMS.
2. ALL WORK SHALL BE IN ACCORDANCE WITH THE ATTACHED SPECIFICATIONS.
3. SCOPE OF WORK: INSTALL NEW 2000 GALLON S.T.E.P. TANK W/ 2LA AX20 TREATMENT PODS AND AUXILIARY PUMP
VAULT, AND NEW SOIL ABSORPTION SYSTEM.
4. GROUNDWATER WAS OBSERVED AT XX FEET BELOW EXISTING GRADE DURING EXCAVATION OF THE SOIL TEST HOLE. IF
AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 3 FEET BELOW EXISTING GRADE
NOTIFY THE ENGINEER IMMEDIATELY.
ylNSULATION /1 ~" 0 PERF PIPE
6" TOPSOIL / /--,1~" HOLES @ 24" O.C.
AND VEG~AT, ON~
3 -5~-l-5'°-i ~5;'° ~/yDRA'N ROCK
il---'- "xJ___.....__!////
o~ 4.0
(TH-~999-~) ~-S.O --
(GEG 5/12/1999) ML/GM X ~MIN. 2' MOA TYPE IIA
-7.0 i ~ ENGINEERED FILL
~REMOVE ORGANICS TO ML/GM LAYER
(PES 9/21/2011)-10.0 ~ CL/~M DEPTH MAY VARY
~, 15.0
= SECTION
z .~-13.0 ~ w
OF`. l-- 0z
g g
_ 1 ~" 0 PERF PIPE ~ n
,. 15.0
2000 g S.T.E.P ::i( ,
TAN K (P)
W/2EA AX20 SEE SECTION & PARAMETERS X'-2' SA.ND
'-MIN 2' MOA TYPE IIA
PODS PROFILE ENGINEERED F.L
DESIGN PARAMETERS DESIGN PARAMETERS
PRIMARY/RESERVE SEPTIC SYSTEM ENGINEERED FILL - IN-SITU INTERFACE
NO. BEDROOM: 5 (750 gpd) NO. BEDROOM: 5 (750 gpd) ABBREVIATIONS
TANK SIZE: 2000g S.T.E.P. PERC RATE -- 50-60 MPI CU COPPER
PERC RATE -- 6-15 MPI SOIL RATING: 2 GPD/SF (CAT III) DIP DUCTILE IRON PIPE
SOIL RATING: 4 GPD/SF AREA RQD: 575 SF TH TEST HOLE
AREA RQD: 187.5 SF FC FOUNDATION CLEAN OUT
SYS. TYPE: WIDE TRENCH 0.5' E.D. USE: T# TANK CLEAN OUT NO.
MIN LENGTH: ,57.5 LF 50 LF X 15' WIDE C# CLEAN OUT NO.
TOTAL AREA: 750 SF M# MONITOR TUBE NO.
USE: R.I. RIGID INSULATION
40 LF X 5' WIDE, 0.5' E.D., DCO DOUBLE CLEAN OUT
4' TD (BOTTOM OF EXCAVATION)
TOTAL AREA: 200 SF DV DIVERTER VALVE
FS FLOW SPLITTER
~. 01- ,AL.,~ ~.~, 9/27/11
FOR CONSTRUCTION P,O. BOX 100217 ANCHORAGE, AK 99510 ~.~ .....
,,O~E (90z) ~z~-~ ~AX (90Z) ~Z~-~11 ~e. ~ ~ ..~ ~. Seo,e
·
TIMOTHY RISHEL & JOLIE McKAY~~~~a~.. CE 8149 .-~ PERMIT NO.
9o:4 WA..AC~ St~ET ,~¢~... ...¢~jo~
DESIGN DETAILS EAGLE RIVER, AK 99577 ll~o~s{~,~ Sheet
SOILS LOG - PERCOLATION TEST
TEST HOLE 1
I ~ SLOPE ~ .... ' ~ SITEPLAN ':'J '",
:XISTING ......
8 -- CU G~VEL TH ~
GM INTERMIXED '
9 ~ (MOIS~
999 1
12 --
13 '
BaH
WAS GROUND WATER SLOPE
14 ~ ENCOUNTERED? N
~5 -- IF YES, AT WHAT TH ~
16 ~ DEPTH? -0-' X
,7 ~ DEPTH TO WATER AFTER
MONITORING? -10'-
~8 DATE: 9/21/11
WATER
DATE PERFORMED: 9/14/11 R~DING DATE CLOCK NET TIME LEVEL NET DROP
TIME
R~DING
~ 9/14/11 11:02 --- 6.25 ---
2 11:32 30 MIN 5.50 0.75
3 11:32 --- 6.25 ---
4 12:02 30 MIN 5.70 0.55
5 12:02 -- ~ 6.25 ---
6 12:32 30 MIN 5.70 0.55
PERO~TION ~TE 54.5 (min/inch) PERC HOLE DIAMETER 6 inches
TEST RUN BE~EEN 5 FT AND 6 FT
COMMENTS: Test hole excavated by ALAS~ DIVERS. ~ec hole was preso~ed.
Test ~n for one hour. Last 3 readings reported
PERFORMED BY: Steven R. P~none~ P.E. I CERTIFY T~T THIS TEST WAS PERFORMED IN ACCORDANCE
WITH ALL ~TAT~ AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST.
No;~s: P~O~ ~G ~C, L~~0 / '~J,~ ____,~ Date
P.O. BOX 102954 ANCHORAGE, AK 99510 ~:'~'~e~{,
FOR
CONSTRUCTION
9/27/11
PHONE (907) 272-8218 FAX (907) 272-8211 ~:' ~'~{Ij :Scale
N...'~ ~ F~ '.. ~ NTS
~ P.I.D. NO
TIMOTHY RISHEL & JOLIE McKAY ..-~
WALL C
SOI~S ~0¢ IAea[ ~IVE~, AK ~577 ~ Sheet
WATER
READING DATE CLOGK NET TIME LEVEL NET DROP
TIME
READING
~ 9/14/11 11:02 --- 6.25 --
2 11:32 30 MIN 5.50 0.75
3 11:32 --- 6.25 ---
4 12:02 30 MIN 5.70 0.55
5 12:02 -- 6.25 ---
6 12:32 30 MIN 5.70 0.55
ADVANTEX SYSTEM DESIGN
(2LA)
ADVANTEX
24"
PASSIVE
4" JIM CAP_ AX20 PODS~-- INSULATED AUXILIARY
~. RISER, PUMP ,, AIR
=~J_ ~ BASIN ~ VENT...~. p
SLIDE SECTION i 'BB'-I
OF 6" PIPE ,BtlPI I
OVER THIS CONNECTION ~'~J I
TO PROVIDE
SHEER PROTECTION- ' 14"
EXTEND TO
BRIDGE EXCAVATION -
I
~'~,-"~-'~-~"~-~.~,,·. D a t e
NOTES: P~O~ ~G ~C, L~ ~.g~.~L~'~I, 9/27/11
FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510 -----:'
PHONE (907) 272-8218 tAX (907) 272-8211 ~*."~* ~ .~..~ ScaleNTS
GLACIER VIEW HEIGHTS, BLOCK B, LOT 12 ~ ~so-sm-o8
TI MOTH~ RJSHEL ~ dOb,E ,c~AY ~~;%~n'~¢~JPERMIT NO.
9024 WALLACE STREET ,~%~.. .~ OSPl11262
DESIGN DETAILS EAGLE RIVER, AK 99577 ~o~¢~~ Sheet
ALASKA WATER & WASTEWATER CONSULTANTS, INC.
'SOIL LOG - PEROO~TION TESTI
reTEST HOLE ~1 I
SOIL C~SSIFIOATIONS j/ / ~/ -. ISITE P~NIi
~=: ~7~:5 GW ~ ORG ~ i ~ %. I I" = I00'~ j
~N~E ORGANICS GM~, , CL ~ I /
5-- ~ SP CH ~PTIC x //
6--; GRAVEL PROPOSED
B.O.H. DEPTH TO DATE '~._~
GROUNDWATER '~_%".. g~ L .... / ~ 3 BEDRO0~
8-- 5' 5/12/99 '~~ '
10~
11- DATE READING CLOCK NET TIHE WATER LEVEL NET DROP
TIHE (HINUTES) READING (INCHES)
15~ NO PERCi)~TION ~ PI[RFORMEQ .......
17~ J .....
18-- ' ............
19-- PERCOLATION ~TE -~ .(HIN./INCH) ~ERC. HOLE DIA. 6~ (INCHES)
20~ TEST RUN BETWEEN - FT. AND~~FT./
~IS WAS PERFORMED~N ACCORD~CE WITH ALL STATE ~ ~NI~AL~UIDELINES IN EFFECT ON THIS
DEPTH TO DATE
GROUNDWATER
5' 5/12199
ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND
REPAIR AGREEMENT
MEMORANDUM OF UNDERSTANDING
BETWEEN MUNICIPALITY OF ANCHORAGE
THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this
o2Y'~ Dayof ~oT-ai~,[g&/~ of 20 II , by and between ,~.(xr._ ~3v t~q cv;-¢~l'
herein the "OWNER," and the Municipality of Anchorage, herein the
"MUNICIPALITY." In consideration of the mutual covenants contained herein, the
parties to this Memorandum of Understanding agree as follows:
1. ADVANCED WASTEWATER TREATMENT SYSTEMS. Municipality
grants permission to Owner to utilize and operate an Advanced Wastewater
Treatment System (AWWTS), described as
Definitions.
located
A. Alteration. Any change to the design or function of an AWWTS that
Includes the installation or removal of any parts, components or pieces not
included in the original construction permit and design. Prior to
performing any alterations to an AWWTS the owner must obtain a
Wastewater Disposal System Construction Permit from the Municipality
pursuant to Anchorage Municipal Code (hereinafter, "AMC") 15.65.
B. Certificate of On-Site Systems Approval. An approval by the
Municipality of existing water and wastewater disposal systems given at
the time of property sale and title transfer in accordance with AMC 15.65.
These approvals certify that the systems are adequate for the homes that
they support and meet the codes that were in place at the time of system
construction.
C. Damage. Any man-made or natural change in a system that would inhibit
the system from performing as designed.
D. Maintenance and Repair. The scheduled and as needed replacement of
existing parts, components and pieces of an AWWTS that were included in
the original design which would allow the AWWTS to continue to
perform as designed.
E. Permit (Construction) An On-Site Wastewater Disposal System
Construction Permit as defined by AMC 15.65.
F. Permit (Operating) An Advanced Wastewater Treatment System
Operating Permit. An annual permit, issued by the Municipality, that
allows the Owner to operate an AWWTS, upon meeting all the
requirements of this agreement, the conditions of Operating Permit, the
requirements of the On-Site Wastewater System Construction Permit and
all relevant provisions of AMC 15.65
Fee. Owner shall pay to Municipality an annual fee of
($_~.00), payable on or before the issuance of the operating permit and annually
thereafter. The annual fee is due on or before the anniversary date of the approval by the
Municipality of installed system.
4. Term. The term of this Memorandum of Understanding shall be for the life of the
AWWTS.
The term begins on the date of approval by the Municipality of the installed system and
shall continue while the AWWTS system is in use or operational or until the property is
sold or title is transferred by owner and a new certificate of On-Site approval is issued to
the new owner or transferee of the property.
5. ~Alterations~ Installation and Removal of Additional Equipment. Owner agrees
not to make any alterations, removal of parts or additions to the AWWTS without a
Construction Permit from the Municipality.
6. Maintenance and Repairs.
A. Throughout the term of this Memorandum of Understanding, the Owner shall
maintain AWWTS in good repair. In addition, it shall be the responsibility of the
Owner during the term of this Memorandum of Understanding, and any extensions or
renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2)
maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs.
Further, Owner agrees to comply will all applicable ordinance, laws, regulations,
rules and orders for the AWWTS.
B. Owner agrees to provide the Municipality a written schedule of routine
maintenance and repairs which have been performed on the system pursuant to the
terms and conditions contained in the Owner's AWWTS Operating Permit. This
schedule shall be submitted to the Municipality annually upon the renewal of the
permit. The schedule of maintenance and repair contained in the Owner's AWWTS
Operating Permitis: ]~(1~~ ~ ~d~.~.4
C. Owner acknowledges that the fmc schedule for failing to maintain and repair an
AWWTS are codified in AMC 14.60.
D. Owner agrees that only maintenance, repair personnel certified by the
Municipality will inspect and make any necessary maintenance, repairs or permitted
alterations to the system.
E. Owner agrees to grant the Municipality reasonable access to test and inspect the
AWWTS upon 24 hours written notice.
F. Owner agrees that any sale or transfer of title of the property will not occur
without a new Certificate of On-Site Systems Approval. - ....
G. Owner agrees that the relevant provisions of the standard specification guidebook
for AWWTS is the governing professional guidelines for the construction,
maintenance and repair of the Owner's AWWTS.
7. Nonwaiver. The failure of either party at any time to enforce a provision of this
Memorandum of Understanding shall in no way constitute a waiver of the provisions,
nor in any way effect the validity of the Memorandum of Understanding or any part
hereof, or the right of such party thereafter to enforce each and every provision
hereof.
8. Amendment.
A. This Memorandum of Understanding shall only be amended, modified or changed
by a writing, executed by authorized representatives of the parties, with the same
formality of this Memorandum of Understanding was executed and such writing shall
be attached to this Memorandum of Understanding as an amendment.
B. For the purposes of any amendment modification or change to the terms and
conditions of this contract, the only authorized representatives of the parties are:
of the Memorandum of Understanding.
OWNER:
Date: ~ 9 ~,--~',ua">"7' e~Cx- ~_~6 [(
STATE OF ALASKA
Anchorage: Purchasing Officer
C. Any attempt to amend, modify, or change this contract by either an
unauthorized representative or unauthorized means shall be void.
9. Jurisdiction: Choice of Law. Any civil action arising from this Memorandum of
Understanding 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 Memorandum of Understanding.
10. Severability. Any provisions of this Memorandum of Understanding decreed
invalid by a court of competent jurisdiction shall not invalidate the remaining provisions
)
) SS.
THIRD JUDICIAL DISTRICT )
before me this ~day of~,
The foregoing in.stmmem
was
acknowledged
NOTA'~fi~ UlrICh'FOR ALASKA
My Comnii sion ex~pires: ~1,~ q
I JACQUELINE OBANA ~
] State of Alaska [
II~My Commission Expires July 07, 2015~
Municipality of Anchorage Page I 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
Permit Number: ,_~u~ ~[~lo riG, PID Number: O~o -.~ol - O~
Name' ' ~U pg fade
~ c~ ~ Wastewater System: ~ New
~: ~ ABSORPTION FIELD
Phone:~ ~ -- O~ ~ 'I[No' of Bedrooms:~ ~ Deep Trench ~ Shallow Trench ~ Bed ~ MoUther
Block: Subdiv~ion: Depth to pipe bo~o~ original grade: Gr~pth beneath pipe
~ Ft./ Ft.
Lot: ~Z ~ ~'~ ~l~ ~"~. Fill added above original ~/ Gravel[ength:
Township: ~ Range: ~ Section:
~ Ft. Ft.
WELL: E~,s~,~ew D Upgrade Gravel width: ~ ~Ft. ~Number of lines: Distance ~een]ines:Ft.
Clarification (Private, A,B,C): Total Depth: ~ TOt, I a~*~roa: .i~rial:
p~ tq~ ~ Ft. SQ. Ft.
Insta : Date instal[~
Yield: ~ PumpSetat: CasingHeightAboveGround: ~~ ~' TANK
~ GPM Ft, Ft.
SEPARATION DISTANCES ~ Septic ~H;idi~ ~ S.T.E.P.
To Septic Absorption Lift Holding Public/Pdvat~ Manufacturer: Capaci~in gallons:
From Tank Field Station Tank Sewer Lines ~NC~o~GE ~
Number of Compa~ments:
we]~ 1oo~P ~t+ Material: ~
SudaCewater ~ Ioo~+ ~ , LIFT STATION
_ size,n
Line
I "Pump on" level at: ~ JHigh water alarm at:
Foundation ~ J ~ ~
Cu~ainDrain L , ~Ol~ -- P~I IElectricallnspectionspeHormedb~
Remarks: ~o~o~G ~ ", ~eO
BENCH
MARK
Location and Description:
A~um~ Elevation:
ENGINEER~ SE~
Inspections pedormed by: ~.~.¢.c.I I~c. Dates:lst ~/e~, I~'*":~j /i %~"'~
Depadment of Health and Human Se~ices approval · -~j,.
Reviewed and approved by:~~//~ _~ ~ ~.
72-013 (Rev. 9/91) MOA 25
PER~sW990,NU..E.:, 6 AS ' BUILT DRAWING PA.OEL050_50,,D .u..~:_o8
FCO 55.3 ~4.3 I / ~ x ~ /
C? 50.5 59.6 ~ /
6 CO 54.2 45.1 ] / ~ ~ '
A~RM 57.1 48.9 I /
NEW 4000 GALLON / &~& ¢*,~
'.. HOLDING TANK~ / ~ ~ 'e~6~A7~
'.. ~ '-~o/% ....
6901 DEBARR ROAD SUrE 2B, ANOHO~GE, AK 9950~
PHONE: (907)337-6179/F~: (907)338-3246
~GAL DESCRIPTION: '
','~ V/
~c... v,.w ..,~..~ su.,v,~.o.~ .o~ ,~...~o~. ,, ~.: ~.~.~.~...,:~:~.~
AS-BUILT OF HOLDING TANK ~ ....
PREPPED FOR: PHONE NUMBER:
BRUCE PRATZ 696-0951 ....
%% ' ........... '~
J.L.M. 1 : 40' 2 OF 2
A 'B
FCO 35.3 44.3
C01 50.5 39.6
6" CO 54.2 45.1
ALARM 57.1 48.9
,,~TER WELL RECORD
STATE OF ALASKA
DEPARTMENT OF NATURAL RESOURES
Division of GeoIogicol a Geophysicol Surveys
Drilling Permit No.
LOCATION OF WELL {PleDge complela either la, lb or lc.) A.D.L. No.
Anc~ Glacier 12 B _o,_o,~of~ s~ w~
View Hghts.
Myrtle St. and Eagle Ri~er Rd. ~,~r~,.: Eagle River, Ak.
' ' ' SuHoc* 60 ff - _
Material Type Top BOttom '
Sand, ~avel, damp silt 12 23
Sand, ~avel, silt, water 40 46 ~.,,w.,, ~o,~,,~
Sand, ~avel, clay 4b bb
8. CASING: ~ Threaded X~ Weld,d
diem. in. Io~ ft. Depth Sflckup~ ff.
9. FINISH OF WELL:
Type: Dlomoter:
Eel between fi. end ff.
Beck fillies Gr~val peck
,o. s~T,c w~E, L~vE~, 30 .. 11 ' ~8 / 8
~.~e~&[~" ~ 13. PUMP= {If available) HP
~o~ue~o~ o~ 1
15. Wolor Temperofure. o ~ F ~ C
~,.~,:P.O. ~ox 770504 L~gle ~ive~, Ak. 99~77
~'~""~: o.,0: NOV. 3O, 1983
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) 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Upgrade
Date Issued: Jun 02, 1999
Expiration Date: Jun 01,2000
Permit Number: SW990'116
Legal Description: GLACIER VIEW HEIGHTS BLK BLT 12
Design Engineer: 0041 AK Water & Wastewater Consulta
Owner Name: Bruce Pratz
Owner Address: 9024 Wallace Street
Eagle River, AK 99577-
Parcel ID: 050-501-08
Site Address: 009024 WALLACE ST
Lot Size: 18722 SQ. FT.
Total Bedrooms: 3 Permit Bedrooms: 3
This permit is for the construction of:
[] Disposal Field [] SepticTank [] Holdir~g 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.
5. The following special previsions.
This permit is for a holding tank
Alaska Water & Wastewater Consultants, Inc.
6901 Debarr Road, Suite 2B N Anchorage - Alaska 99504
Phone (907) 337-6179 N Fax (907) 338-3246
Consulting Engineers
May18,1999
Municipality of Anchorage
Department of Health and Human Services
On-Site Services Section
P.O. Box 196650
Anchorage, Alaska 99519-6650
Ref: Sewer Upgrade for Lot 12, Block B, Glacier View Heights S/D. HOLDING TANK
To whom it may concern:
The existing 3 bedroom house is served by a private well and a septic system that consists of a
1000 gallon septic tank and a bed type drainfield. The bed appear to be surcharged.
One test hole was excavated on the property and groundwater was found at 5 feet in the test hole
(see attached soil logs). The groundwater appeared to be traveling just below the organic layer.
Based upon our assessment of the site, it is unlikely that there is any suitable accepting soils (2
feet unsaturated), as required to install an onsite septic system. Per the homeowner, there is a
french/foundation drain that is above the house and the outfalls are located on both sides of the
house.
It is our recommendation that your department allow us to install a 4000 gallon holding tank.
The tank will be locatec west of the existing septic tank and 75 feet away from the well. A copy
of the proposed desi§~ attached. If you have any questions, please contact us at 337-6179.
eres~ ~t V~w~,~,e,,~. ,~,~ ...... ,_,_., M.S.
xL'_CEIVt:u
MAY 1 8 1999
,v~uNl(..ll-'ALffY OF ANCFIORA(~I~
"~'~. ~.~ / LOT 15, BLOCK D / I I
.. ~. .~ .. "~ '- ./ GLACIER VIEW HEIGHTS / ) ~ I
~ ~ ~ ~ ~ ~OT
LOT 9, BLOCK B ' ' r ~ ~ VALL~ Vl~ TER~CE
~ / ~ ~._~ ~ [ ~ LOT 17,_~_.1__~ ~
~ ~ ~ ~ ~ ~~ ~ ~ f,VALL~ ~ TER~CE
~ / ~ ~ ~ ~ ~ ~*'~' ( J 3 BEDROOM
HEIGH~
~ ~P~C
~ ~ ~ ~ ~ ~IE~I~ HEIGHTS I ,' ~.~
~ ~ / J ~ LOT 1, BLOCK
~~LL FIELD ~RFIY ~ ~ ~ ~ J VALL~
~ ARE NO ENCROACHMENTS '~ ~ j ~ I
PRI~R TO ANY CONSTRUCTION.. '~ j ~.,~
A~S~ WA~R A~ WASTEWA~R CONS~TA~S, ~C.
6901 DE~R ROAD, SUITE 2B. ANCH0~GE, AK. 99504~ ~-- ~~h~ ~.- ........
~GAL DESCRIPTION:~'~"'J ~
~PE OF WORK:
SITE P~N FOR HOLDING TANK DESIGN ......
PREPPED FOR: PHONE NUMBER: ~0~'./
BRUCE PRATZ 696-0951 q~j~_ '..._v
DATE:5--1/8/99 D~WN BY: SCALE: PAGE:
J,L,M, 1 = 100' 1 OF 2
~ \\ /
/
PROPOSED 4000 GALLON ~" ~ ~ · ---- ---- '~ ~
~.. ,ozo,~o TAN~%/ % ~%~;~--% ,, ,
~ ''.. It
'~ mEXISTING SEPTIC T~NK TO
,
~STINO BED TO BE / '~~ * ~ ~
ALAS~ WATER AND WAS~WATER CONS~TA~S, ~C.
~E 0F WORK:
DESIGN FOR HOLDING TANK
~.~. ~o~ ..o.~..~.~: 0~¢.. ~-~ .."~
BRUCE PRATZ $~8-0B51 u~[ ' ' -,*~
DATE:5/] 8/9B D~WN BY: StoLE: PAGE: ~?~"" .......... '"
J.L.M. 1 = 30' 2 OF 2
ALASKA WATER & WASTEWATER CONSULTANTS, INC. ~ .O.L..A..~[~
PHONE (907) 337-6179 * FAX (907) 338-3246 '" '
I SO~L LOG - PERCOLATION TEST[ ,
PERFORMED FOR: BRUCE PRATZ
;, './Jdffr~/v A. Gorness.:
DATE PERFORMED: 5//12/'99
TEST HOLE #1I ~t~;o~.~ ~,~ ........... . ~ ~-¢~'~,=.
6---ff, FY~,~, CLAYEY ~ ~C '~-, )%Z_ ~ ~'f /,
If./~ ~, ,., ~ ~,~.v r'b HOLDING
7 ~-1~.~.-~ DEPTH TO ~^~= ~.~. 'X..~ ~-~',~,NO '
I~'~'"' :ROUNDWATER .... ---_ -'7~"..~.b, /i ~TEi~°°~,
9-1 ---- -- /..,~,,,,;'.. / '" --.'~'~-~" i
../ ~,^.-= ~=^r,.~r' CLOCK NET TINE WATER LEVEL NET DROP
/~q u~e I r~L~,.~u TIME (MINUTES) READING (INCHES)
17__1 ..........................
181 ----'----- -------I ----- --- -
191 PERCOLATION RATE - 0'IIN./INCH),4/¢ERC. HOLE DIA. 6" (INCHES)
2c--L--- TES,,"N"ET",'EE" - E','.7 ft.
EXIS"rlN6 BEC APPEARED TO BE ENC.OACHINO GROUNDWATER. //// C~//
DEPTH TO DATE
3ROUNDWATER
5' 5/12/99
NAME
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street- Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
PHONE
LEGAL DESCRIPTION c,
· °CAT,ON ,c,/
Well/'¢~,~ Absor pti~.~are, Dwell,ng
DISTANCE TO: Mate~~
~.~ Width
Inside length
Liq IF HOMEMADE:
DISTANCE TO; Well M2 Dwelling
Manufacturer /~-- Material
Nearest lot line
DISTANCE TO:
No. of lines Trench width
Top of tile to finish grade Material beneath tile
[] UPGRADE
NOiOFBEDROOMSj
'ERMIT NO, ~! pi
No. of compartments-~_____~
Liquid d eptl:u~-
PERMIT NO.
Liquid capacity in gallons
Foundation PERMIT NO.
Total length of lines Distance between lines
inches
Total effective absorption area
Type_~of crib--- :rib diamete.~_.___.~r. Crib dep~th
DISTANCE TO:
Well Building fou
B~ilding fc
Class
DISTANCE TO:
inches
Total effective absorption area
Nearestlotline 3~]) t.,~
Distance to lot line PERMIT NO.
Septic tank Absorption area(s)
OTHER
PIPE MAT ER IA~ V,.,~_-
SOIL TEST RATING
REMARKS
AppR LEGAL
MUNICIPALITY OF ANCHORAGE
Department ~ Health and Environmenta: ~rotection
825 ~ Street, Anchorage, AK. ~3501
:: ~0~1~. 264-4720 b~
* * * HANDWRITTEN PERMIT * * *
Permit ~ WELL AND/OR ON-SITE SEWER PERMIT~ '[
Applicant: ~//~/~ ~ ~-'P('-C Mailing. Address:/(( (:~:>
Legal Description: /--- / ~- 3 ~ ~C/~ f/f~i'. Lot Size:
T~rpe of Soil Absorption System Is: '-
Trench: Drainfield: Seepage Bed: ~ Holding Tank:
Max~um Number of Bedrooms: ~ Soil Rating(sq.ft/br) /~-~
The Required Size of the Soil Absorption Sys,tem Is: '
~ "~ ~He-./ j
DEPTH_ / / '
LENGTH GRAVEL DEPTH ~''a~''/ WIDTH
The length dimension is the length(in feet) of the trench or drainfield. The
depth of a trench or pit is the distance between the surface of the ground and
the bottom of the excavation(in feet). There is no set width for trenches.
The gravel depth is the minimum depth of gravel between the outfall pipe and
the bottom of the excavation(in feet).
* * REQUIRED SEPTIC(HOLDING) TANK SIZE = ._~ GALLONS * *
Permit applicant has the responsibility to inform this department during the
installation inspections of any wells adjacent to this property and the nuraber
of residences that the well will serve.
***
* * * TWO(2) INSPECTIONS ARE REQUIRED
Backfilling of any system without final inspection~and approval by this departmen~
will be subject to prosecution.
Mini~um distance between a well and any on-site sewage disposal system is 100 feet
for a private well or 150 to 200 feet from a public well depending upon the type
of public well. Minimum distance from a private well to a private sewer line
is 25 feet and to a conumunity sewer line is 75 feet. Well logs are required
and must be returned to this department within 30 days of the well completion.
Other requirements may apply. Specifications and construction diagrams are
available to insure proper installation.
* * * PERMIT EXPIRES DECEMBER 31, 1 9 8 3 * * *
I certify that: .
(1) I am familiar with the requirements for on-site sewers and wells as
set forth by the Municipality of Anchorage.
(2) I wil~l~install t~ system in accordance with codes. - '
(3) I ~d~t~d th~ the on-site sewer system may require enlargement if
~~~~Xs remodeled to include more~edrooms.
S igne~
/" Date: /'--
sw /o 4q/ lI / ,,
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, A{aska 99501 264-4720
SOILS LOG - PERCOLATION TEST
[] PERCOLATION
TEST
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20-
COMMENTS
PERFORMED BY:
72-008 (6/79)
~ & ~ Et'~GINEERIN(~
SLOPE S{TE PLAN
WAS GROUND WATER
E.CO NTERED?
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
t
/
/
PERCOLATION RATE (minutes/inch)
TEST RUN BETWEEN , FT = FT
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & HUMAN SERVICES
Division of Environmental Services
On-Site Services Section
P.O. Box 196650 Anchorage, Alaska 99519-6650
343-4744
Parcel I.D. #
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWELLING
050-501 208 ~
1. GENERAL INFORMATION
~0mplete'legal description
Lot 12 ; Block B GlaCier View Heights
Location (site address or directions)
9024 Wallace Street
Eagle River, AK
prOperty owner
Mailing address
Bruce Pratz
Day phone 696-0951
9024 Wallace Street Eagle River, AK 99577
Eending agency
Ma(ling address
Agent
Address
Day phone
Day phone
Unless otherwise requested, HAA will be held for pickup.
3%
NUMBER OF BEDROOMS:
TYPE OF WATER SUPPLY:
Individual well
Community well
Public water
NOTE:
If community well system, provide written confirmation from State ADEC attest-
ing to the legality and status of system.
TYPE OF WASTEWATER DISPOSAL:
Individual on-site
Holding tank
Community on-site
Public sewer
NOTE:
X×
If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
72-025 (Rev. 1/91) Front MOA #21
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 of this Health Authority Approval application shows that the on-site water supply
and/or wastewater disposal system is 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 in complia-nce with all Municipal and State codes,
ordinances, and regulations in effect on the date of this inspection.
Name of Firm ALASKA WATER & WASTEWATER Phone ~ '~-6 / 79
Add re ss 6~31~B B(~
ANCHCR~'
Engineer's signature
Alaska Water
Wa~tewater Consultan~ ~ -.
~hall be PAID $1"Tg. 0 :-:' ,, a~
o~' prior to, closing for the ~:~
Enginee-ring Services Provide~.
DHHS SIGNATURE
~ Approved for 'TH/~E ~
Disapproved.
Conditional approval for
- Date
bedrooms.
bedrooms, with the following stipulations:
Additional Comments
The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority
Approval Certificates based only upon the representations given in paragraph 5 above by an independent
professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to pu rchasere of homes
and their lending institutions in order to satis~ certain federal and state requirements. Employees of DHHS do not
conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not
responsible for errors or omissions in the professional engineer's work.
72-~25 (Rev. 1/91) ~aCk MOA
Municipality of Anchorage JUN2_1 197/ _%
DEPARTMENT OF HEALTH & HUMAN SERVICES II~J
..... MUNICIPAL T¥ OF A
Envlronmenta Services Division ENVIRONMENTALSERAV~N
825 L Street, Room 502 · Anchorage, Alaska 99501 · (907) 345-4744
Legal Description:
A. WELL DATA
Health Authority Approval Checklist
Well type
Log present (~N) y6-~
Total depth kO I
Sanitary seal (~'N)
If A, B, or C, attach ADEC letter. ADEC water system number
Date completed
Cased to Go I Casing height (above ground)
Wires properly protected (~N)
zl-k
Date of test
Static water level
Well production
FROM WELL LOG AT INSPECTIO_N~
18~ - Zo~
J.O g.p.m. O,'~G g.p.m.
WATER SAMPLE RESULTS:
Coliform ~lr//q"l
Date of sample: ~'/q,/~'~t
B. S~:R~~ANK DATA
Date installed
Foundation cleanout <~N)
Date of Pumping
Tank size
Nitrate &/~'/~ "'' n~/~Otherbacteria ~>?/~ /
¥ Co,,ec,edby:
L~000 Number of Compartments
Depression (Y~ /~o High water alarm (~N) '{~-~
Pumper '
Date installed Soil rating (g.p.d./fF or ff~/bdrm) System type
Length'~'~""~_ Width Gravel thickness below pipe ~~
Effective absorpti~ ~itoring Tube ~ession over field (Y/N)
Date of adequacy test ~~__ For____ __
Fluid depth ~in,); I_ mm e' I. ~gal. water added (in,):_
bedrooms
72-026 (Rev. 3/96)*
D. LIFT STATION
Date installed
Manho~. "Pump on" level at*
High ' ' *water alarm level at _~
E. SEPARATION DISTANCES
Size in gallons
~vel at*
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic~_g~tank on lot
Absorption field on lot
Public sewer main
Sewer/septic service line
On adjacent lots
On adjacent lots
Public sewer manhole/cleanout
Lift station
SEPARATION DISTANCES FROM 9~~'~fANK ON LOTTO:
Foundation I ~ ~..-~ Property'line ~ 8 I ~ Absorption field Id /
Water main/service line ) o 14' Sudace water/drainage ~,oo1 4- Wells on adjacent lots ) c)o14--
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOTTO:
Propertyth~...._.....~ Building foundation Water main/service'line
Surface water ~a=~~2a~+%~age area _
Curtain, a_.in~ __ Wells on adjacent ~ _
ENGINEER'S CERTIFICATION, ,.~'_~_, OF
I certify ,hat l/b~ dehlrni~)c~/h field inspections and review of Municipal rec~t'¢~~C~j~s, are
in conformer/ce with ¢¢p4/H C,A ; Celines in effect on this date,
bngineer s ~ame ~ ~7 , i
, /
HAAFee $ ~ 0-~ ' (~
Receipt Number ~)'~ ~ F~,~,z~'~
72-026 (Rev. 3/96)*
Waiver Fee $
Date of Payment
Receipt Number
PUBLIC V~ATER syiT£M [.D, ~
p~VATI~
200 W. Potter Drwe
Tel (907) fi62-2343
Drinking Water Analysis Report for Total Coliform Bacteria
Anchorage. AK 0~$~ 84 008
. , ~s o~ ~ s~ ~e~o~ co~cma ~ [?~ W-~'°' ..~
Molgh I~a~ Year
Treated Water
Untreat¢~t water
Sarflpl¢ ov=r ~0 ~tour~; old, re~;ks may
be unr~liabl~
fl 5~m~le mo long m wansu; sample
analysis ~gan ~~ ~
AU~eal Meth~; ~Membr~e
. Namberofcolome$/loo mi.
~ks Jun
Foxed
Client noTlfie~ of unsatiffactory results:
Phon~ Spo~e ~lth Fax~
Dale. T,m¢.
COLIFIRM__
Time
Colleeted
SAMPLE DATE;
SAMPLE TYPfi.
~ Routine
~ Repro* Sample Cfar routine ~ample
wi~ll lab ref. no, ~. .. }
0 ~p~ci~i Purpose
S~MPLE LOCATION
BACTERIOLOGICAL WATER ANALYSIS RECORD
MMO-MUG R~ItI~: Total Coliform
Membran~ Filter: DIrecgCoaat .... 0
V~r~tTc~*Tlan: LTB ~_ ~ ~B
?in~t MemOran~ Filter Re~Jts ~
Repo.edBy~-~. Da'e~
Commems
Coliforrr~lllI} mt
ENVIRONMENTAL ~ACIL~TIBS IN A6A~ILA, CALifORNIA, FLORIDA, ll.61HOl~. MA49¥1.~ND, MICHIGAN. MIE~0tJRI. N~' J~RSEY OHIO. weST vIRGIN{/
992S9~,001
AK Wa;er & Wa~2waler Collsullanls hie.
Glacier View L 12B Block B
Omsi~¢ H~s~ &b
Drir~in~ Wa~er
1.1~
MUNICIPALITY OF ANCHORAGE
MEMORANDUM
WATER WELL ADVISORY
HEALTH AUTHORITY APPROVAL NO.~ ~)~
During a recent Health Authority Approval on-site inspection
and test of tl~e potable water supply well on Lot ~ ~
Block ~ of ~l~ V/&~) ~%~ubdivision~ the well's
productivity was determined to be ~_~ gallons per minute.
The minimum well productivity required by this Department
(AMC 15.55) for a ~ bedroom residence is ~o~gallons
per minute. Although the subject well currently exceeds this
minimum requirement, all parties concerned are advised that the
production capacity of the well may fluctuate. Restriction
of non-critical water uses such as washing cars ~nd watering
lawns and gardens may be required.
This advisory must be attached to all copies of the subject
Health Authority Approval.
3 .y
DTI000518 __
b