HomeMy WebLinkAboutSKY RANCH ESTATES #2 BLK 1 LT 8Sky Ranch
Estate's
Block 1
hot 8
#015-302-17
i. ~ Municipality of Anchorage ..:.~
Development Services Department :~:~ .. = ._'o
Building Safety Division
On-Site Water & Wast°water Program, 4700 South Bragaw SL
P.O. Box 196650 Anchorage, AK 99519-6650
www.d.anchomge.ak.us (907) 343-7904 Po;, 1 of
On-Site Wast°water Disposal System and/or Well Inspection Report
Permit Numbe~ SW010118 PID Number:. 01 5--302--17
"°"~:TOU STEIN Wast°water System: [] New · Upgrade
52~ WH~SPE~ S~uCE ~.. ~CHO~CE. ~ .~ ABSORPTION FIELD
P~°n*"244-3084/345-2776 4 · ~*~ Tr, nch O Sh~llo~ Tr*r~h n
LEGAL DESCRIPTION 0.~ ~/s. ~ 11-12 (AVERAGE)
8 1 SKY RANCH ESTATES #2 1.7-2.g (AVERAGE) n. 9.15 RAGE)
- - - 1.o-2.o (AVERAGE)
WELL: o New [] Upgrade 2.5 r~ 2
c~-~.~,~ ~ ~ 1098 s~. r~ D 5054/F'-810/SCH 40 PVC
~,~ ~ RL'S EXCAVATING 5/18-20/2001
SEPARATION DISTANCES as.,u~ -.o~., ·$.T.r.,.
~o se,ue A~on=Uon Uft Ho~di.g :~..~ ANCHORAGE TANK 1500
we, 200'+ 200'+ 200'+ - 25'+ STEEL 2
s.~o~o wot., ~oo'. ~oo'+ ~oo'+ - - LIFT STATION
Lot un° 5'+ '1'+ 5% - - 1500IANCHORAGE TANK./OEENCO SYSTEMS
Foundation 5'+ 10'+ 5'+ -- -- ,~-Z. :~." ~f'~-- ~I~" ~1~"
Cur~aln Dmln NC~NE KNOW ~ ~20 OSI 05 HHF I~.O.A.
=~emark=: THE EX~S~N= SEP~¢ TANKS A~O THE Ex~n~ BENCH MARK
~RIB WAS ABANDONED COMPLETELY. DO'I-roM OF SIDING AT POINT
*LOT UNE WANER GRANTED WITH ISSUANCE OF PERMrT.
2nd 5/1912001
3rd 5/20/2001
of .°,,,, .n, ..m.. So,',,,=.=,,,,rov,,
~: AS BUILT DRAWING ~
SW010118 - 015-302-17
////--EXISTING DRNNFIELD TO BE
USED ~ A RESE~
,oj~ ~ ~ ......
N~ 1500 ~ON ~[Jllilllllllllll~lllllllllllllllll
S.T.E.P. T~K ~ /~ I0/ ~~
~ o~C~
m · :' ~' WA~ $~C~ UNE ~ ~ ~
NOTE: THE EXISTING SEPIIC TANKS ~D
THE ~I~NG CRIB WERE ~DONED
COMPL~ELY. WHISPERING SPRUCE DRIVE
A B C
ST1 11.2 ~.2 -
ST2 14.0 15.~
I MH 15.3 17.4 --
MT1 -- 67.6 78.4
MT2 -- 50.1 54.1
~1~ - $~.5 52.7
J.LM.
~S~ WATER & ~STEWATER
, CONSULTANTS. INC. ~~, ~.2..~ ......
TOM STEIN 244-3084/345-2776 2 OF 3 >,'"~.~~essf '~i
SKY RANCH ESTATES SUBDIVISION ~2; LOT 8, BLOCK 1, 4~,~ ...........
AS-BUILT OF SEPTIC SYSTEM UPGRADE
~ ~ AS BUILT DRAWING
SW010118 - 015-302-17
t
- ~.~0 (AV~.) - ~14 (AV~
, , , CONSULTANTS, IN~.
TOM STEIN 244-~084/~45-277G $ OF 3 ~ %~ft'e]~j,, gamea~ ,
SKY RANCH ESTATES SUBDIVISION ~21 LOT 8. BLOCK 1,
PROFILE AS-BUILT OF SEPTIG SYSTEU UPGRADE
AM BOOKS WITH JOY $45 495? P.01
INSPECHONREI'ORF
MUNICIPALITY OF ANCHORAGE - BUILDING SAFETY DMSION
4700 8OUTH BRAGAW STREET, ANCIIORAGE, ALASKA
INSPECTIONS: V~lee.. (907)$~J.4500 F~: 007)249-7;'~7
NA~: OWNER/TOM -~TEIN
ADDJ~$L' 5241 WH~(} 5RUCE DRIVE
er~J~r~w~J~* 01-7869
LO~ ~
~A/~: 5/21/01
PItONE #I: 244-30~4
COMMEN'I~
TYPE OF
INSPECTION.. ~c~] Rough
NLOC~: 1 SUBDIVIXION: SKY RANCH
["1 CO. mpp~v~l. ,.:,
~] T~ ~an now.
WHEN CORRECI701~ ARE MADE, IY...F~¥E CALL FOR INSPEcTzON
flO NOT REMOF£ TflZg NOlICE.
MUNICIPALITY OF ANCHORAGE
Development Sen~lces Depa~ment
On-Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
¸lq
,
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Upgrade
Date Issued: May 17, 2001
Expiration Date: May 17, 2002
Permit Number: SW010118
Legal Description: ~SKY RANCH ESTATES #2 BLK 1 LT 8 *
Design Engineer: 0041 AK Water & Wastewater Consultan'
Owner Name: Tom Stein
Owner Address: 5241 WHISPERING SPRUCE DR
ANCHORAGE, AK 99516-2305
Parcel ID: 015-302-17
Site Address: 005241 WHISPERING SPRUCE DR
Lot Size: 18125 SQ. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the construction of:
[] Disposal Field [] Septic Tank [] Holding Tank [] Privy
[] Private Well [] Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ).
3. The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling
(907) 043-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
I
Received By:
Issued By:
Date:
Municipality of Anchorage
Development Services Department
Building ~afety Division
On-Site Water & Wastewater Program
4700 South Bragaw SL
P.O. Box 196650 Anchorage, AK 99519-6650
www.d.anc~orage.ak, us
(9O7) 343-79O4
Parcel I.D.
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAHILY DWELLING
Permit Number
Property owner(s)
Mailing address (1)
Mailing address (2)
TOM STEIN
5241 WHISPERING SPRUCE * ANCHORAGE;. AK
Dayphone 744-3084/345-2776
Zip Code 99516
Legal description (LoL Block& Sub'd.) LOT 8. BLOCK 1: SkY RANCH ESTATES SUBOMSION
Legal description (Section, Township & Range) FI/A
Lot Size 1 [L 125 Acre&fSq.FL Number of Bedrooms 4
THIS APPLICATION IS FOR:
Sewer Only
Sewer and Well
Sewer Upgrade
THIS PROPERTY CONTAINS:
Hot Tub
Swimming Pool
Therapy Pool
Well Only
Water Storage
Water Soffenlng Unit
I certify that the above Information Is correct. I further certify that this application is being made for a
Single Family Dwelling and is In accordance with applicable Municipal codes.
ALASKA WATER & WASTEWATER CONSULTANTSr INC.
Permit Fees: ,~
Date of Payment: 5 -//-0 /
Receipt Number.
Date of Payment: ::~ - I / ~(~) /
Racelpt Number. ¥'~ ~0
ALASIG WATER & WASTEWATER
CONSULTANTS, INC.
May 10, 2001
Municipality of Anchorage
Development Service Department
Building Safety Division
On-Site Water & Wastewater Program
P.O. Box 196650
Anchorage, Alaska 99519-6650
Reft Septic System Upgrade for Lot 8, Block 1, Sky Ranch Estates Subdivision #2
To whom it may concern:
The existing 4 bedroom house is served by a community water system and a private septic
system. The existing septic system consists of two septic tanks, one 500 gallon and one 1000
gallon. The absorption area contains a seepage pit and a deep trench type drainfield. The existing
drainfields are in a state of failure and must be upgraded. Three test holes were excavated south
of the existing septic system in the area of the proposed septic upgrade. The proposed septic
system will be designed around the 30 foot radius of test hole #1. We are proposing that a new
1500 gallon S.T.E.P. tank with dual outlets and a deep trench type drainfield be installed.
Comments regarding the proposed design are summarized as follows:
I. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring,
and the percolation test results. It is our opinion that due to the overall appearance of the soils, an
application rate of 0.6 gallons/day/112 should be used.
2. TRENCH DESIGN:
a. Percolation Rate: 6.7 minutes/inch (rH#l)
b. Allowable Application Rate: 0.6 gallons/day/112
c. Number ofBedrooms: 4
d. Design Flow: 600 gallons per day
e. Minimum Absorption Area: 1000 tt2
f. Total Depth: 12 feet (max.)
g. Effective Depth: 9 feet
h. Width: 2.5 feet
i. Reduction Factor: N/A
j. Minimum Length: 60 feet total length (2 ~ 30 feet long each)
k. Effective absorption area = 1080 11~
6901 Debarr Road, Suite 2B * Anchorage, AK 99504
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com
3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed
upgrade.
4. TOPOGRAPHY: As can be seen on the attached topography site plan, there are no slope
concel~lS.
5. LOT LINE WAIVER: We request a I foot lot line waiver from the east property line to the
proposed drainfield upgrade. We do not anticipate any adverse effects on the neighboring
property with the granting of this waiver.
6. WAIVER BETWEEN DRAINFIELDS: We request that the separation distance between
the existing drainfields to the proposed drainfield be waived to 12 feet. Only one system will be
used at a time and there was no indication of effluent in either TH#1 & TH#2. Based upon this
information, it is our opinion that there is justification for the granting of this waiver·
I am unaware of any adverse impacts this installation would have on adjacent wells or septic
systems. If you have any questions, please contact us at 337-6179. Thank you for your
assistance.
Je~r~Since ~
Presi~
ness, P.E., M.S.
NOTE: ,4ttached is a site plan drawing, a design drawing, a topography site plan, two soils log, and a 7 page
construction specification letter which are all part of the design pacl~age for this septic system.
6901 Debarr Road, Suite 2B * Anchorage. AK 99504
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com
I I
I - I
I I I
i I
I PRO~SED ~ U~ ~ SE~C
ll (~E D~IGN. P~C20F2)~ ~/ ~ .--
~ ~/ ~ K~ RO~ (UND~OPED)
~ P~ S~ ~ U~
S~ ~CH ~. 12 S~ ~CH ~. 12 ~x ~, ~!2
~.G /~;~ ~ s~ ~ ~. t2 s~ ~CH ~. ~2
/.~-/'~ .... WHISPERING SPRUCE DRNE [
[-
~ [ ~ I I
~ I % ,U' ~T 21. 8~K 2; I
~ / ~A~S t2 ~E SE~D ~ A COMMUN~
~~ ~VATER & W~TEWATER ~ ; .
...........
TOM STEIN 244-3084/545-2776 1 OF 2
LOT 8, BLOCK 1; SKY RANCH ESTATES SUBDIVISION ~2
SITE P~N FOR SEPTIC SYSTEM UPGRADE
-Ex~"n~ S~=T1C TANKS TO
Er ~DONED COMPI._r'I~LY
~NO S~E Pff ~D
i ~ D~N~ TO
/ I~ ~"~ ~ .
PRO~EDs.T.E.p.T~K~I~ ~ON ,,,,IIIIII IIIIIIIIII I IIIIIIII:[
c~om~ ~ ~ ~ I I
~ ~.' I'l~ ~ ~
~ / ~VA~ ~ ~H~ ~T
'
~D g
B~N UN~ ~E ~ BE I-I/4
. P~ ~ -- ~ HO~ TOT~.
~ ~ :' ' WA~ S~C~ UNE~ /
I ;-..'..
NOTE: THE CONT~CTOR S~L ~VE THE ~T AND NORTH PROPER~ LINESI
F~G~ED BY A REOI~ERED ~D SURV~OR PRIOR TO CONDUCTION.
I
WHISPERING SPRUCE DRIVE
I
I
~SI~ WATER & WASTE~TER
TO~ ST~IN 244-~084/~45-277~ 2
LOT 8, BLOCK 1; SKY RANCH ESTATES SUBDIVISION ~2 .'"'
DESIGN OF SEPTIC SYSTEM UPGRADE
CONSULTANTS. INC.
ISOIL LOG - PERCO~TION TESTI , ~ :
~ D~CEI~ON: S~ ~C" ~A~ SUgDMSION ~2; ~T 8, 'LOCK 1,
ORG~CS EST HOLE ~1
ML ' ' SITE
~ I': I00'
2 ~ GW ====: ORG ~c
SP CH
sc
DEPTH TO D~TE e=R~u/ '
GROUNDWATER ~[~ ~t~:~ i ' ~ '
D~ 4/21/2001
D~ 4/28/2001 WHISPERING SPRUCE DR~E]
D~ 5/~/2001 ,
11 DATE RE. lNG CLOCK NET TIME WATER LEVEL NET DROP
TIME (MIN~ES) RE. lNG (INCHES)
12 4/28/2°°1 1 6:04 -- 6- __
2 6:34 ~0 1-1/2' 4-1/2'
13 3 6:35 -- 6" __
4 7;05 ~0 1-1/2' 4-I/2'
14 5 7:05
6 7:35
15
16
17
18
19 PERCO~TION ~TE 6.7 (H~N./INCH) PERC. H~ DIA. 6" (INCHES)
TEST R~ BET~EN 6.0 ~. ~D 7.0
20
COHHENTS: PERC-HO~ W~ PRE-SO~ FOR 4+ HOURS
PERFORMED BY A~ WAT~ · W~ATER I, JEFFk~ ~ ~NESS, CER~ ~T ~IS~ ~RFORMEB
IN ACCOED~CE WITH ~ ~A~ ~D MUNICIPAL CUIDEUNES IN E~ ON ~IS DA~:
ALAS KA WATER & WASTEWATER
CONSULTANTS, INC.
JSOIL LOG - PERCOLATION TEST]
~~~ OR,talCS FEST H0CE
~ SITE P~
~ ~ t ,': ,oo'1
GW =:==: ORG
SM GM CL
GC 0L
SW MH .........
SP CH
SM OH~'" '~~
SC~~'~{~ ,
4 B~U ~.
~TH TO ~o~
,o mmlmlmlmm
11~iiiiJiiiiA~J~P~PERC DATE RE. lNG CLOCK NET TIME WATER LEVEL NET DROP
TIME (MIN~ES) RE. lNG (INCHES)
IIIIIIIIIIB~EEN ~ TO 7
._ Hm~mmmmmm~. PR~O~D 4/28/2001 1 1:33 -- 6' __
~IIIIIIIIIFOR 4+ .ouRs. 2 1:42 9 O'
IilIIIIIIINO DROP tN 60
13~IIIIIIIHalN~. >120 3 1:43 -- 6' __
Illlilllll , ./, , o o-
14~111111111 5 1:52 -- 6- __
6 2:01 9 o' 6'
15 7 2:04 -- 6'
8 2:14 10 O"
16 9 2:15 ~ 6"
SP ~o ~:~s ~o o-
11 2:26 -- 6'
18~ 12 2:36 10 O' 6'
19~ PERCO~TION ~TE 1,7 .(H~N./INCH) PERC. H~ DIA. 6' (INCHES)
TEST R~ BET~EN 3.0 ~, ~D 4.0
20
COHHENTS: R~D PERC ~ 2 ~M~. D~N~ IN ~SS ~ 10 MIN~ ~CH ~ME.
PERFORMED ~ ~ WA~R · W~WA~R I. JE~ ~ ~NESS, CE~ ~T ~IS W~ERFOEMED
IN ACCORD~CE W~ ~ ~A~ ~D MUNICIPAL GUID/UNES IN E~E~ ON ~IS DA~:
DEPTH TO
GROUNDWATER DATE
DRY 4/25/2001
DRY 4/28/2001
DRY 5/3/2001
Municipality of Anchorage
George P. Wuerch, Mayor
Building S,'ffch.' Division
P.O. l'h)x 196cf-.~0 · -~700 s. Bragaw Street
Anchorage, Akmka 99519-6680 · (907)
ht Ip://www.¢! .anchomg¢.nk.us
Public Works
AK Water & Wastewater Consultants, Inc.
ATTN': Jeffrey Garness, PE
6901 De Bart Road, Suite 2B
Anchorage, AK 99504-
May 17, 2001
Subject: Waiver Request forSKY RANCH ESTATES #2 BLK 1 LT 8
Waiver # WR010024 Lot Line Request for Parcel ID 01 $-302-17
Dear Engineer:
Your request for a waiver of the required 10 feet horizontal separation of the on-site wastewater
disposal system to the lot line has been approved. The approved separation distance is I feet.
This waiver approval applies to the current on-site wastewater disposal system and lot line
separation only. Any future upgrade to the on-site wastewater disposal system and lot line will
require all separation distances to be met or another waiver approval from this department.
If there are any further concerns or questions regarding this waiver, please call our office at
343-4744.
Sincerely,
Engineering Technician III
On-Site Water Quality Program
MUNICIPAUTY OF ANCHORAGE
Department of Health & Human Sewlces
On-Site Sewices
Waiver Review Worksheet
WR#: WR~010024 PID~: 0t5-302-17 HA#:
Date Received: 0,~11~t
Legal Description: Sky Ranch Estates #2 Blk 1 Lot ~
Engineer: Alaska Water & Westewater Consultants
6901 Deban' Road. Suite 2B Anchorane. Ak. 99504
Applicant: Tgm
Waiver Requested: Absomtton field to lot line
Permil~: SW0101t~
Criteria: 1.
2. Special Conditions:
3, Other:.
Geology
A. Water Table
B. Soil Sorption
C. Permeability
D. Water Table Gradient
E. Horizontal Separation
P~n~:
Total:
Waiver is Granted:
Mst Conditions or Reasons for above:
Waiver is not Granted:
Date:
Rec~: 5-114)t Amount: 115
By:
Date Paid: 5-1t-0t
Name of Reviewer
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street - Anchora(,te, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WFLL INSPECTION REPORT
[] NEW
E~PGRADE
PHONE
MAILING ADDRESS
LEGAL DESCRIPTION
LOCATION
DISTANCE TO: l ~ ~ ·
Manufacturer ,~Oo
Length
Width
Total length of lines
Material beneath tile
Depth
Material O
Nearest lot line
Trench width
inches
NO, OF BEOROOMS
PERMIT NO.
No, of compartments
/
Total effective absorption area
PERMIT NO.
Type of crib Crib diameter Crib depth Total effective absorption area
Well Building foundation Nearest lot line
DISTANCE TO:
Ctass Depth Driller Distance to lot line PERMIT NO.
DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s}
OTHER
PIPE MATERIALS
SOIL TEST RATING~'~ :~ 0 ~ L~ 't ~"~'
INSTALLER
REMARKS
APPROVED
7~-013 (Rev. 3/78)
DATE LEGAL
~"~'~ L.~I"-4 LE ~_-.: ~ F--c=~L_ :Z -F%r'
DEF'FqF4:Tr,IENT L. HEAL. TH FIND ~N',,,'IRONMEN'rFIL , .OTECTION
825 '"L." STREET, FINC:HOR~GE., ~K.
RFFLIC:RNT '...aROL COHFIL. k. FO BO¢, t0-'20~5 9DS51 t1-¢3' ,, ~49-4.~~'
LEICRT ION HNI SF'ERI NO SPRUCE .,
[TFE i_lF- _,OIL HE.,=,O~.FTIoN :T=TEN I:: TLENcFI
MAXIMUM NI...INBER OF BEDEO..M.., = 4 '~l]IL RATING ,:"g:~ FTdBR)= ~ ')' I'~°/
THE REg!IJIRE. D :,I~E OF' THE[ =,UII.. RE,:~LIRFFIuf,I =,r=,TEM I~:
[::, E F" T'lq == }~ LE~-,IBTFI= S.$~f
TNE L. ENGTH DIMENSION I=, THE LENGTH '.IN FEET. OF TNE TRENC:H IR DRRINFZELD.
"tHE [:,EPTH OF R TRENCH OR F'IT IS THE DI_,THNL. E BETHEEN THE =,IJRFHL. E OF THE
GROUND AND THE BuFTvH OF THE BF~L.~,FITI_N (IN FEET).
THERE IS NO _,ET I,.IIDTH FOR TRENCHES.
THE ~kHcEL DEPTH IS THE MINIMUM DEPTH OF GAR'eEL. BETI.,IEEN THE OI_I"FFRLL F'IF'E
,- , .
FIND THE BUTTOM OF THE EXC:RYRTION ,:'IN FEET::,.
PERi"IIT RPPL. ICFINT HFIS THE F.E_,FON..,IBILITT TO INFORM TH,I_, DEPFIRTMENT DLIRING THE
INSTFILLF:ITICN IN_,FEE. TIuN.. OF FINY 1.4ELLS FIDJFICENT TO THIP.; FF.,uFEP..T-r FIN[:, THE
ig..IHbEl~. OF ~.E..IDENL. E=, TFIFIT '['FIE HELL HILL _,ER'CE.
DEPFIRTI~IENT 14ILL E:E SLBJEC T TO F'ROSECI.ITION.
MINIMUM DISTFINCE BETHEEN R HELL FIND ANY ON-SITE SEHRGE DISPOSFIL SYSTEM IS
~LOEI FEE]" FOR A PRIVATE klELL L]R :[51:,.] TO 20El FEET FROH A PLIBt,.IC HELL DEPENDING
UPON THE TYPE OF PUBLIC I.,.IEL. L.
HINIr,IUH DI':;TFINCE FROM R PRIVATE WELL TO FI PF.'.ZVFITE SEI.4ER LINE IS 2.5 FEE]' FIND
TO FI COMMUNITY SEHER LINE IS 75 FEET.
OI"HER RE~.UIREMENTS HAY F:IPPLY. SPEC:IFICFITIONS AND CONSTRUCTION DIFIGRFIf,'I!~ FIRE
FIVRILRBLE ]"0 INSURE PROPER INSTRLLFITION.
F'E:Rr"I I: ]' EE::-~F' I RIE$ E...EL~Ef'IE:.ER ~1 .....
I CERTIFY THFIT
1: I FIM FRMILIFIR HITH THE REQUIREMENTS FOR ON-SITE SEklERS FIN[) HEI,,.LS FIS SET
FORTH BY THE FIUNICIPFILIT'¢ OF RNCHORFIGE.
2: I HILL INSTFILL THIS SYSTEM IN RCCORDFINCE HITH THE CODEC;.
~:: I UNDERSTFIND THAT THE ON-SITE SEHER S;"r'STEi'4 I"IRY REQUIRE ENLFIRGEi"IENT IF' ]"FIE
RESIDENC:E IS REMO[:,ELED Ti] INCLUDE MORE TFIRN 4 OEDROOMS.
......................................................
FIPPLICFINT CFIROL COMFICK
chtz 6/? -' ,',:::, t/::-:' ' '
/
SOILS ~Og
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
Pouch 6-B50, Anchorage, Alaska 99502 276-27.21
SOILS LOG - PERCOLATION TEST
PERCOLATION
'rEST
PERFORMED FOR: Carol Cormack
DATE PERFORMED: Oct, 20, 1980
LEGAL DESCRIPTION: Sky Ranch EstarP~ TT Block 1, Lot
· -- - ' SLOPE
1
2
3
/-:' -"4
5
6-
'
7-
9
10
11
Residual soil, organics
and organic silt, reddish
brown, moist, soft.
(PT-OL)
Silty-sandy-gravel, brown-
gray, moist, medium dense,
rounded gravel and cobbles.
Sand, black, wet, loose,
coarse, poorly-graded,
sub-rounded to sub-angular:
variable thickness.
(SP)
Sandy-silts with some clay,
tan, moist, stiff, few
gravels, sand portion
increases with depth.
WAS GROUND WATER No
ENCOUNTERED?
13
14
15
16
17-
18-
19-
20
SITE PLAN
P';rc°l t lonl ,
- T;'edchl-
T:ten ;h ~
IF YES, AT WHAT
DEPTH?
Gross Net Depth to Net
Reading Date Time 'rime Water Drop
2 10_20_81 10 Min 20 Min. 35~ ~"
3 10-20-8 10 Min 30 Min 35~ *
4 [0-20-8 10 Min 40 Min. 35 5/8+ 1/8+
5 [0-20-8 10 Min 50 Min. 36 ¼-3/8"
6 L0-20-8( 10 Min 60 Min. 36 3/8 3/8"
Some :er
COMMENTS
ap.pear to become morP permeable with depth.
PERFORMEDBY: Patrick Stidmon CERT~F~EDSY: Richard A.
HOWARD GREY & ASSOCIATES, INC.
*Caving in hole
PERCO~TION RATE 28 _ (minutes/inch)
TEST RUN BETWEEN 6~ FT AND ~ FT
seepage was noted from ~hP ~nd lense.
Lowman DATE~ _0- 20-80 .
GRE iR ANCHORAGE AREA EOF
Department of Environmental Quality
3330 C Street
Anchorage, Alaska 99503
'IGH
INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM
NAME
LOCATION
_ MAILING ADDRESS ~-~'~ ,~O~ /~/~¢~-:~7 PHONE .~"7
~.~ ~,~
LEGAL DESCRIPTION /OT ,~ '~)/~ /
SEPTIC TANK:
DISTANCE . · ~; NUMBER OF
FROM WELL ¢0/tt/~, MANUFACTURER ~'(~(%[~ ~%'~,2 MATERIAL ~(/'/ ' /~'k~/~;~)' COMPARTMENTS ~
INSIDE LENGTH "~ INSIDE WIDTH ~----LIQUID DEPTH ~- LIQUID CAPACITY_//<~O b, GALLONS,
SEEPAGE Pit: ¢
NUMBER OF PITS I DIAMETER '"~ OR WIDTH / , LENGTH'~7/'~'~ DEPTH
LINING MATERIAL CRIB SIZE: DIAMETER ~ DEPTH 'Tt
~ DISTANCE FROM: WELL
t ( TOTAL EFFECTIVE
BUILDING FOUNDATION ~ NEAREST LOT LINE ¢2~ ABSORPTION AREA (WALL AREA) 7~ ( SQ. FT.
ADDITIONAL ABSORPTION
WELL:
TYPE ~-O"l~/~l/I-' '
BUILDING
FOUNDATION
CESSPOOL
APPROVED /~'~
CONSTRUCTION DEPTH DISTANCE FROM:
NEAREST NEAREST SEPTIC SEEPAGE
LOT LINE SEWER LINE TANK SYSTEM
OTHER SOURCES
DISAPPROVE[} REMARKS
DISTANCES: ~ -%/~,O-f.~';~g'
DIAGRAM OF SYSTEM
INSTALLED BY: (.~)/~,(iZ~)~ (~.~(~ ,
PIPE MATERIAL:
Form No, LQ-031
G.A.A.B.
GREATER ANCHORAGE AREA BOROUGH
SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT
PERMIT NO,
NAME (~'~ ~"~'"~ MAILING ADDRESS
[NSTALLATION LOCATION g/,~/~ , j~
PHONE
INSTALLATION OF: SEPT[(; TANK
SEEPAGE PIT-- DRA~IN FIELD ¢, OTHER
FINANCED THROUGH TO BE INSTALLED BY
SOIL TEST RESULTS ¢~'~ ¢ NOTE~ THIS PERMIT IS NOT VALID WITHOUT SOIL TEST
COMPLETION DATE A.TICIPATED
FINAL INSPECTION: 24 NOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE
DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION.
SEPT,C TANK S,,E .,TYPE
SEPTIC TANK TO SEEPAge PiT WALL
DRAIN FIELD
WATER MAIN TO SEPTIC TA~K
SEEPAGE AREA SIZE ~ TYPe
, DRAfN FIELD
_.SEEPAGE:PIT /Ob/
, ALSO CONSIDER AREA WELLS.
, SEEPAGE PIT ~/0 /
DRAIN FIELD
CAST IRON INTO AND OUT Of SEPTIC TANK AND INTO CRIB CROSSING GAP OF
EXCAVATION 5 FEET INTO UNDISTURBED SOIL.
4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT
FITTED WITH Al RTIGHT REMOVA~3LE CAPS.
GRAVEL EACKFILL
CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION,
I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28-6B AND THAT THE ABOVE
DESCRibED SYSTEM IS iN ACCORDANCE WITh SAID CODe, ~ /
;AoT~o/~_~: 6'//./~~ /.~ APPLICANT'S SIGNATUR/.~r~*'~//~. (~(~ /~, ~ (~-.~ //~ ~' ~
Department of EnvironmenCa~ t/~
3330 "C" Street
Anchorage, Alaska 99503
~y
~ ! SOILS LOlL~ PEROLATION TEST ,- ~ ' 0 ~..
Performed for /}~'/c?Lr~ ~r~
Legal Description: ~I
Soils
This form reports: ' L) Percolation test
Depth
Feet
1
9-
10-
11
13-
14 -
Was ground water encountered?
tf yes, at what depth?
Reading
Date
Gross Time
Net Time
Depth to Water
Net Drop
mi nute.
Perc~-i-ation rate ~ ....... ,h~{ Pit L_~F'c~, __ Drain Field ..................... m
-Proposed installation: Seepage Dept~iZJt-o~'b'o~-t~h~--o¥ pit or trench
Depth of Inlet · ' ...............
Perfomed By:__~ ............... Certified By:
EQ-040 (6/74)
Performed for
l.egal Description:
This form reports:
Uepartment of Lnvlronmental ~
3330 "C" Street
Anchorage, Alaska 99503
SOILS LOG - I)EROLATION TEST
Glacier Excavating
Date Perfo~ned 7/15/7LI-
~ 8 Block i Skyz~nCh--SMbdivision"
Soils log Y~s Percolation test
Depth
Feet
2-
3-
4-
5-
6-
7-
8
9-
lO-
ll -
12.--
13-
14-
12' Bottom of Test Hole
Was ground water encountered?
If yes, at what depth?
Reading Date Gross Time
Net Time Depth to Water Net Drop
Percol atio6 r~t-~ ...... mi nute,
· =-~ .... Yes Drain Field
.,Proposed ~nstatlat]on: Seepage P~t
,)epLh of Inlet . Deptl~ to IJottom of pit or trenci, ...............
COI.IM£NTS' No'-~'~-~-cl'-~&~-e-~ or bedrock encounter, ed _ _~_.][]..]] .............
....................... ---'Lab
EQ~040
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. 015-302-17
1. GENERAL INFORMATION
Expiration Date: l —G / ^2 OZ—S
Complete legal description SKY RANCH ESTATES #2 BLOCK 1, LOT 8
Location (site address) 5241 WHISPERING SPRUCE DRIVE, ANCHORAGE AK 99516
Current property owner(s) BRET S ROBINSON Day phone
Mailing address
Real estate agent
5241 WHISPERING SPRUCE DRIVE, ANCHORAGE AK 99516
2. TYPE OF DWELLING:
® Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
Day phone
3. NUMBER OF BEDROOMS:
4
4. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Private Well
❑
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 50 Waiver Fee $
Date of Payment % a5 a0,2'2 Date of Payment
Receipt Number 7 15 2 3 `'/ Receipt Number
COSA # 0 S C 2 21 3_V0 Waiver #
5. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based
on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the
on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of
bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the
Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater
disposal system is (are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in
effect at the time of installation. I acknowledge that On -Site staff may visit the site to verify the information submitted.
Name of Firm FIRST WATER CONSULTING Phone 907-350-9566
Address _13030 SUES WAY, ANCHORAGE. AK 99516
Engineer's Printed Name _CURTIS HUFFMAN, PE Date 7/22/2022
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 estimate of how long a system will function satisfactory Awl !f'
for current or future occupants or guarantee that no unseen encroachments, deficiencies or
discrepancies exist can be given by First Water Consulting & FW[.5 *' TH
6. DSD IGNATURE
[� • . Curtis Huffman
System #1 Approved for ( bedrooms ���c�sl,CE 128991
.''.���i/
System #2 Approved for bedrooms �i1�F�pROFESS10 A��`�
Disapproved
Conditional approval for bedrooms, with the following stipulations:
la
J� I... -
ON-SITE `v
AND m
=m WASTi-1r 4T -F-0
PROGRAM
Original Certificate Date: O
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
Nitrate Advisory
Arsenic Advisory
Other art -270L (c (fa 5�
�V%,;0vy ,�-;4aW
COSA Checklist
Legal Description: SKY RANCH ESTATES #2 BLOCK 1, LOT 8 Parcel ID: 015-302-17
If more than 1 septic system on lot: COSA Checklist # of Structure served by this system
A. WELL DATA — PUBLIC WATER / CLASS A PWSID #212916
❑ Well log is filed with Onsite (or attached) Well production at time of test _gpm
Date drilled Water storage tank volume_ gallons
Total depth _ft
Cased to _ft
❑ Sanitary seal is functioning correctly
❑ Wires are properly protected
Casing height (above ground) _in.
Date of flow test for COSA
- --- Static -water -level -at -beginning -of -test _ft: -
Comments
B. TANK DATA
Age of tank(s) 21 years
Tank type/material STEP / STEEL
Measured operating fluid level in septic tank
® Standpipes/foundation cleanout per record drawing
Date of pumping 7/20/22
D. ABSORPTION FIELD DATA
Which system tested (date installed) 5/20/2001
® ALL standpipes present per record drawing
Total measured depth from grade 12.3 ft (max)
Measured depth to pipe invert from grade _ft (min)
® N/A — pressurized field
® Monitor tubes go to bottom of effective. If not, state
depth into effective ASSUMED MOA IR SHOWS 9.15' ED
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
Date -of -Sample
C. LIFT STATION
® Required maintenance completed
Age of lift station 21 years
Lift station material STEEL
Comments: *STEP MAINTENANCE & FLOATS
Adequacy test date 7/21/22
Results ID Pass For 4 bedrooms
Fluid depth prior to test 44 in
Water added 750 gal
New depth 68 in
Elapsed time 1440 min
® Code -required soil cover over field Final fluid depth 43 in
❑ System presoaked Absorption rate 600 gpd
(Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) N
date of test) If yes, enter date
Gallons introduced gallons
Comments/Deficiencies: PER MTS AT GRADE — USED SOUTH MT WHERE PERF PIPE WAS VISIBLE AT 78"
Fwcs
E. SEPARATION DISTANCES
From Private Well on Lot to: (Please enter distances if less than required or if community well)
Septic Tank/Lift Station on Lot > 100'
® Yes
if No
Community Sewer Manhole/Cleanout > 100'
If absorption field is under driveway comment below
❑ Yes
if No
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
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
El Yes
if No ft
From Septic/Holding Tank on Lot to: (Please
enter distances if less than required)
Building Foundations > 10'
® Yes
if No
ft
Surface Water >' 100
_ ®Yes
if No ft
Property Line > 5'
® Yes
if No
ft
Wells on Adjacent Lots:
Absorption Field-> 5'-----
N -Yes
ifNo
-Private wells > 1 00'
_ ®Yes
ft
if No ft
Water Main > 10'
® Yes
if No
ft
Community Wells > 200' ® 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'
❑ Yes
if No *1+
ft
Wells on Adjacent Lots:
Water Main > 10'
® Yes
if No
ft
Private Wells > 100' ® Yes if No —ft
Water Service Line > 10'
® Yes
if No
ft
Community Wells > 200' ® Yes if No
Surface Water > 100'
® Yes
if No
ft
F. ENGINEER'S COMMENTS
*MOA 2001 PL TO FIELD WAIVER ISSUED.
G. ENGINEER'S CERTIFICATION
l certify that 1 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.
_�, of ACq>>11
..Awl
.. ..........
�JJ • Curtis Huffman /
CE 128991 .• �`���
`0� �%P*-0 7/26/22 .���v��
,l� PROFESSION�r
MUNICIPALITY OF ANCHORAGE
01
Phone: 907-343-7904
Ori -Site Water & Wastewater Section Fax: 907-343-7997
Qevelop�»ent Services Department
Owner
Lift Station/Pump Vault
Maintenance Log
Street AddressJ` k I I Wq -5p �Ij LC
Septic Tank:
-Sludge-level' jfcinches —Pumping:—required—(De L no -Pumping com
Lift station:
-Pump basket cleaned es no -Effluent filter cleaned es' no
-Control floats -cleaned e no -Proper float settings confirmed CL no
-Operation satisfactory es no ��//
leted
Alarm System:
-Dedicated electrical alarm circuites no -Audible and visual alarm inside dwelling es no
-Alarm system operation satisfacto not satisfactory
Manhole Riser
-Ground water intrusion at riser to tank connection yeLs � no
-Ground water intrusion around pipe penetrations gs o -Weep hole functionales no
-Manhole lid: Functional es no Insulated es no Properly Secured es no
Other
-All manufacturer required inspections and maintenance completed es no
Comments:
Qualified Maintenance Provider::
Technician
Company 1-A, S Set
Signature
Date of maintenance -So) 4 a2
Date A3 J'vIT
loft
Septic 'Tank Advisory
Certificate of On -Site Systems Approval #OSC 221376
Subdivision: Sky Ranch Estates #2 Block 1 lot 8
Starting at 20 years of age the MOA issues Advisory's for steel septic tanks The septic tank for
this COSH / property is 21 years old. A leaking septic tank may be a source of contamination to
the aquifer. Typical replacement costs range from $10,000 to $15,000
This advisory must be attached to all copies of the subject Certificate of On -Site Systems
Approval.
This is an example of a 16 -year-old septic tank in failure and should be replaced.
Ma�lm Address P O Box 196650 * Anchors a Alaska 99519 6650 *www muni org
t
g �� x
10' UTILITY
EASEMENT
Lot 7
CHAIN—LINK
FENCE
0
0
Lot 8
18,125 S.F.
20.6'
_ x
f x
x
E. KLATT ROAD
S 89'59'44"E 145.00'
rn
6.8'x7.5'
PLAYHOUSE /--MANHOLE
SEPTIC PIPES
DECK
DECK
1 STORY RESIDENCE
DAYLIGHT BSMT
w
60.2'
.-c
N
N
60.41--
2.0'02.0'
0...4'-2.0'x12.0' CANT
`8.4'x8.0' DECK
2.0'x17.2' CANT
4.0' WOODEN WALKWAY
N 89'59'44"W 145.
I
0
O
L
�r
� Y I
< I Lot 9
o I
00
o–�
O
WHISPERING SPRUCE DRIVE z V)LJ
J
�0_
NOTE: THE LOT IS SERVED BY A W W V
COMMUNITY WATER SYSTEM. Z _
V)
MORTGAGE SURVEY _X_ SCALE _ 1=_= 30 GRID SW 2737 Project No 22-489LA1
Associates,
11500 Daryl Avenue, Anchorage, Alaska 99515-3049
Lana & A S S o c i a t e S i n C. (907) 522-6476 Phone
9 (907) 522-4625 Fax o�000Op� 4
Professional Land Surveyors ken®langsurvey.com o O F A 4i �p
J jonathan®longsurvey.com
I hereby certify that I have surveyed the following described property:
LOT 8, BLOCK 1, SKY RANCH ESTATES – UNIT No. 2 (PLAT No. 71-290)
Anchorage Recording District, Alaska, and that this Mortgage Location Survey is a
representation of the conditions that were found on the date the survey was performed.
This survey does not constitute a boundary survey and is subject to any inaccuracies
that a subsequent boundary survey may disclose. The information contained hereon shall
not be used to establish any fence, structure, or other improvements.
Dated this the 1 �� � Day of h j',1 o i?_ >2'G
_______, _ at Anchorage, Alaska
It is the responsibility of the owner to determine the existence of any easements,
covenants, or restrictions which do not appear on the recorded subdivision plat.
49TH
KENNETH N o
0
G
4p��Fo S- aR 202...-5 00 .•foo
p4n °FEssioNA� `po
AECC963
Municipality.of Anchorage
Development Services Department
Building Safety Division
On-Site Water & Wastswater Program
4700 So~h Bragaw SL
P.O. Box 196650 Anchorage, AK 99519-8650
www.d.anct~raoe.ak.us
(907) ~.,~7~04
CERTIFICATE OF HEALTH AUTHORITY APPROVAL
FOR A SINGLE FAHILY DWELLING
Parcel I.D. O 15-302-17
1. GENERAL INFORMATION
Explmtlon Date:
Completelegaldescriptlon SKY RANCH ESTATES SUBOMSION ~2; LOT 8, BLOCK 1~
Location (site eddressordiractions) 5241 WHISPERING SPRUCE DR. * ANCHORAGE, AK 99516
Cu~ent Property owner(s)
Mailing address
Lending agency.
Mailing address
Reel Estate Agent
Mailing address
TOM STEIN ' Day phone '244-3084
5241 WHISPERING SPRUCE DR. * ANCHORAGE~ AK 99516
Day phone
Day phone
Unless othenv~se requested, HAA will be held by DSD for p/ckup.
2. NUMBER OF BEDROOMS: 4
3. TYPE OF WATER SUPPLY:
Indivtdu~l Well '
Individual Water Storage
Community Class A Well
Public Water System
TYPE OF WASTEWATER DISPOSAL:
Individual On-site ~E]
Individual Holding tank
Community On-site B
Public Sewer
The Municipality of Anchorage Development Se~ces Department (DSD) Issues CerUflcates 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 AJeska. Certificates of Health Authority Approval are required for the transfer
of title (except between spouses) for properties sewed by n single family on-site wastewater disposal and/or
water supply system. DSD also Issues HAAs upon request to homeowners. Certificates of Heelth Authority
Approval ara valid for 90 days from the date of Issue for pmperUee served 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.) Cortificetes are valid for one year for properaes served by Class A or B
wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions In the
professional engineer's work.
Note: Alaska Water and Wastewater Consultents, lnc. shall be paid $1o'7 ~ at, or pdor I
to dosing for the engineering sen/ices provided.
4o STATEMENT OF INSPECTION BY ENGINEER
As cer~fied by my seal affixed hereto and as of the validation date shown below, I ve#~ that my
Investigation, based on procedures outlined In the Health ~ 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 ~ of structure Indicated herein. I further verify that based on the
Information obtained from the Munldpall~ of Anchorage files end 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.
NameofFirm ALASKA WATER & WASTE'WATER CONSULTANTS, INC. Phone 337-6179
Address 6901 DEBARR ROAD, SUITE 2B * ANCHORAGE. AK 99504
Engineer's Printed Name JEFFREY A. CARNESS. P.E.
Disapproved.
Conditional approval for ~
bedrooms, with lhe fllowlng stipulations: .
· ~"~ · ~Jl~l~l I
· Attachments:
HAA Checklist
Septic System Advisory
Well Flow Advisory
Manltenance Agreements
Supplemental Engineer's Reort
Other
Original Certificate Date:
Municipality of Anchorage
Development Services Department
BuM[nD 8a;e~y OM~on
O~-,-Slte Water & Wastewater Program
4700 Soum 8ragaw GL
p.o, Box 1 g6850 Anch~, AK gg51g-6650
HEALTH AUTHORITY APPROVAL CHECKLIST
LegalOe~cdplin~ SKY I~NCH ESTATES SUBDMStON f2i LOT 8, RLOCK 1 ParcellD: 015-302-17
A. WELL DATA
Welltype CLASS 'A' IfA, B, or C provkle PWSID~ 21z~lu We~.~O~4N~~
Total deptl~ Cased to ft. Casing height (above ground) .In.
FROM WELL LOG AT INSPECTION
Date of test
Ststto water level
Well production ,J
WATER SAMPLE RESULTS:
Collf~m. - colonies/100 mi.
Date of ~ample: -
SEPTIC/NOLDING TANK DATA
g.p.m. .- g.p.m.
Tank '~/pe/Matorlal STEEL
Tanketze 1500 gal, NumberofComparlments 2
Founcaa~n c~mout (Y/N) Y~s
Date of pumping NEW
ABSORPTION FIELD DATA
Depression over tank (Y/N) NO
Pumper
PBELOW FINN. GR,N:)EI
Date Installed 5/18-20/2001
Cleanouts (Y/N)YES
High water 81mm (Y/N) YES
Date installed 5/18-2o/2ool Soil ra~ng ~'~~) 0.6
Length so' (2 050')lt. W~tth 2.5 It.
ToteldeptJ~'lta-13.¢ft. Eff. ebsorptinnerea1098 tt~' Monltollngtube YES
Date of adequacy test NEW Resulls (Pass/Fall) -
Weteradded - gal.
FlulddepthInabsorptlonfleldbofomtest- I~
Elapsed Time: - min. Final fluid depth -
Any rejuvenation tmstmem (past 12 mo.) (Y/N & type)
Systemtype DEEP TRENCHES
Grmml below pipe 9.15 ft.
Depression over field. NO
For 4 bedrooms
Newdepth - In.
Absorption rate >= - g.p.d.
- If yes, give date -
D. UFT STATION
Date Installed 5,/18-20/01
'Pump on' level at _.~_ln.
Datum BOTrOId OF TANK
E, SEPARATION DISTANCES
Size In gallons 1500
ldanhc~e~.a~ce~ (Y~N).
High water alarm level at .4-(o ~)~
Cycles tested NEW Meets alarm & drcult requirements? YES
SEPARATION DISTANCES FROM WELL ON LOT TO:
~epttc tenk/11lt stet]on on lot On edJacent k~te
Al~on field on lot
Public sewer main ~ Public sewer n~nhole/deanout
~ H~dln~
SEP~TION ~l~'t~lOE$ I~IOM SFJrrlCt}iOU31NO ?)~IK ON lOT ?O:
Building foundafion 5'+ Property line 5'+ Absorption field
Water main 10'+ Water ~ewtce line 10'+ Surface water
Wel~ on adjacent lots 200'+
SEPARATION DISTANCE FROM ABSORPTION fiELD ON LOT TO:
Propen~y line .1 '+ Building foundaUon 10'+
Water sewlce line 10'+ Surface water 100'+
Curteln dralrt NONE: KNOWN Wells on adjacent lots. 200'+
F. COMMENTS
COMMUNITY WATER SYSTEM
5'4-
100'+
*LOT LINE WAN~ GRANTED
~ ISSUANCE
Water main. lO'+
Driveway, paddng/veblde~orage lO'+
G. ENGINEER'S CERTIRCATION
I certify that I have determined through field Inspections end
review of Municipal records that the above systems ere In
conformance wflh MOA HAA gutdeflnes In effect on this date.
Englnee;'$ Prln/~d N)~une JEFFREY A. GARNESS
Date OI
HAA Fees
Date of Payment
Receipt Number
~w.
Waiver Fee $
Date of Payment
Receipt Number.
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
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWELLING
Parcel i.D.# .~3\~- ~}~;~,- \'-) HAA# '~'~o~b9
GENERAL INFORMATION
Complete legal description
Location (site address or directions)
Property owner
Mailing address ~'-~,~,,.~ ~_ ~ ,~',z'~___..
Day phone
Lending agency
Mailing address
Agent "'1-0 ' -r'~-...-,'--1
Address ~
Day phone 1,,,~
Day phone
Unless otherwise requested, HAA will be held for pickup.
NUMBER OF BEDROOMS: ~
TYPE OF WATER SUPPLY:
Individual well
Community well
Public water
NOTE:
MUNICIPALITY OF ANCHORAGE
ENVIRONMENTAL SERVICES DIVISION
AUG 27 1996
RECEIVED.
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: If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
5. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my
investigation 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 compliance with all Municipal and State codes,
ordinances, and regulations in effect on ti
Alaska Water,~
Name of Firm Wc~stcwct~; Sa!v!
Address -/¢4~~i
Engineers signature ~' P~//~-
DHHS SIGNATURE
' '~'~. Approved for ~"~- bedrooms.
Disapproved.
Conditional approval for
date of this inspection.
Phone
bedrooms, with the following stipulations:
Additional Comments
Date
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 purchasers of homes
and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not
conduct inspections or analyze data before a certificate is issued. The Municipalit~ of Anchorage is not
responsible for errors or omissions in the professional engrosses work
Legal Description:
A. WELL DATA
Well type
Municipality of Anchorage
DFPAF{TMENT OF HEALTH & HUMAN SERVICES
Environmental Services Division
825 L Street, Room 502 · Anchorage, Alaska 99501
~:~IVIRoNI~4~:NTA ~CHORA~i~
Health Authority Approval Checklist t s~v~c~s ~lvls~oN
If A, B, or C, attach ADEC letter. ADEC water system number '~.
ent (Y/N)
Date completed
Total de
Cased to Casing heigh Iround)
Sanitary Seal (Y/N)
protected (Y/N).
LL LOG AT INSPECTION
Date of test
Static water level
Well production
g.p.m, g.p.m.
RESULTS:
Coli~
~ate of sample:
Nitrate Otl
Collected by:
SEPTIC/HOLDING TANK DATA
Date installed ~/~,~/v4- __Tank size
Foundation cleanout (Y/N) ~//
Date of Pumping ~,/~/c~
/oo~ Number of Compartments- ~- Cleanouts (Y/N)
Depression (Y/N) /,Jo High water alarm (Y/N) /~J
Pumper 0~o /~
ABSORPTION FII-'LD DATA
~/~-/,e O ~¢r
Date installed ~/2,"~/'7~- Soil rating (glp.d./fF or fF/bdrm) 'z,~5' c ¢~ System type ,
Length ~-/'~ -~/ cr~,'~'Width/.E¢ "~ zs'cc-~',CGravel thickness below pipe '-7 ~ c..~,,¢ Total depth
Effective absorption area ,.t:z~ c.r~ Monitoring Tube present (Y/N) Y Depression over field (Y/N) /'JO
Date of adequacy test 9/:z'~/~, Results (Pass/Fail) ¢/A-~,~. For ~ bedrooms
~'~luid depth in absorption field before test (il,.)', ''~ ~" Immediate~ afterlegal, water added (in.):
~Fluid depth ~O ~ (ins) Minutes later: I~,~ Absorption rate =
~Peroxide treatment (past 12 months) (Y/N) ~ If yes, give date
72-026 (Rev. 3/96)*
Date installe~i'"----.~ Size in gallons
(Y/N~ff" level at*
Manhole/Access
estedHigh water alarm level at~'"'"'"'""~/ *Datum ~
O
SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic/holding 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 ~ IA
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO:
Foundation
' Absorption field Ln,J ~.,4o ~J'
,
Water main/service line > ~ o Surface water/drainage
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOTTO:
Property line tO/ ''''¢' s6e-
Building foundation '~to
Surface water
Curtain drain
Wells on adjacent lots
Water main/service line ~' (°/ ~po~,"r¢- ~-5
~-
tOO/ Driveway, parking/vehicle storage area
~o~..r¢_~_ ~:¢.aouJ~ Wells on adjacent lots '~' ~O
F, ENGINEER'S CERTIFICATION ~
I certify that I have determined thru fi~ld/~ect/ons and review of Municipal
in conformance~A~/A gu~ej)~s i~ effect on this date. ~ ~ ~~ ~ are
HAAFee $ c=~. ~ ' '
,~ Date of Payment ~¢:~/,~ ~' ./~.~_~,~'-.,~
("'""~Reoeip, N umber
Waiver Fee $
Date of Payment
Receipt Number
72-026 (Rev. 3/96)*
AllLal ]ka Water & Wa teW,alter
8471 Bt· ookt · idge D~' Jvc ~ Anchm · age ~, Alaska 99504
Phone (907) 337-6179 ~ Fax (907) 338-3246
Consultiag Eagineers
August 24, 1996
Municipality of Anchorage
Dept. Health & Human Services
Division of Environmental Services
On-Site Services Section
P.O Box 196650
Anchorage, Alaska 99519-6650
Re~ HAA for Lot 8, Bk 1, Sky Ranch Estates//2.
To whom it may concern:
The subject lot is served by a community well and private septic system. The septic system
consists of two septic tanks, a log crib, and a trench. Both of the septic tanks each have a single
c/o. The location of the crib c/o is unknown. The trench has a sump at one end (with a
monitoring tube right next to it), and no c/o. The adequacy test was performed on the trench
system (8/22/96). Comments regarding the system and the adequacy test are summarized as
follows:
SEPTIC SYSTEM TEST: Prior to introducing water, the liquid level in the trench was 39
inches. Water was introduced into the monitoring tube, at a rate of 8.39 gpm, for a total of 144
minutes (1208 gallons). The liquid level rose 21 inches, which corresponds to 57.5 gallon/inch.
The recovery of the system was monitored for 22.5 hours later, and the level had dropped 9.25
inches (532 gallons), which equates to 567 gallons per day. Since the trench was only filled to
77% of its capacity, and the fact that absorption of the crib was not considered, it is reasonable to
assume that the system is capable of absorbing at least 600 gallons per day. Based upon this data
the system was deemed to be adequate for a 4 (four) bedroom house.
NO1E: ]he adequacy of a septic ,ystem ia' influenced by numerous factors, including, but not
limited to, seasonal surface water infiltration, groundwater variation& septic system
maintenance (frequency of septic tank pumping, usage of biological additivea;), conc~tion of
drain pipe and pipe joints (which can be damaged by seismic activity and deteriorate with age),
type of a~tbstances deposited in septic aystem (cigarette butts, sanitary napkins, misc. objecls),
and the amount of water being introduced on a continual basis. Consequently, the results of this
adequacy test are only valid for the specific day of the test. Furthermore, because of the limited
nature of this investigation, it is possible that there are hidden defects which may not have been
detected No warrantee is made regarding the fitture performance of this septic ayslem
SEPTIC TANK: The existing 1000 gallon septic tank was installed in 1974. The condition of it
is unknown, however, given the age, it is reasonable to assume that it is near the end of its useful
life. The existing 500 gallon septic tank was installed in 1980, making it approximately 16 years
old. The condition of this tank is unknown. No warrantee is made regarding the future life of
the septic tanks.
LOG CRIB: The log crib was installed in 1974, consequently, its structural integrity is
questionable. No warrantee is made regarding the future life of the crib.
If you have any questions, please contact me at 337-6179, or on my pager at 1-800-481-1162.
Sincerely,
c.c. Bob Baer, Totem Realty
Vic Mollozzi
Vic Mollozzil.wps
1
,O~'Gz ~ (,00 'gZ L
~,,ghoO.OOS)
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. #
CERTIFICATF OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWELLING
015-302-17 HAA# HA930087
1. GENERAl. INFORMATION
Complete legal description Lot 8 Block 1 Sky Ranch Estates ~2
Location (site address or directions)
5241 Whispering Spruce
Anchoraqe, Alaska 99516
Property owner Victor Mollozzi Day phone 261-3307
Mailing address 5241 Whispering Spruce, Anchorage, Alaska 99516
Lending agency,
Mailing address_
Agent
Address
Day phone
Day phone
2. NUMBER OF BEDROOMS:
3. TYPE OF WATER SUPPLY:
Unless otherwise requested, HAA will be held for pickup.
Four (4)
NOTE:
Individual well
Community well xxxxxxx
Public water
If community well system, provide written confirmation from State ADEC attest-
ing to the legality and status of system.
4. TYPE OF WASTEWATER DISPOSAL:
NOTE:
Individual on-site xxxxxx
Holding tank
Community on-site
Public sewer
If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
72-025 (Rev. 1/91} Fronl MOA #21
5. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my
investigation 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 compliance with all Municipal and State codes,
ordinances, and regulations in effect on the date of this inspection.
Name of Firm Jeff Garness, P.E. Phone
Alaska Water & Wastewater Services
Address 8471 Brookrid~e Drive, Anchoraqe, Alaska 99504
Engineer's signature
Date
DHHS SIGNATURE
Approved for
Disapproved.
Conditional approval for
bedrooms.
bedrooms, with the following stipulations:
Additional Comments
Date
The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health ~uthority
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 purchasers of homes
and their lending institutions in order to satisfy 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.
72-025 (Rev. 1/91) 8~ck MOA#21
Alaska Water & Wastewater Services
"Preserving the Last Frontier"
June 23, 199(3
Municipality of Anchorage
Department o$ Health and Human Services
Division of Environmental Services
On~,,Site Secvi(ses Section
P.O~ Box 196650
Anchorage, Alaska 99519-~6650
RECEIVED
JUN 2
Municipality of A Ichorage
Dept. Health & HUman Services
Attn: Susan Oswalt
Ref: Conditional Health Authorigy Approval 'For Lob 8, Bk 1,
Sky Ranch Estates 82.
~btached is bhe information necessary 'bo ebtain an appnoval
of the subject cond~tiona~ HAA iseued by .you oB 5/,~6/95
(copy att;ached).
Item 1:. A hen monitoring tube was install, ed in Ii. he trench,
and during the process, it was found that the existing sump
extended 1;o the beLLes o'~ the trench but it had separated at
the joints and filled with soil. The sump was cleaned out
and the joint reconnected, consequently~ the tpenoh now has
two mon:itoring tubes. I measured the liqu~d level in the 7
foot deep trench on 6/25/9~3 and ¢eond it to be 1,8" (Jeep.
]item 2: The property coreers were surveyed and the distance
to the trench monitoring tube (located along tshe edge of the
1trench) measured at 10 feet.
If you
JAG/jag
molezz4.WPo
have any more questions, p~ase
call me a 557--6179.
Telephone - Fax 338-3246 · 8471 Brookridge Drive · Anchorage, Alaska 99504
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
1. GENERAL INFORMATION
Complete legal description
Location (site address or directions)
Prop.erty owner
Mailing address
Day phone
Lending agency r--//A--
Mailing address Al/,4-
Agent /"4/,'A-
Add ress /~t/,~
Day phone
Day phone
Unless otherwise requested, HAA will be held for pickup.
NUMBER OF BEDROOMS: 4-
TYPE OF WATER SUPPLY:
NOTE:
Individual well
Community well
Public water
If community well system, provide written confirmation from State ADEC attest-
ing to the legality and status of system.
4. TYPE OF WASTEWATER DISPOSAL:
NOTE:
Individual on-site
Holding tank
Community on-site
Public sewer
If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
72-025 (Rev, $/91) Fronl MOA ~21
5. STATEMENT OF INSPECTION BY ENGINEER
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my
investigation 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 compliance with all Municipal and State codes,
ordinances, and regulations in effect on the date of this inspection.
A-c¢~ w~>¢. ¢' ~v~?'F-.~,~ ~vc-.E,, Phone
Name of Firm
Address ~[ ~o~ ~/~.~.~Y ~,
DHHS SIGNATURE
Approved for
bedrooms.
Disapproved.
_ ~'\ Conditional approval for /db-z4/'L.(_~ bedrooms, with the following stipulations:
A~eR~-Cemme~
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 COd rtesy to purchasers of homes
and their lending institutions in order to satisfy 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.
Municipality of Anchorage
Department of Health & Human Services
HEALTH AUTHORITY APPROVAL CHECKLIST
If A, B, or C, attach ADEC letter.
LoT
Legal Description:
A. WELL DATA
Well type C_o ~1.-1 ,
ADEC water system number
)resent (Y/N)
:h
Date completed Driller
Cased to Casing height
Sanitary seal
Wires properly protected (Y/N)
Date of test
Static water level
Well flow
Pump level
FROM WELL LOG
SEPARATION DISTANCES FROM WELL TO:
Septic/holding tank on lot
Absorption field on lot
Public sewer main
Sewer service line
g.p.m.
AT INSPECTION
EIVED
FEB 2
On adjacent lots
acent lots
e/cleanout
Petroleum tank
WATER SAMPLE F LTS:
Nitrate Other
pie: Collected by:
B. SEPTIC/HOLDING TA.bI~ I~TA
Date nsta ed __~ ~-/,,~9/7 ~ Tank size /Oo O Compartments ~
Cleanouts (Y/N) ~ Foundation cleanout (Y/N) ~% Depression (Y/N)
High water alarm (Y/N) ~[/'~ Alarm tested (Y/N) ~/~
~ Datoofpumping ~*¢?Z- Pumper ;'** C;
SFPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO:
Well(s) on lot
['-----~ To property line ~'~' -.~
Surface water/drainage
t
72-O26 (Rev. 7/91) Front CONTINUED ON BACK PAGE
LIFT STATION /
Date in'~-aJled _ ---- Manufacturer
~i~- i~~~ ,, Manhole/Access(Y/N)
Vent(Y/N) ~umpon"levelat~ ~~levelat
High water alarm level ~ ~les tested
Meets MOA electrical codes (Y/~ ~
SE~AR~M LIF~ STATION TO: ~
W~ lot On adjacent lots ~ce water
Date installed ~lX~eo ~ Soil rating 2~ ~ystem type
Length /~ Width ~ .~ Gravelthickness G / Totaldepth //
Total absorption area ~5~ ~ ~ ,CJeanouts present (Y/N) ~O - P~
~ q Y __
__for --
Peroxide treatment (past 12 months) (Y/N) ~O If yes, give date
SEPARATION DISTANCE FROM ABSORPTION FIELD TO:
Well on lot l,~ /.~ On adjacent lots /"[ Property line
F¢4:~,'~ I~¢'I~ ~.,0¢(~ To existing or abandoned system on lot
To building foundation
On adjacent lots '~'~ ~¢--~?~- cmC'butbank /~Z/,/~- Water main/service line
Surface water
Curtain drain
E. ENGINEER'S'CERTIFICATION
Driveway, parking/vehicle storage area
I certify thatlhave) c//ked, vi~rconformed to all MOA and HAA guidelines in effect on the date of this inspection.
HAA Fee $
Date of Payment
Receipt Number
72-026 (Rev. 3/91) Back MOA 21
Waiver Fee: $
~ Date of Payment
(~ ',-~' yj,) Receipt Number
Alaska Water gc Wastewater Services
"Preserving the Last Frontier"
RECEIVED
Munioipality of Anchorage
Department of Health and Human Services
[)ivision of Environmental Services
(]e-,Site 8ervioee emotion
P.O. BOX 196650
Anohoragm, Alaska 99519-6650
MAR 199
D Municipality of Ancb0mge
ept. Health & Humaa Services
Attn: Susan Oswalt
Ref: Health Authority Approval for Lot 8 B..ock 1,
Sky Ranch Eebates g2
[)ear Susan:
]; have reviewed your comments regarding my original
submittal 'for the subject HAA. I have atbached a oorr, eoted
(:::over letter which idenbifiee the system as adequate 'for a
feur bedroom house. It is my understanding that you are
~illing to issue a conditional HAA ~hich ~ill require that
the looation o$ the trench in cola]lion to the property lin(~
be w~rifiad naxt summer, and if necessary, a lot line waiver
~iii b~ applied for. In addition the homeowner wiii attempts
to find the crib clean--out, wh~oh may be buried below the
gnound surface. If he is unable ~o find it, he will ensure
that a monitoring tube is inet;ailed in the
In regards b.o verifying whether the syetem is operating in a
surcharged oondibion, I was able to verify du?.ng my
site visit that there ,,.was no standing water in the trench¢
eipoe the trench olean-out was "bone dry". In addition,
do not believe the crib is openat~ ng ~n a surcharged
c;ondition becauee there was no waber backed up into the
nearby septic tank. I verified this by looking down the
septic tank clean-outs and seeing the liquid level a~ a
"normal" level. Z realize thie does not absolutely prove
bleat the crib is not sur-chapged, however, based upon the
light loading the system has been sub~eeted to, it is my
belief that it is not. ~n fact;, I doubt t;hat the trench has
yet to be utilized. Regardless, ;if the orib clean.-out
].ocabed this summer, I will cheok the liquid level to verify
its operational level. If you have any question, pi. ease
oall me a 557-.6 79. Thanks for your help.
Sincerel
,'Ief less
Owl .,on~u 1
,'.rAG/jag/moloz i¥. WPS
Telephone - Fax $38-3246 · 8471 Brookridge Drive t Anchorage, Alaska 99504
Alaska Water & Wastewater Services
"Preserving' the Last Frontier"
February 6, 1995
IdunS. cipality ef Anchorage
Department of Health and p~uman Services
[aivision of Environmental Ser'v&ces
On-Site Services Section
P.O. BOX .1,96650
~nohopage, ~laska 99519-,6650
Re'f: Health Authority Approval for Lot
Sky Ranch Estates
To wi]om it may concern:
Comments regarding the suejec~; HAA are as 'Follows:
1. Septic System Adequacy: The septic system adequacy
Was performed by introducing aar. er into tone clean-out.
located at the east emd ef the ~;rench, The inspection
report, dated 11/5/80~ identifies this aa a sumo, but
'l:oLInd it to ~xtsnd only about 6 foot below grade, indicating
that it is a olean-out only since th~ bottom of unto tpenoh
~:;hou],d bm about ],~ foot below graam. In short, there was ne
sump in which to monitop one ),iouid 1Bvel in ths ~penoh_
addition, there is no clean--out on the crib so tha~ (;ne
liquid level could be monitored there. Apparently, it (the
crSb olean-out) was romovec in 1980 mnsn the ~rencn mas
installed. Regardless, for the aoequacy ~esr,, I introduced
water inbo the trench clean-out at a ra];m of 7.87 ~4pm for
total ll5 minutes (905 gal_lens). During that time. mate~
did not back-up inte the seotic tanR. Based upon this
the septic system ~as deemed ~o Be a~souate fop a 4 bedroom
house (600 gpd). Trim trench was installed in 1980
supplement the existing crib, ~hich ~as installed ie 1974_
Since 1980, the home nas been oocuoimd by only one or
people, consequently, the system qas oesn loaded a~: ~P.5~ to
25~ of ibm design capacity. It is imperative that the
homeowner realize that the existing crib is ale:ash 20 years
eld and is probably approaching She end of its useful life,
structurally (the logs ~ill eventually rot)_
2. Septic Tanks: The 1000 gallen septic*, tank was installed
in 1974 al]d is probab]y approaching 5ne end ef ~te useful
life. Th~ I]emeownsp should antieioa%e peDlacing it ~ithin
the next several years. The 500 gallen bank Was installed
in .1,980 and is probably still structurally sound. Neither
tank was excavated and onysically inspected,
3. Separation Distances to Septic Tanks to Closest Property
Limes= The %epanation distance from the septic tanks ~o the
closest property lines could
property lines were no5 'flagged. However, the nomeownen
Telephone - Fax 338-3246 · 8471 Brookridge Drive · Anchorage, Alaska 99504
orovided me w~th a 1978 as-puilc eurvey which shows cn~,~
locabion o'f' bne mouse in relabion ~;o the property _,.ires.
Based uoon this survey, arq the location of the septic tanks
relabivo so the house, it is clear that the septic tanks arm
much further 5naR 5 feet; from anv oroperty line.
4. Separation Distance from Absorption Trench to Adjacent
Septic Systems: -he semarabion distance frorr the absorobion
STench CO syste, ms on adjacenl; lots was nob msasupsd due Bo
sne fiact blqat; bhero was 5-q ~emt of snow on the gr'ouno ~h~.ch
covereo all c].ean-ouT;s on adjaoen% sys~sems. However, during
bhe summer of 1992, I performed an amequacy tes~ for She
~isystsm is located oB the east eno of the lot, aRC is ova~ 75
~ee~; from the system on lot 8_ The crBnor~ on lot 8 rains
l)arallel bo bhe north proper~v line and enas aDoroximately
50 f~et froK ~ne wesc opoooP~,y lin~, oonsecdently, it musts
~)e) at l~ast 50 feet ~rolr sne seotic systems on io~ 7, Block
1 _ ~asad upon these lacks, ; ~; ~ ts clear r, hat the septic
sys'se~r on ~he suo.jeot los is at :Least 50 feet From any
adjacent septic system.
5. Separation Distance from Septic Tank to Absorption Pit:
The insoeotion record, dated 11/5/80, did nob indicate the
s~eparation distance from ~nm new" 500 gallon septic tank m~
the crib, consequently, this distance is unknown.
6. Separation Distance from Absorption Trench to Property
Line: Based upon the 1978 as-built survey, previously
discussed, Z located approximately where the north property
line is, and it appears that the trench clean--out is located
approximately lO feet 'Prom the property line. Based upon
· this "cough" location of the property line, the edge of the
5 foot wide trench would be located 7.5 'Peet away 'From the
property line, and 2.5 feet into the utility easement. The
inspection report, dated 11/5/80, did not state the distance
from the trench to the property line. In order ~e verify
that the trench is greater than 10 'Feet 'Prom the property
line, ib would be necessary to have a surveyor' prepare ae
as*~built.
If you have any/question,
Sincerely, . //
0 w/er/ ;onsultant
moloz~2.UPS
please call me a 357-6179,
Alaska Water Wastewater Services
"Preserving the Last Frontier"
\
February 6, .t993
\
Mur~cipality nf Ancnopage
DeoArtment e'r Health and Human
DiviSion of Environmental
('.)n-Si%e Services Section
o.O_ Bbx 196650
Anchor&~e, Alaska 99519-6650
Re'f: Hea]~h authority aD~noval fo
Sky ~neh Estates
To ~nom it ~ concern:
RECEIVED
F£B 2 2 199
Municipality of Anchorage
Dept. Health & Human Services
Block
Commen~,s
regar'd~g the sub3~}ct HAA arm as follows:
1. Septic Sy ~dequacy: The seotic eye~zem ade(.uaoy ]:ssn
~as performed by kasroducin9 ~aser into Bne cJ. ean-,ou L,
].oca bed at tsha eno of the trench. TIqa inspeotien
report, dated identifies ~his as a sump, but I
found it to extend about 6 foot bolow gnade, indicating
that it is a clean-out )nly since the bottom of the trench
should be about 12 elow grade. In short, there was no
sump in ~hich to monitor he liquid lew~l in the trench. In
addition, there is no c ~an-out on the crib so that the
liquid level could be monz~oced there. Apparently, it (bhe
crib clean-,,out) was remove~ in, 1980 when the trench was
installed. Regardless, for ~he adequacy test, I introduced
water into the trench clean-cut at a rate of 7,87 gpm fop a
total 1J, 5 minutes (905 9allo~). During that time, wa~er
did sot back-up into the sepbic~tank. Based upoD this test~
the septic system was d~m~d~to~be adequate for a ~ bsdroom
house (450 gpd)~ The trench ~as installed in 1~80 to
supplsmest the existing crib~ whi% was installed i~ 197~.
8i~c~ 1980~ th~ home has b~en )lsd by o~ly one or two
people, censequently, the system has [ loaded at 12.5~ to
25~ o'f its design capacity, It imper-ative that the
homeowner realize that the existing lb is almost 20 years
old arid is probably approaching the of its useful life,
structurally (the logs will eventually ~).
2. Septic Tanks: 'The 1000 geller septic ark was installed
in 1974 and is probably approaching the ]d of itc useful
life, The homeowner should anticipate zcing it within
the next several years. The 500 gallon was installed
in 1980 and is probably stilL1 structurally ind. Neither
tank was excavated and physically inspected.
(5. Separation Distances to Septic Tanks to t Property
Lines: 'Fha separation distance from the septic to the
closest property lines could not bm determined because the
property lines were net flagged. Itowever, the homeowner
Telephone - Fax 388-3246 · 8471 Brookridge Drive · Anchorage, Alaska 99504
previded~me with a ~1978 as-bui)b survey which shows the
local~ion~of th~ hous~ in r~la~ion to M~ property linms~
Based upokl this survey, and the location of the septic tanks
r'elat~ve t~ the house~ it is clear that tho sep~:i.c tanks are
much ?urtheXc than 5 feet from any property line.
. Separat~(n Distance from Absorption Trench to Adjacent
~eptic 8ystem~ The separation distance from the absorption
trench to systems on adjacent lets ~as not measured due to
l;he fact that tB~are ~as 5~4 feet of snoN o1~ the ground ~hich
covered all o'l. ear¥~outs on adjacent systems~ However'~ during
the summer of J. 9~2~ ~ per'~ormed an adequacy test for the
system located on X~.ot 9, block l, and know that the septic
system is located o~a the mash eno of the lot, and ts over 75
feet from tho sys~en~ er lo~ 8. rhe trench on lot 8 Puns
~:a~al].el ~o the nor~ proper~y line and ends appreximately
50 T~eet from the wes~ p~oper~'y line, oonsequen~].y, i~ must
be a~ least 50 feek fk~om ~he septic system en lot 7~ Block
1. Based upon thes~ ~faoLs, it is clear that the seotic
s;yst(]m on the subject X~ot is at least 50 feet t)x~m any
adjacent septic sysbem. ~
Yhe inspection r'epo~t, dat;c~ ,11/~]/BO~ did not indicate the
separation distance fpem the~ new ~00 gallon septic tank to
the cpib, consequently, th~s ~istance is uakeown.
~. Separation Distance Trom ~sorption Trench to Property
Line: Based upon the )9'7B -built ssu rvey, o revio~Js'Ly
discussed, Z located approximat wn(~re 5rle norsl pr'epersy
line ie, and ib appears that the rench olean-out; is located
approximately lO feet P¢om the >eruy l~ne. Based uccc
this "reugh" ].ooatior of Bne YTlino, ~118 edge of tl~e
5 foot wide trench would be .5 'feet away ~rom bhe
property line, and 2.5 feel; into uti].ity easemens. The
inspection report, aaT;6~o 11/5/80, not state the aislsanne
'f'rom the trench bo the or'operty In oraer uo v~r'i'Py
that the trench is gr~!~a];er than /0 ac Free the prePerty
line, it would be necessary co have
as-built.
sunvoyor prepare an
\
If you have any question, pleases call me~SS'/-6179-
Sincerely,./
OwAfr/O~sultant
JAG/~ag
molezi2.WP8
WALTER J. HICKEL, GOVERNOR
DEPT. OF ENVIRONMENTAL CONSERVATION
ANCHORAGE DISTRICT OFFICE
800 E. DIMOND BLVD., SUITE 3-470
ANCHORAGE, ALASKA 99515
(907) 349-7755
Februaw 9,1993
Alaska Water & Wastewater Services
8471 Brookridge Drive
Anchorage, Alaska 99515
Attn: Mr. Jeffrey A. Garness, P.E.
SUBJECT: Sky Ranch Estates II
Class "A" Public Water System, PWSlD 212916
Dear Mr. Garness:
I have completed a review of this office's files concerning the monitoring status of the
above-referenced Class "A" Public Water System and found the following:
The last satisfactory Total Coliform Bacteria Samplb results was submitted
to this I::)epartment on January 20, 1993. This does meet the provisions of
18 AAC 80.200(a), of the State Drinking Water Regulations.
The last inorganic Chemical Contaminants Sample results were submitted
to this Department on October 19, 1992. This does meet the provisions of
18 AAC 80.200(a), of the State Drinking Water Regulations.
The last Radioactive Contaminants Sample results were submitted to the
Department on August 20, 1992. The system operator is aware of the
sampling requirements and will be collecting the required samples. This
does meet the provisions of 18 AAC 80.200(a), State Drinking Water
Regulations.
The last Organic Chemical Contaminants/Volatile Organic Chemical (VOC)
were submitted to this Department on January 20, 1993. Based on analysis
of the previous VOC samples results have been satisfactory. This does
meet the provisions of 18 AAC 80.200(a), State Drinking Water Regulations.
Greenbrook Subdivision
February 8, 1993
Page 2
Issuance of this letter does not imply that the above-referenced Class "A" Public Water
System is in compliance with other provisions of the State Drinking Regulations.
If you have any questions on the above information, please do not hesitate to contact this
office at 349-7755.
Sincerely, ×~
Michael Lu
Environmental Eng. Asst. II
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & HUMAN SERVICES
DIVISION OF ENVIRONMENTAL SERVICES
CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL
OF ON-SITE SEWER AND WATER FACILITY
264-4744
Application Date
{b)
(c)
GENERAL INFORMATION (MUST BE COMPLETED PRIOR TO SUBMITTAL)
(a) Legal Description (include lot, block, subdivision, section, township, range)
/
Location (address or directions) ~.~-,~O
Property Owner ~/~ /¢'~//,'~-~-~'~' Telephone: Home -.~¢~
Mailing. Address.~
Business
Lendir~g Institution . i : ·
Ma!ling Address
Telephone
(d) Real Es, ta!e,Company and,Agent
Addres§ ~'~' ~ ~' ' ~'/'~' ~"
Teleph;ne "'~ ~ &' ~ '~ ~ /
(e) Mail the HAA to'the followina address: or: Check here ~, if hold for pick up.
List contact person and day phone number below.
TYPE OF RESIDENCE
Single-Famil/
Number of Bedrooms
WATER SUPPLY
Individual Well [] Community..~ Public []
Note: If community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
SEWAGE DISPOSAL
Onsite,,~ Public r-I Community [] Holding Tank []
/
Note: If community well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
Page 1 of 2 72*025 fRev 81861 Front
5. ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION
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 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 compliance with all Municipal and State codes, ordinances, and regulations in effect on
the date of this inspection.
Name of Firm ~'~_~/n ~
'~ ~'-,/'," ~"',~"'.'~/,~ Telephone
Date ~-~" ~/
DHHS APPROVAL
Approved for '¢~
Approved X
bedrooms by ~¢~"~ ~, ~ate
Disapproved Conditional
3
Terms of Conditional Approval
CAUTION
The Municipality of Anchorage Depadment 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 purchasers of homes and their fending institutions in
order to satisfy 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.
Page 2 of 2 72-025 fRev 8/86) Back
MUNICIPALITY OF ANCHORAGE
ENVIRONMENTAL SERVICES D~iIi~iPALiTY OF ANC:HORAGE (MOA)
HEALTH AUTHORITY APPROVAL (HAA)
MAR 2 ]987 CHECKLIST- FEBRUARY 1984
264-4744
RECEIVED Legal Description:
WELL DATA
Well Classification
/"/~"~-~'~'?t~' If A, B, C, D.E.C. Approved(~.Y,/N)
Well Log Present (Y/N) Date Completed Yield
Total Depth Cased to
Static Water Level
Casing Height Above Ground
Electrical Wiring in Conduit (Y/N)
Separation Distances from Well:
To Septic/Holding Tank on Lot
To Nearest Edge of Absorption Field on Lot
To Nearest Public Sewer Line
Cleanout/Manhole
Water Sample Collected by
Water Sample Test Results
Comments
Depth of Grouting
Pump Set At
Sanitary Seal on Casing (Y/N)
Depression Around Wellhead (Y/N)
; On Adjoining Lots
; On Adjoining Lots
To Nearest Public Sewer
To Nearest Sewer Service Line on Lot
; Date
SEPTIC/HOLDING TANK DATA
Date InstaLled --~'7.//-~//;~''~'' . Size /~'c~ ,'~ No. of Compartments
Standpipes (Y/N) /~ Air-tight Caps (Y/N) /k/ Foundation Cleanout (Y/N)
Depression over Tank (Y/N) /'J Date Last Pumped
Pumping/Maintenance Contract on File (Y/N) __ /~'.,/~ ; for
Holding Tank High-Water Alarm (Y/N) f~-.,//,4-.~ Temporary Holding Tank Permit (Y/N)
Separation Distances from Septic/Holding Tank:
To Water-Supply Well
To Property Line
To Water Main/Service Line
Course:
To Building Foundation
To Disposal Field ~
To Stream, Pond, Lake, or Major Drainage
Comments
Page 1df 2
72-026 (Rev 8/861 FrOnf
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata
Date Installed ¢'~¢
Width of Field ~¢'~
Square Feet of Absorption Area
Depression over Field (Y/N)
Results of Last Adequacy Test
Separation Distance from Absorption Field:
To Water-Supply Well 2¢,¢,¢ ',.~'
To Building Foundation ~'"
Lot J~'¢ /~'~/"/~ ;~
TO Water Main/Service Line .Jo
To Stream/Pond/Lake/or Major Drainage Course
To Driveway. Parking Area, or Vehicle Storage Area
Comments ~ ,~:?,~¢~.~-~" .d~,-'¢~,,
Type of System Design ,/~.~' ~'~
~',/'~,'¢¢~/Length of Field ¢~'~ "~-"~,-'¢~/
Depth of Field
Gravel Bed Thickness
Standpipes Present (Y/N)
Date of Last Adequacy Test
To Properly Line ,/'¢
To Existing or Abandoned System on
; On Adjoining Lots /~' ~'
To Cutbank (if present)
LIFT STATION
Date Installed
Size in Gallons
"Pump On" Level at
High Water Alarm Level at
Tested for
Electrical Codes (Y/N)
Dimensions
Manhole/Access (Y/N)
"Pump Off" Level at
Vent (Y/N)
Pumping Cycles during Adequacy Test. Meets MOA
Comments
** Check Permitted Bedroom Rating Against HAA Request **
Page 2 of 2
Signed/,¢'~-'~--/~
Compan~¢~
Amount: $
BEVAN ENGINEERING
Approved Well & Septic Engineers
P.O. Box 112852
Anchorage, AK 99511
(907) 822-1383
(907) 258-0584
Idarch 2;];,., :1.987
IRe :: V:i.c: Mc)iLlc:)zx:L I-.le~altln Au'l~:hc)r:L't.:y Appr'l:)val
('~1:) P 1 :i. I::: at: :i. on
)~)L.tr":J I'l(4 ti"x::? per':J- (::)c:[ 'fl"c)ln March 2~i~ 'b(:~ Mar"ch 23 ~l
:L987 ]: per.FcJr'med r'e~(::~ar'c::i'~, !sci.'bc.~
j]L.u"!ii~t.Larlt 'El::) HJ:~,a].'l:h
]: J::Jel'"'J:C)l'"~l~CJ afl ab!i~l;)rl:)t:i.c)rl '(:es'L: c)n the sept:i,c sy~:~vkem arid determ:i, ned
al:lsorb(.,!cl at a ra'L'.e~ c:l.f 9L~J~]I gallo)ns per" day (~]pi::l),, 'l]--i:i.~; exc:er~ds;
r'equ:Lrecl 'for a 4 b~,cll"CX::m'~ J]l:)gll~. "rl-i~. 'bwo sep-J::i.l:::s 'l:ank were pLu~13ed aFld 'El"il:!!, 'l=l:rkal
vt:il I.~l/l(...~ r(.i:~lilclv6;~l:J ~,~a!ii~ 1 ~:.~Jl]~J]! (]J~,'CL 1 I::lr]!:'~ ,,
App].:Lc:a'L'.ic)rl ar'icj Check].:i.s'ls. I am submit'king this da'l::a to ym..~ .~:C)l"' yC)L.U'' r£~v:~.c~BJ.
F:'lea'~e cc~n'l:ac:'b Iii(!.! :i.'f I can pr"c)¥:ide any ach::l:i.'l::i.c)nal :i. rl";:(::)r"flllal=:i.(::H]. (ph ',522.-.:1.383)
cc V:i.(::: Hc)]. 1 ozz ;i.
8721:1.
Vii IN~C:f?/.d.i TY O[ /\I )Cf J('II¢J\G (~ MUNICIPALITY OF ANCHORAGE
-..-., -.,, lelu,~hOllU 26~1-4720
,tEQU,..~,I FOIl APPIROVAI.. OF ii~DIVIDUAt. WA'FE ~ AFIL ~[-iN I [
..... 9~ro) cP~3~K ...................................................... I
P 0. Box 1120
Lot 1 Block 8 Skyranch Estates Subd. NO. 2
~ ~-i~]~f~f~:5~6 ~-
~ ~ispering Spruce Subd.
[~1 Ono 1~ Four [i] Otn~ ........
~'I SINGLE FAMILY
E} TWo [L~ Fiw
Iq MIJLi U"LE FAMILY ~'_:] Th~e~ I-'J
[: } li~l)lVI DUAL ~ ~ ATTACH WELl. LOG. A well Ioq i'.~ rcqui~ed ~or ail wells drilled
[~ COM~iL.H,,.qTY sirx;e Ju,m 1975. For wells drill~,d prior ~o [h~t datu, qivu well ~i
Ii[ii PUB[ I(~ LITILII'Y depth (attach Ioq if available,)
~[_ IN)IklDUA,_./ON-SI~E - ,' ' ' · - , ' ' · pg , -. ,. 9
J FUB (, L TY ~ .
J
III$,IL~. FOROFF]Ch';,IL,,E'' ONI.Y
INSPECT ION APPOINI';.~! N i,':;
DD~ EC'flONS:
iffrdfiz .....................
('L~%~- ..................
~i~,s Pr:CTo ~ .....................
i. TYPE OF RESIDENCE NUMBER OF [lEI)ROOMS
'~'-J SINGt E FAMILY
[7] MULTIPI E FAMII Y
2. WATER SUPPLY
I'~] INDIVIDUAL
'"~3 COMMUNI-r'Y
.F._] PUBLIC UTILITY
Cclmection Verified
3. £EWAGE DiSPO,~JAL SYSTEM
l~_-j iNDIVIDUAL/ON -SI'FE
L~]PLJBLIC UTI LITY
Connection Verified .........
[] ONE L~ TI4REE I_--J FIVE [] OTI4ER
[] -I'WO ~ FOUR [] SiX
DEPTII OF WELL
DA'rE DRILLED
LOG RECEIVED
4~]Septic Tank or r~] Hokling Tank
Size:__.~r'"'(_~__ If Tank is homemade SOILS
................ _g__qfl_ ............
4.
Soptm/Hotd,ng Tank IAbso, pt,o,,. ^,.,~ [,~ewer Line [ Nearest Lot Line
5, COhlMENTS
[~APPHOVED
FOR ..... ~-~_ ~.. []EI)HOOMS
[%I CO¢,IDITIONAL APPROVAL (Miter must accompany ccltificate)
[] DISAF'PROVED
C~A.'~' ~ ....................... BY]'~iii/.) -' --~ ....... 7
MUNICIPALITY OF ANCHORAGE ,'
DEPARTMENT OF HE. ALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
82-5 L Street - Anchorage, Alaska 99501 Telephone 264-4720'"
CERTIFICATE OF INSPECTION
SEWER AND WATER FACILITIES
1. PROPERTY OWNER
2. LEGAL DESCRIPTION
3. TYPE DWELLING
~__~ SINGLE FAMILY RESIDENCE
C_I MULTIPLE FAMILY RESIDENCE
F~I OTHER (Describe)
4. WATER SUPPLY
INDIVIDUAL
COMMUNITY/PUBLIC
5. SEWAGE DISPOSAL
INDIVIDUAL/ON-SITE
PUBLIC UTILITY
HOLDING TANK (Maintenance Required)
~ APPROVED FOR ~£;5 BEDROOMS
CONDITIONAL APPROVAL (See Attached)
DISAPPROVED
June 7, 1978 R&M No. 851530
Mr. Gary Thompson
SPA 1619 L Street
Anchorage, Alaska 99507
Subject: Adequacy Test on Existing Sanitary Sewer System; Lot 8, Block 1,
Sky Ranch Estates Subdivision, Anchorage, Alaska
Dear Mr. Thompson:
At your request of May 31, 1978, we conducted a test of the septic system on
the above described property.
During the test the liquid level in tile septic tank was monitored as water
was added t~ the system, The measurements are su~narized in the following
table:
Liquid Level Below Top Total Gallons
Time of Standpipe Added
3:20 9.0 0
3:30 9.0 25
3:40 8.8 75
3:50 8.75 125
3:55 8.7 150
4:20 9.0 150
The meter used during the test was a Rockwell 5/8" standard water meter which
had previously been calibrated by R&M Consultants, Inc.
If the 3 bedroom residence on the property is to house 6 people, the average
load on the system can be expected to be 450 gallons per day or .31 gallons
per minute. During the test, the system accepted 150 gallons in 60 minutes.
This indicates an average effluent acceptance rate of approximately 2.5
gallons per minute at the time of the test.
Because the house on the lot is occupied, we assum~e that the leach field was
at its normal degree of saturatiou. We can therefore conclude that the
system is disposing of effluent at an adequate rate for a 3 bedroom resi-
dence.
June 7, 1978
Mr. Gary Thompson
Page -2-
A water sample was taken according to Municipality specifications. The
sample was delivered to the city laboratory for analysis and the results will
be sent directly to you.
We appreciate this opportunity to be of service to you. Please contact us if
you have any questions concerning this test or if we can be of additional
service.
Very truly yours,
R&M CONSULTANTS, INC.
Lynne Kosikowski
Staff Geologist
JMB/kah
Project Manager