HomeMy WebLinkAboutCONTOUR ACRES BLK 1 LT 90 n U.'
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MUNICIPALITY OF ANCHORAGE
On -Site Water & Wastewater Program
PO Box 196650 4700 Elmore Road
Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997
hftp://wvAv.muni.org/onsite
On -Site Wastewater Disposal System Permit
Permit Number: OSP251318
Work Type: Septic Upgrade
Tax Code Number: 01745109000
Site Legal Address: CONTOUR ACRES BLK 1 LT 9 G:2837
Site Mailing Address: 5001 COUNTRY CLUB LN, Anchorage
Owner: SCHRAER DAVID & CYNTHIA LIVING
Design Engineer: HUBER ENTERPRISE
This permit is for the construction of:
Effective Date
Expiration Date:
Lot Size in Sq Ft:
Total Bedrooms:
9/8/2025
9/8/2026
88932
Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage
All construction shall 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 shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Special Provisions:
5
The Engineer is required to do an additional percolation test prior to construction of the septic field in the location
shown on the site plan. Please submit stamped and signed results with the As -built Inspection Report. If the
results require a design change, construction of the system will stop pending On -Site review and approval.
Received By: L) ' ti Date:
Issued By: ( Date:
ON -SITE SEPTIC/WELL PERMIT APPLICATION
Parcel I.D. 01745109000
Property owner(s) Schraer David & Cynthia Living Trust Day phone
Mailing address 5001 Country Club Ln, Anchorage AK, 99516
Site address 5001 Country Club Ln, Anchorage AK, 99516
Legal description
Contour Acres, Block 1, Lot 9
Number of Bedrooms 5
Engineering Firm Huber Enterprise AK
Building Permit Number
Not Applicable ❑
APPLICATION IS FOR: APPLICATION IS AN:
(® all that apply)
Disposal Field
0 Initial ❑
Septic Tank
0 Upgrade
Holding Tank
❑ Renewal
Privy
❑
Well
❑
Water Storage
❑
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
No Waivers Requested
Permit/Rush Fees: gM Waiver Fees: _
Date of Payment: ql?l Date of Payment:
Permit No. OSn 2q ll � Waiver No.
May 2025
Distance:
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP251318, Curtis Townsend, 09/08/25
Contour Acres BLK 1 LOT 9
SepƟc Tank and Drainfield Design
Project NarraƟve/DescripƟon:
Contour Acres Block 1 Lot 9, beƩer known as 5001 Country Club Lane, is an exisƟng 5 bedroom
residenƟal property. Based on available as-built informaƟon, the residence has an exisƟng sepƟc system
that consists of two (2) sepƟc tanks connected in series to a Crib and a secƟon of Deep Trench
absorpƟon field. The First sepƟc tank is the original 1000 gallon tank that was installed for the property
in 1971. This tank was connected to a Crib seepage pit. The system was retrofiƩed in 1982 to add an
addiƟonal 500 gallon sepƟc tank and install 72 LF of deep trench absorpƟon field.
The ExisƟng system is 43+ years old and failing. For this reason, the system will be
decommissioned per the Uniform Plumbing Code and a new system will be installed per the design
calculaƟons that follow.
A soil invesƟgaƟon was conducted on site on August 16th, 2025. A Single test hole was advanced
and a percolaƟon test was performed. The Test hole was excavated to a depth of 16 feet and indicated 1
foot of Organics/top soil above GM and ML soils to a depth of 16 feet. No water table or bedrock was
observed during the soil test. The PercolaƟon rate was determined to be 40 minutes/inch. See included
Soils Log PercolaƟon Test Report by Mike N Anderson dated 8/18/2025.
The ExisƟng Private Water Well for the property is located within the garage of the exis Ɵng
building. A 100 foot well protecƟon radius is shown on the proposed construcƟon plans.
Design CalculaƟons
Flow Rate: 5 Bedroom Main Residence at 150GPD/Bedroom
- Design Flow = 5 bedroom X 150 GPD/bedroom = 750 GPD
SepƟc Tank Size: Minimum Tank Size shall be 1000 gallons plus 250 gallons for each bedroom over 3 per
AMC 15.65.205
- 1000 + (250x2) = 1500 gallons
PercolaƟon Rate: Soil TesƟng indicated a percolaƟon rate of 40 min/inch.
ApplicaƟon Rate:
- Per AMC 15.65.210 Table 2 for ConvenƟonal Subsurface Disposal Fields, The ApplicaƟon Rate
for soils with percolaƟon rates of 31-60 Minutes/inch shall be 0.45 gallons/day/square foot.
- Design ApplicaƟon Rate: 0.45 gallon/day/square foot
Drainfield Area:
- (750 gallons/day) / (0.45 gallon/day/square foot) = 1666.66 Square Feet
Drainfield Design: Deep Trench
1. The EffecƟve AbsorpƟon area of deep trenches is calculated as the area of the sidewalls below
the invert of the distribuƟon pipe.
- Required EffecƟve AbsorpƟon Area = Length of Trench x EffecƟve Depth x 2
2. An EffecƟve Depth of 8 feet will be uƟlized for this site.
3. Minimum Trench Length: L = 1666.66/8/2 = 104.17 = 105 feet
a. Lateral Length = per AMC 15.65.210.E.1, Single Segments of Subsurface disposal fields
shall not exceed 100 feet in length.
4. Design Trench Length: Since the Maximum trench length cannot exceed 100 feet, there will be
two trenches, each 53 feet in length.
I am unaware of any adverse impacts this installaƟon would have on any wells or sepƟc systems
constructed in the adjacent area. Should you have any quesƟons or require any addiƟonal informaƟon,
please do not hesitate to contact me.
Sincerely,
Logan M. Huber P.E.
(772) 528-6287
Lhuber87@gmail.com
W
Feet
0 20 40
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP251318, Curtis Townsend, 09/08/25
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP251318, Curtis Townsend, 09/08/25
Municipality of Anchorage
On-site Water and Wastewater
REVIEWED FOR CODE COMPLIANCE
OSP251318, Curtis Townsend, 09/08/25
I
ANCHORAGE RECORDING DISTRICT, ALASKA
AS -BUILT OF:
CONTOUR ACRES SUBDIVISION
LOT BLOCK PLAT P-661
SURVEY CERTIFICATE: 1, John L. Schuller, Have conducted a
physical survey of this property as shown on this drawing and that the
improvements situated hereon are within the property lines and no
enchroachments exist other than noted. Under no circumstance shoul(
any infon-nation on this drawing be used for construction of fences,
structures, improvements, or for establishing boundary lines.
EXCLUSION NOTES: It is the owners responsibility to determine
the existence of any casements, covenants, or restrictions which
do not appear on the recorded subdivision plat.
WORK ORDER NUMBER: DATE: SCALE. E-MAIL.
AUG 2, 2025 1 "=60' schullerakOgmailxom
25-092 DRAWN BY: ICHECKED BY; GRID NUMBER: BOOK PAGE:
JLS SW2837 250266
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COUNTRY CLUB LANE
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J HN L. SCHULLER.• 0
LS-10408 10'
2 zy 1831 Talkeetna Street
�\6 'Aw Anchorage, Alaska 99508
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f es (,3ionc\ \'AQW (907) 227-1455 office
(907) 274-4992 fax
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
Well
DISTANCE TO:
Manufacturer
Liq. cap
DISTANCE TO:
Inside length
£o-t ?
area
Width
IF HOMEMADE:
Well Dwelling
Manufacturer Material
PHONE
[]NEW
~,UPGRADE
NO. OF BEDROOMS
No. of compartments
Liquid depth
PERMIT NO.
Liquid capacity in gallons
DISTANCE TO: Z ~ F°undat'°nTo
No. of lines Length of each
Top of tile to finish grade
Total length
Material beneath tile
Length Width Depth
Nearest lot linzo
inches
PERM,T NO ,2o2
Distance between lines
PERMIT NO.
area
Type of crib Crib diameter Crib depth Total effective absorption area
Well Building foundation Nearest lot line
DISTANCE TO:
Class Depth Driller
DISTANCE TO:
Building foundation Sewer line
Distance to lot line
PERMIT NO.
Absorption area(s)
Septic tank
OTHER
/oPt,
.
APPROVED
72-013 (Rev. 3/78)
DATE
LEGAL
GAAB-HD-I
TER ANCHORAGE AREA BOROI: '-I
DI:rAI:ITMENT OF ENVIFI0~MEgTAL 0.UALI,,
3500 TUDOFI FIOAD ANCHOFIAGE, ALASKA ggs07 27g-8585
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
MAILING ~-~/_~ ~/~ ~..~/~,~,~. ,~,~. PHONE
NAME ~ ~,4.x//~.~ ~. x4/~_-~._~' ADDRESS
SEPTIC TANK:
DISTANCE FROM WELL
LIQUID CAPACITY
GALLONS.
NUMBER OF ~
.MATERIAL -S/~--'~'~ COMPARTMENTS
.~.;--~'~-- c~'. LIQUID
INSIDE LENGTH ~ INSIDE WIDTH ~ DEPTH__
SEEPAGE SYSTEM: SEEPAGE PIT:
NUMBER OF PITS / OUTSIDE DIAMETER
LINING MATERIAL
NEAREST LOT LINE
OR WIDTH '/ ~
.... DISTANCE FROM WELL ~"Y'
,~' ~" TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA)
TILE DRAIN FIELD:
DISTANCE FROM WELL FOUNDATION , NEAREST LOT LiNE
NUMBER OF~LINES___ /~'
DISTANCE BETWEEN LINES TRENCH WIDTH
ABSORPTIO_N~~ SQ. FT. LENGTH OF EACH LINE
DEPTH: TOP OF TILE TO FINISH GRADE
DEPTH OF FILTER MATERIAL BENEATH TILE
LENGTH -.Z~ ' , DEPTH ~' ,
BUILDING FOUNDATION "~' <"~",
SQ. FT,
TOTAL LENGTH
OF LINES
IN. TOTAL EFFECTIVE
IN. ABOVE TILE
WELL: TYPE /~_./~.~4~__~ DEPTH / '~'-? / DISTANCE FROM WATER
, BUILDING FOUNDATION/~~/~//~/~'~ SAMPLE
NEAREST SEPTIC . SEEPAGE ~
LOT LINE -/,~ ' -~ , SEWER LINE ,/'~ '~ , TANK /-~-~ , SYSTEM ~/~ , CESSPOOL
NEAREST
OTHER '
S 0 U R C E S4'~-'~'~,
DISTANCES:
DATE
DIAGRAM OF SYSTEM
G.A.A.B.
PERMtT NO.
DE!;F:'FIR'T.'MEN'T' ._ :.:' HEF:IL"FI'-! FIND EN',/I RONMENTF:IL. r RI:]TEC'T i ON
;~:25 "L"' S'FREET., FINCHORRISE., FlK. S, 95E~:'£
264-4?20
C, ~'-.lt ...... £5 ::It: ""r EZ :=.::; E] It...-tl E I~-." If:.":." E:£ .~".-:." IPl I: 'T
,:] ']::::202. ,::; 2
FlPPL I CFlNT
LOCFIT I ON
LEC:iFIL.
SOL. RR F'LUS INC
HUFFMRN RRER
L. 9 8 ::L CONTOUR RCRES
S. R. FI.
:1. 56::L U
L O'l" S t :ZE
Si: ,:.I. 53 4 (; 8
9(;.'1000 SQURRE F.:'EE'T
T"r?E OF' SOIL FIBSORPTION S'¢S"f'EH I'.S: 'T'RENC.:H
~' =,U L. RFITI NG ,":':K~ F'T'..'"E P.", ...."""A
....MFIX]:MtlI"I NUME:EF.: OF E:EE:'ROOMS = ~ '""-T.. =
,_ ....... ,,_,...,, ,
,.EL...U]:RED .=,Zz.E C'F THE; SCI! RE,_-,_F..FTZON '=;'~STEM IS:,~
iF_'::, ES F' !" H == :I ::.'L ii...._ El l"--~ ,3 T' F~ == -i~ C:~ F-." F~ ".,,," E?. L_ IE:, E.'.-."E F" T' 11-.1f '.='.',~.
't"HE LENGTH DIMENSION IS THE L. EN(:~"FH < IN FEET) OF THE TRENC'H OR DRFIlNt::']:EL.D.
THE DEPTH OF R TRENC:H OR P:I:T I5-; THE DISTR1'.,ICE BETHEEN THE '"-";URFFICE: OF THE
GROUN[:, R1'q[:, THE BOTTOM OF THE E',.",;C:R'v'RT!ON (I1'.,I FEET).
THERE ]::5 NO 5-;ET HIDTH FOR TRENCHES.
THE GRFlVEL E:,EPTH Z'.:.'; 'THE.-": M!N]:MUM DEPTFI OF GRRVEL BETHEEN i"HE OU"FFFIL. L. I:::' ]: F:'E
FIND THE BOTTOM OF THE EXC:FtVRTTON (]:N FEET).
PERMI'T FIPPL. ICFtNT' I-IRS THE RESF'ONSIBILIT'T' TO INFORM THIS [:,EPFIRTMEt'.,!T E:,LIR]:NG THE
I N_.':,ThlL_Lt-' F I L N 11'45. PEC T I C NS OF Fll"J."r' HELLS RDJFlC:ENT TO T!"I I F.:; PROF'ERT'¢ FIND THE
NUMBER OF RE'"":;IDENC:ES THFlT THE HELL H I'LL SER',/E.
................ l- [-..II ,~::} ,::: ;L:..:.' ;:, :I 11'-,ti :_:..-:; F" E-' C: l" :ir_' C~ If'",! ."-.~:-'; F~ F.'.: E F~: E (;~ lt_J I I1:~: E:- IE)
BRCKF't LL ]: NG OF FlN"r' 5-;"r'S;'TEM H I THOUT F I NFl[_ I NSF'ECT l ON FINE:, F!PPROVFIL 8"¢ TH I S
[:'EF'F:IRTMENT H]:LL BE SUE:..IEC:T "f'O PROSECUTION.
H]:NIMUM D!S'TRNCE BETI.4EE:N Ft HELL. FIN[:' AN"r' ON-'SITE SEI.,.II::IGE [:'ISPOSRL. S';'¢STEi'd IS;
tOO FEE:T FOR Fl F'RI',,,'FITE HELL OR t50 'TO 200 FEET FROM Fl PUBLIC HEL. L DEF:'ENDII"4G
UPON THE T'T'PE OF PUBLIC HELL
MINIMUM DISTFlNCE FROM F1 F'RI",,'FITE HELL. T'O .FI F'R!'v'FITE :SE'HER L. INE: IS; 25 F:'EET RND
TO Fl COF!MUNIT'T' SEHER LINE: IS 75 FEET.
OTHER F.:EQU!REMENTS-; MFl'-r' RPPL.'T'. SPECiFICR'I"]:ONS FI1",ID Cf"~NSTRUCTION [:,IRGRI::!M:!::'; f::fRE
FI',/Fi]:L. RE~LE TO INSURE PROPER INS-;TFILLFiT:i:ON.
:[ CER]"IF'?' THFlT
±: t RM FFiMILIRR HITH THE RE6!L.IIREMF'1'.~]"S FOR ON-SITE SEHERS RNI::) HE:L. LS; RS S:;ET
FORTH B'T' THE MUNI C :[ PR[.. ]: T'T' OF' RNE:HORRGE.
2: I !.4ILL. ]:NSTFIL. I. THE S'¢STEM ]:1"4 RC:CORDRNC:E HITH 'THE CODES.
:Z::: ]: UNDERSTFIN[) 'FHRT THE ON-SITE 5-;EHER S"r'STEM MFI'T' REtT~U]:RE EI"4LFIRGE:MEI'4T tF THE
RES ]: [:'ENC:E ~S REMO[':'ELE:D 'TO ]:NCLUDE MORE THFII",I 3 BEDROOMS;.
..................
t S SUE[:, :~ ~' _5.~ ............... ~..-~'~"A/ .................t} FITE_7__L ...............................
;'/4. 0
GAAB-HD-2
GREATE[
327 Eagle St.
ANCHORAGE AREA'
HEALTH DEPARTMENT
Anchorage, Alaska 99501
)ROUGH Cas. No.
279-2511
SEWAGE DISPOSAL SYSTEM - APPLICATION & PERMIT
NAME OF APPLICANT ~,)o,v;¢/~ ~7',/'~,,,Eo .fi' MAILING ADDRESS ~'o~,¢,,,,¢.,,,r G¢,~ ,,,"d~ PHONE N0,.~--2"'7-~"7
RESIDENCE ADDRESS /f,,v,-.,¢~,,,..,,,~ ¢~"-a~. LOCATION OF INSTALLATION ¢~/,.,',~'ou,,e'
/-/'~.,~',,¢'M,,~,,-,' ,,,~'/->, LEGAL DESCRIPTION..ZoT ?., ~'.Zo¢/' /, ~o.,~ 7-,, ,.,,,c
APPLICATION TO INSTALL: SEPTIC TANK/,,~q',.~'/-)?,,~SEEPAGE PIT v/ , DRAIN FIELD.
TO SERVE THE FOLLOWING FACILITY ~ ~'JA~d'"¢~ /~-'~ .~
FINANCED THROUGH/¥~'~¢ ,¢fuT'u,,~Z ._¢,~v,,~',~, BE INSTALLED BY
PERCOLATION TEST RESULTS -~'~ ~',,/-~-~-''~Z''' ANTICIPATED DATE OF COMPLETION
BELOW TO BE FILLED OUT BY HEALTH DEPARTMENT
Jqc j~ S~
,OTHER
THIS IS TO SERVE AS , PERMIT TO INSTALL A
AS DESCRIBED BELOW. SIZE OF UNIT TO BE SERVED ~ ,'~,'¢~/""~'~'~"/' '"P~"t
.. SEPTIC TANK SIZE /~,d2~.?x~// TYPE L'7 SEEPAGE AREA TYPE
DIAGRAM OF SYSTEM
DISTANCES:
Health Authority
I certify that I am familiar with the requirements of Greater Anchorage Area Borough Ordinance No. 28-68 and that the
ab ove des crib ed sy stem is in accordance with said code.~ff /
BATE /'~;~ V~//~ '/¢ ~/ APPLICANTS SIGSATURE .
!
[:~'~S(~I LS LOG
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
PERCOLATION
TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
6
7
8 -
)
/'
15
16
17
18
19 C. Rei~, Jr.
No. 225{.E
20
DATE PERFORMED:
SLOPE SITE PLAN
,I i !
(~' / ... ,:~ ' :. . i~
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time Time Water Drop
,
PERCOLATION RATE ~,~ (minutes/inch)
TEST RUN BETWEEN '~) FT AND 'FT
PERFORMED BY: ,r ~/?"'~:~' V
CERTIFIED BY:~ -r
72-008 (6/79)
i. i
GREATER ANCHORAGE AREA BOROUGH
HEALTH DEPAkTMENT
327 EAGLE STREET
ANCHORAGE, ASASKA~99501
CAS~ ~
This FcPm Reports a: Sozls'--~?"Log ~ t'ercola~'on Test
Depth '
Fec~ Soil Characteristics
~':, ,~ .... ~'~- ~V
Location Sketch
Reading Date Gross Time Net Time Depth To H20 1 Net Dro~
?reposed Instal~.t-idn{ Seepage Pit ~ Drain Field
Depth' Of Inlet Depth To Bottom' O'f"-'P'-it Or Trench- ' - '
CASE'
~L~erformed For~ Donald
This F"crm Re~or~s ' 5~' S~~'~'' ~ ~,.' .................. uoncD~r Acres
De et h
t Gray sand & silt mix
s~of clayey silt
6-- with scattered fine to
coarse gravel
Was Ground Water Encounter, ed? no
]!' Yes, At
Reading [;ate Gross Ti me
Location Sketch
,.Ne'~ Time Depth To H20 Net Drop
Dra:). n Fie,Ld
Propo:,;,ea ins :allatzo.q: See'page Pit;
;3ep'~h 05 ~Zniet ......
. ~85.square,, feet of draina e area '
_~~.:s req~._~ ..... 1~er bedroom.
Test: Pemformed By:~~~~
Data Certified By: National Testing Services, Inc.
Date:--- ' ....
ALASKA I FIUIROnmI FITAL COFITROL $1 RUICe$, IFIC.
I~n§ineefin9 ~- ~nui~onmental Studies
April 5, 1982
Steve Syvexson
SRA Box 1561U
Anchorage, Ak.
99507
Dear Mr. Syverson:
We checked the level of liquid /n the crib at the house
on ]Pt 9 b]Dck 1 Contour Acres. There is approximately 25% of
free space /n the crib. I would assume that this would be
approximately equivalent to one bedroom. One can't really
tell unless an adequacy t_.~Tc_ Js run on the c~ib.
As the system is relatively old, I would recommend that
additional trench equivalent to the ,]]eJmate size of the home
less one bedroom be installed.
If you have any questions please let me know.
Sincerely
1:220 LUest 25th Auenue · Anchoracje, Alaska 99503 · {907) 276-1361
550..00'
200 00'
c~>o~
0~0
0 ~ ~ TM 0 O_ '> ~ ~
0 3~00' 3G5,00'
zz¢.oo' -111 ,
I. · c oq ~
o= ~_ f~ ~1~
g ud~ ~ ~ 30aO0' 30500'
~m~mmm ~ m ~ ~ 0~09'30"~ 660,00'
c~ m~o o
~ ~m NOt SU891VlD5O
840.00'
50'