HomeMy WebLinkAboutVERNON LT 7A Municipality of Anchorage Page I of
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number: C~l~[,d~'~ PIDNumber: O/~- ~--
Name: Wastewater System: ~ New ~ Upgrade
Address:
~¢~ ~ 7~ /~ ABSORPTION FIELD
Phone: ~No. of B~rooms: ~ Deep Trench ~ Shallow Trench ~Bed DMound DOther
Total Depth from original grade:
LEGAL DESCRIPTION Soil Rating: O
~, ~ GPD/Sq. Ft. /~ ~
Lot: Block: Subdivision: Depth to pipe bottom fr0m o[igin~ grade: Gravel depth beneath pipe
Classificalion (Private, A,B,C): Total Depth: [ Cased To: Total absorption area: Pipe material:
Drifter: Date Drilled: StaticWater Level: Installer: . O[ ~ ~ ~ Date installed~j j
Yield: Casing Height Above Ground:
SEPARATION DISTANCES ~s~t~ ~ ~o~n~ ~
From Tank Field Station Tank Sewer Lines &N C['~ ~A~JC
Well J¢ '~ J ~ ( Material: ~ ~.~ Number of Compartments:
Surface
w.t~, N~:~ N~ LIFT STATION
Lot Size in gallons: J Manufacturer:
I
Cu"ain Drain ~ ~J~ Pump Make & U°del
Remarks: BENCH MARK
, EN~N~'.~ SEAL
Inspections performed by: ~ -~ Dates: 1st P~/5/ ;~ °¢~e::"~:*~-:~'~
Department of Health and Human Serwces approval ~, ~/% ~-~ ,*,::~/
Reviewed and approved by:/~ ~¢ Dato: /¢¢,R / , ~;~;~3~¢;¢
72~013 (1/91) MOA 25
N
168
PL/£CUP[/VE T/~A£/_
TBBBEN SPURKLAND P.E.
6751 W. DIMDND BLVD.
ANCH. AK. 99508-3904
L£T 7A VERNON S/D
SECTI/~N $3 TI2N
CI~RT PHALP
SEPTZC SYSTEkl AS I~UILT
DATE, SEPT, SO 1991
:S:HEE T~ 2/~ GR~D~
~ Monitor
5
4O
Monitor
~ Cover
103,5
9B. 4
Mimo£1 140
6 inches o£ Septic Rock
~BTTOH ~F TE£TH£LE
Moni~om ~, ~ 0
£xis~, 5round
4' Min Cover
TDBBEN SPURKLAND P,E,
203 ~ 15TH, AVENUE
ANCH, AK, 99501
L 77 7A VE£NDN
SEC?I[TN 33 ?]SN ~3~/
CDNT PHALP
SEPTIC SYSTEM AS ~U]LT
~ATE, £EPF 30 1991
SHEET, ~/3 GRID, 2124
203 ~EST i§T~, AVENUE SUITE 206
ANCHORAGE, ~LASKA 99502-3904
(907) 27%3716
Susan Oswald
Municipalit. y o-F Anchorage
Division of Environmental Health
Department o.F Health and Social Services
820 L Street
Anchorage, Alaska 99501
October' 24, 199t
Sub j ect:
Permit ~ 910912
Lot 7 Vernon
As Bui 1 t
! carl not explain why the test hole location on the permit appli-
cation are where the are shown. I used the Highway Right of Way
Map tm locate the holes~ and my swingties locate the holes on t. he
north part o~ the lot,. The septic system was installed more or
lese en top of the monitor tube~ so the location shown on the As
Built is correct. The problem may be that the Highway ~ence was
not installed along as designed~ or that t located the ~ence
ir~correc:tly~
££g66 '5tV 'UWA,I'FI :~'I'DV.W
'ldoCl
u'[
~_~--O~l ...... :shut. ii.do :10
Dulg~o ~o don~
xolO* pue
PAGE 1 OF 1
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW910192
DESIGN ENGINEER:TOBBEN SPURKLAND, P.E.
OWNER NAME:DALCOR INC
OWNER ADDRESS:1201 EAST 70TH AVENUE
ANCHORAGE, ALASKA 99518
DATE ISSUED: 7/12/91
EXPIRATION DATE: 7/12/92
PARCEL ID:01829271
LEGAL DESCRIPTION: VERNON LT 7A
LOT SIZE: 64182 (SQ. FT.)
NUMBER OF BEDROOMS: 4 THIS PERMIT: 4
THIS PERMIT IS FOR THE CONTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM
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 FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
ANCHORAGE, ALARKA 79~02-~04
(907) 248-5095
SEPTIC SYSTEM DESIGN
LOT
DelCor
(-]round Water at 15 'Ft.
Use Pressur'ized Bed
Soil Rating.
From test June 20~ 1991
8 min/in = .8 gal/ft day
Required
Bed Area
SYSTEll
Area per' Bedroom:
150/.8 = 187.5
Bedrooms 4
750
BED 20 x 40 x 5 ~
ROCK DEPTH .5 FT.~'
COVER 4.5 FT.~.~
SEPTIC TANK 1500 GAL. STEP
The installation o-{: this well and septic system will not impact
adjacent lots. The well locatic~n con-Forms t.o the siting o~ the
existing wells in the area~ and will not prevent the adjacent lot
owners Yr'om dave]loping t. hese lot. s of replacing the existing
The iristallalzic)e e¥ this septic system will nc:t prevent wells
Yrc~m be installed on the adjacent lots.
Septic System Design
£._c:t 7A Vernon
pg.1
The prl~pc~s~d septic system will n(:~t change the general slope o~
the area, Ponding and/c3r concentra'[~ion o.~ surface runo.~ will not
result -~:rom this installati(~n,
Sept. ic System Design
Lclt 7A Vernon S/D
p g. 2
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
3
4
6
7
8
9
10
11
13-
14-
15-
16-
17-
18-
19
2O
COMMENTS
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG t PERCOLATION TEST
EAL)
DATE-- ~E~iFORb~ED¥
~Township, Range, Section:
WAS GROUND WATER
ENCOUNTERED?
S
L
IF YES, AT WHAT O
DEPTH? p
E
Depth t0 Water ADer
Monitorino? Date:
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE ~ ,~J;:~ (minutes/inch) PERC HOLE DIAMETER _
TEST RUN BE~WEEN ¢ FTAND V~" FT
ACCORDANCE WITH ALL S'fATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DA]E:
72-008 (Rev. 4/85)
PERFORMED FOR:
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
LEGAL DESCRIPTION: LoT 7,/~t
8
9
10--
11
12
13
14
15
16
17
18
19
2O
COMMENTS
Township, Range, Section:
SLOPE
WAS GROUND WATER
ENCOUNTERED?
giLT
IF YES, AT WHAT
Iq L._ DEPT.?
~ e I Monitorino? I~) Oale:
SITE PLAN
Gross Net Depth to Net
Reading Date
Time Time Water Drop
PERCOLATION RATE (4~ (minutes/inch) PERC HOLE DIAMETER L~ I ~
TEST RUN BETWEEN L~ FT AND /-7/Y~_~FT
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
72-008 (Rev. 4~85)
/15
I
'1
N
4~
'
oF' Sep~,,c fe~,'_k .......
SPECIFICATIONS FOR SEPTIC SYSTEM INSTALLATI'ON
LOT 7A VERNON SEC 55 T12N RSW
t.0 GENERAL
Owner is Cor'i: Phalp~ 1201 E 70th. 99518. F'hone: 344 ....
].,2 Enginemr is the person c~r enti'ky hired by i:he O~ner to
inspect this project. The Engineer must be recognized by the
Municipality o~ Anc:herage~ Department o~ Health and Human
1.5 Contractor is the person er entity hired by the Owner
'~:e install this pr(:~ject. The Centractor must be recognized
by the Municipality o'F Anch~)rage.~ Department. e-~ Health arid
Human Services.
1.4 The Dra~,~ings~ sheets i through 3~ shall be part e~ this
speci~:icatien.
1.5 Al:[ mater:i, aIe and workmansh:ip shall meet the require-
merits o.~: the Munic:ipaii'~y e'F Anchorage~ Department o~ Health
and [luman Services~ the conditions e~ the per"mit~ arid all
applicable rules and regulatiens currently in e~:¥ec:t.
:L.6 AIl. excavat, ic:~r] dept. hs are advisary~ and are t,o be
veri~:ied and may be modified in the ~ield by the Engineer.
1.7 It is the resperlsibility o'F the Owner er' the Contractor
to adhere te the approved design, te veri~y that the speci-
fied ~-~eparation distances are met~ and that the required
1.8 The Con'~racter or' the Owner shall report 'bo the Engi-
neer any observed conditien which would put t. he eeptic
system in vielatien (:)~ State or Municipal regulatiens.
2.0 SEPTIC TANK
2.]. I¥ there is an e>[:i.s'[::i, ng sept.:i.c: tank~ i~ may be used :i~
t. ank shaii be irlspected by t. he Engineer,~ arid ii:s water"
ti(..]htness and r~'[:ructur"al integrity shall be veri~CJ.~.~d.
2.2 A ne~,~ septic tank shall be one ~abricated by either
Anchorage Tank and Welding er by Greet Tank
Speci~:ic:ations ~or sept:[c system installation
L. ot. 7A Vernon S/D
pg. I
The septic tank shall be a 'UPC-appr(~ved twc~-compartment
tank~ c:onstrL~cted o~: 12 gauge~ or better~ steel with bitu
mastic coating. The tank shall be set level ~n undisturbed
soil.The tank shall be coverecl with the equivalent o~ ~our
~:eet c~-~ soil.
2.3 The septic tank shall be installed a minimum of five
· f:eet Yrom the h(~use .~:<~undation and a minimum ~.F {:ive Yeet
frc)m the absorption area.
2.4. The sept:Lc tank shall be a minimum o'~ 100 feet from any
~ell serving a single residence; ~00 feet 'From any body o'F
wa'Ler~ creeks or drainage ditches wi'th flowing water; 150
~eet ~rom Class "C" we].Is~ and 200 '~eet ~rom Class A or
Class B wells.
2.5 All pipe connec'~.iens t~3 '~he tank shall be mechanical
watertight calder couplings. Cleanouts shall be installed
as des:i, gnated and capped with air-tight rain caps. Clean.-
outs shall extend a minimum o.~ 12 inches abc)ye ~:inal gr'c~und
elevat:i, or'~, Prc~visions sha].l be made for landscaping and
impc]rtat:[on i'f: tc~pso:i.l.
2.6 An eYfluen'[ pump syst. em shall be installed, either in
the septic tank or in a separate lift station tank. The
requirements o'F the Health department.
3.0 ABSORPTION FIELD
3. :1. Gravel used in the absorption Yield shall be 0.5 to 2.5
inch screened r~ck, with less than 3% passing the Nc). 200
3.2 Sand, used ¥or leveling or for f:i. ltering~ shall have an
e¥¥ective grain size between No,, 40 sieve and Nc]. 18 sieve.
Uni.Formity i::oe.~:f:~cien'~ shall be le~.:,s than 4. Not more than
5% [)y ~eight shall pass the'Nc). 200 sieve.
3.3 4-incll per.l:or.a,[ed p:i. pe shall be ASTM F'SJ.C). For pres-
sure distribution~ pipe shall be Sclnedule 40 PVC er ABS~
3.4. Sc)lid 4..'-inch pipe shall be C'ast Iron er ASTM D3034.
3.5 Monitor stanclpipes shall be installed as shown. That
sec'tion e'F t. he p:i.l:~m penetrating the gravel shall be per¥o-
rated~ either by drilling 0.5" holes on 6-inc:h (:enters ~r by
joining a section (;'~ FS10 perfl:~ra'[ed pile to a solicl section
o~: pipe.
3.6 Geo'~:e;.,'tile shall be M:ira-fi J. 40,,
2;.7 Insulati(an shall be extruded direct burial p¢)lystyrene.
Dow Chemical S'tyro~(]am HI 4.0.
Gpet::i.Fications .~:c)r septic
Lot 7A Vernon S/D
system installation
pg.2
3.8 T(]psoit shall be a mi;.~ture o¥ 40-6(}%
20-30% sand and more that 20% silt. All
measLired by velume.
organic matter ~
quantities are
3.9 Grass seed ehail be Kentucky bluegrass.
4.0 INSTALLATION
4. 1 Lc)cate all underground u'L:i, lities ~ preperty 1 ines ~
Yuture driw:-~ways~ e~isting er proposed water wells~ water
pends, and all other '~acilities requiring separation dis
tances ~rmm the pr'<~pesed septic system. I~c~ti~y Owner or
Engineer o¥ any observed pessible con~lict.
4.2 Stake alignment e¥ system with markers shewing the
pretective d:i. etanees ~rem ~el]l.s and water bodies.
4.Z~ Establish an elevatic~n benchmark. This BM shall be
easily ident:~fiable~ stable and permanent. An arbitrary
elevatic~n aY 1()0 c:an be assigned.
4.,4 Install the tank as sh(]wn on the drawings. Record the
inlet and c~utlet elevati(]ne o'F the tank. Tank shall be
[]l al:ed Ol"~ t. Jndi stur'l:]ed i]a'Ei ve E~:Ji 1 .
4.5 Excavate the al]serptimn ~:ie].d. Bettclm (~.~: e;.(cavation
shal:L be level and sc:ari~ied. I~ s'ide~alls smears~ they
ehall also be scarified. Record the elevation o.t: each c(~rner
and the center peint e.F the bed. Censtruc~ien equipment shall
n~t operate en the ~:loor o~ the excavation. Any material
cempac:ted by t. he operat.:i, on ef the construction equipment
ehall removed and replaced with uncc]mpacted materials,,
4.6 Place the. reck to the depth !specified. Do not contami-
nate rock w:i. th natiw~ materials er spoils .From the ex(::awa ....
tion. Level the r"ec:k sur,¢ace (.~ .... 1") befere installing the
perYerated pipe.
4..7 Ii"letall the distribut:[en pipe. Selvent weld the joints.
4.8 (];over'
i Ftsul ati en ~
tine clistribution pipe with roc:k, and cover the
with geotextile before back¥illir~g and placing
i'¢ required.
4.9 Record t. he ¥:i. nished greL{r]d elevation o~ each corner and
the center o¥ the bed.
4.10 Furnish a copy (::)~ all survey ne'l;es 'ti] the Engineer.
Speci~:i(::atiens -6or
Let: 7A Vernon S/D
septic system installation
pg.3
5.0 INSPECTIONS
5. 1 A minimum e¥ 'L:lnree inspectieqe are required. The
first inspec:tic]n will be o.~: the open excavation. At this
time the soil conditions will be observed and compared to
the design assumptions. Ground water conditions or preseoce
o'F bech'-ock will be verified.
The secood inspection will be a~ter placement o~
st:andp:i, pes~ d:i. etr'ibution piping~ tank(s) and other
oente as specified.
The t:h:[r'd inspectioo will be a~ter completion o~ the work.
Any de~:icieociee will be noted and the Contractor netified.
Such de¥iciencies shall be torres:ted within ten days.
5.2 All elec:trical work requires e:it. her an MOA electr'il--al
:L nspec:t i on or cer'ti f ic:ation by an licensed ~.~1 ectrici an.
Submi'[ proo-~ o¥ inspection or certification to the Engineer.
5.3 Submit catalog data o.F all mechanical equipment.
5.4. Nc)'[iYy Engineer at leas'[ 24 hours in advance o~ begin-
I'1i ng any wot k.
Speci¥icatione ~or septic system installation
Lot 7A Vernon S/D
pg. 4
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
~.4~_ ~-'/I NAA# ~, .,~c~ ~. ~,/-~
1. GENERAL INFORMATION
Complete legal description
Location (site.address or directions)
Property owner
Mailing address
Lending agency
Mailing address.
Day phone
Day phone
Agent
Address
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:
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
Pubtic sewer
NOTE:
If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
72*025 {Rev. 1/91) Front MOA #21
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 '~0/¢/~.-~ ~!
Phone
Address
Engineer's signature
DHHS SIGNATURE
~/~/__ Approved for //'~4~'- ~.~/~/~ bedrooms.
Disapproved.
Conditional approval for
bedrooms, with the following stipulations:
Additional Comments
By: 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 Municipality of Anchorage is not
responsible for errors or omissions in the professional engineer's work.
Legal Description:
Municipality of Anchorage
Department of Health & Human Services
HEALTH AUTHORITY APPROVAL CHECKLIST
A. WELL DATA
Well type ~'
Log present (Y/N) y
Total depth /~ /
Sanitary seal (Y/N) ~
If A, B, or C, attach ADEC letter. ADEC water system number
Date completed ~'/3 '~' ~ / Driller
Cased to ! ~ / Casing height
Wires properly protected (Y/N)
FROM WELL LOG
Date of test
Static water level ~'
Well flow
pump level ~'~
g.p.m.
SEPARATION DISTANCES FROM WELL TO:
Septic/holding tank on lot / G "7
AbSOrption field on lot / ~"
ATINSPECTION
; On adjacent lots
; On adjacent lots
//?-
Public sewer main
Sewer service line
WATER SAMPLE RESULTS:
Coliform f
Date of sample: , z./~ 7~/~ /
Nitrate
Public sewer manhole/cleanout
Petroleum tank
Collected by:
Other bacteria
Th/Tr.
B. SEPTIC/HOLDING TANK DATA
Date installed ~//~/'t (
Cleanouts (Y/N) y
High water alarm (Y/N)
Date of pumping
Tank size 1~,~0 Compartments
Foundation cleanout (Y/N) ./~/' Depression (Y/N)
[~//~- Alarm tested (Y/N)
h/,/~ Pumper ~'~/~
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO:
Well(s) on lot /~ 7
TO property line /~ ~
Surface water/drainage
On adjacent lots .'~ /~ Foundation
Absorption field ~ ''~ Water main/service line.
72-026 (Rev. 7/91) Front 't "' N. C'ONT NuED ON BACK PAGE
C. LIFT STATION
Date installed
Manufacturer
Size in gallons
Vent (Y/N)
High water alarm level
"Pump on" level at
Manhole/Access (Y/N)
. "Pump off" level at
Cycles tested
Meets MQA electrical codes (Y/N)
SEPARATION DISTANCE FROM LIFT STATION TO:
Well on lot
On adjacent lots
Surface water
D. ABSORPTION FIELD DATA
Date installed
Length /'/O Width
Total absorption area
Depression over field (Y/N)
Results (pass/fail)
Peroxide treatment (past 12 months) (Y/N)
Soil rating ¢
Gravel thickness
¢ ¢?~¢f// System type
z/.
Total depth
Cleanouts present (Y/N)
Date of adequacy test
for Z~./ bedrooms
If yes, give date
SEPARATION DISTANCE FROM ABSORPTION FIELD TO:
Well on lot / ~ ~ On adjacent lots )/~
To building foundation ~' ~
On adjacent lots
Surface water
Curtain drain _
Property line
Cutbank
To existing or abandoned system on lot
t~_ /dip Water main/service line
Driveway, parking/vehicle storage area
E, ENGINEER'S CERTIFICATION
I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the d~te of this inspection.
Engineers Name
Date 0///~ ~/~ ~?,~
HAA Fee $
Date of Payment
Receipt Number
72-026 (Re¥. 3/91) Bsck MOA
Waiver Fee: $
Date of Payment
Receipt Number
CHEMICAL & GEOLOGICAL LABORATORY
A DIVISION OF COMMERCIAL TESTING & ENGINEERING CO.
~633 B STREET ANCHORAGE, ALASKA 99518 TELEPHONE (907) 562-2343 FAX: (907) 561-5301
ANALYSIS RESOLES for INVOICE t 4i291
Chemlab Ref.t 91.675i Sample t $ Matrix: MATER
Client Sample ID : POTABLE L7A YERNON
PMSID : UA
Collected : DSC 23 91 @ 13:45 his.
Received : DEC 23 91 @ 14:45 his.
P~eserved with : AS REQUIRED
Client Name :TOBBEN SPURKLAND. P.E.
Client lout :TOBSENS
~POt : POt :NO~E RECEIVED
Req! :
Ozdered By :
Analysis Completed : DEC 27 91
Labo[atory Supe~vlsq[ :,~TSPIt~N C. EDE
Released By: ~ ~_ ~
Send Repozts to:
I)TOEBEN SPI~A~. P.E.
~)
Results Ur~ts Method lllo~able Limits
NITgATE-N 2.2 mCJ/1 EPA 353.2
Sample ROll, INS SAMPL~ COLLECTED BY: T. SPURKLAtlD.
Remarks:
1 Tests Performed * See Special Instructions Above UA-Unavailable
}ID= Rone Detected '* See Sample Rama[ks Above
NA- Not Analyzed LT-Less Then, OT-Oreater Than
IP~,~ SGS Member of the SGS Group (Soci~t~ GCn~rale de Surveillance)