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HomeMy WebLinkAboutRIVER VIEW ESTATES BLK 4 LT 1River View
Estates
Block 4
Lot 1
#050-721-10
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUMAN SERVICES /' O
Environmental Health Division
825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720
ON—SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Name DISTANCES
y/ U�r TO
Address SEPTIC ABSORPTION
FROMGWELL TANK FIELD
—eq
Phones) Permit No. No. of Bedrooms WELL
563- 3333Feaoal 3
LEGAL DESCRIPTION LOT LINE �� 6o I 6Q i
Lot Block Subdlvisign -
J y /1 e vcr r/, r 24),Cs FOUNDATION"3v / X 5 0' 3J'
Township, Range, Section
T
AS -BUILT DIAGRAM (Show locatwn of well, septic system, property lines, foundation,
driveway, water bodies, etc.)
TANKS
Dd SEPTIC ❑ HOLDING
Manufacturer Capacity in gallons
1-5 X /s,S t/ N XCSYJ',O -i
Material No. of Compartments
C_i � z• c ,� ,�>
TYPE OF SYSTEM
❑ TRENCH ❑ BED W. DRAIN ❑ OTHER
I,4p5 r4de-
Depth to pipe bottom from Total depth from original grade
original grade
/ FT /Jr S FT
Fill added above original grade Gravel depth beneath pipe
oZ FT '3,5' FT
Gravel length Gravel width
33 FT S FT
Total absorption area Distance between lines
3 O,S" 80 FT / S FT
Number oflines Soil rating Pipe material
/ / 3,z� SOFT Asim 3v3
Installer Dale Installed
/7e4 ✓ G✓rlr
hp, -;l //—/3 /F81p
WELLS
® PRIVATE �ki1r ❑ OTHER Odentitvi
Classification (A,B,C) I Total Depth I Cased to
FTI FT
I Installer I Date Installed:
I REMARKS: f " r 1t k _.
trp5r46Le of -.'� /X/r 7b L�XvJ/7%
,12q0/,4 Fie%/. O.Q rr/3uri4/ F4
(,y riot �i�✓�, L �eG� oni Garr-�er.�
4..,01 AFf-ei T4wK.
/ jop
A
rvd —
rr,-^e4 Inspections Performed by:
Eagle River Engineering Services
P. 0. Box 773294
°a1e Eagis River, AK 99577
y/rsJ&9 6945195
I certify That This inspection was performed according to all
Municipal and State guidelines in effect an [his date: !� i3/��
Wealth Department Approval: ..VL / ' 4 ���— Dale: G—
72-013 (3/85)
l4y�i
IF vz Je9'v� r
v
C o
0 AnoS€ os,,¢c:,po GGdoaoou cc e
A
t{R.e Louis ^,;otSo;era a _r
tr-,
qV
NO
WELLS
/ELL. AND SEPTIC SITE PLAN
EGAL+ LOT 1, BLK 4, RIVERVIEW ESTATES
OT 2
RIGHT DF WAY EXISTING LEACH FIELD ���+�+-
NEW t_EACH FIELD µ CLEANOUT
SCALE, V = 60'
WNER: H,U,D,
ONTRACTOR:N/A --
AGLE RIVER ENGINEERING SERVICES
O BX 773294 `
AGLE RIVER, AK. 99577 L »�
94-5195 �,;.�
SOILS LOG
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PERCOLATION
TEST
825 L. Street, Anchorage, Alaska 99501 264.4720
SOILS LOG — PERCOLATION TEST
PERFORMED FOR:�! G✓%� / %� DATE PERFORMED:
LEGAL DESCRIPTION:_ .2D /y / ��� y „ �y�/�y�L- "� -ST
dT SLOPE SITE PLAN
1 _
0
2 _
3 0
4 0
5 v
U.
6
7
8 / J
9
0
10
11
IT,
D/j6Q7✓/c
13 Wim'
14
g o0o0L v occos�, ucanc:-
15
o-,
r% snovun naa uu ue.......
16 -�
�?? `i `-
� o Louis A. 3otern
J , CE -o)36 a
17
oce oo aoeF r�,
p
W
18-
19
8
19
20
COMMENTS
WAS GROUND WATER S
ENCOUNTERED? A� L o S
O
IF YES, AT WHAT
DEPTH?
Reading
Date
Gross
Time
Net
Time
Depth to
Water
Net
Drop
Sou H
7
-7
/fie
PERCOLATION RATE ei- / (minutes/inch)
TEST RUN BETWEEN y FT AND S FT
S- GJ, Dry f, e1w i. L10'wd-r So, / S'tratce i Z= e'i' Ire Ne!
Eagle River Engineering Services
PERFORMED BY: 2 9 tax 773294 CERTIFIED BY:
Eagle River, AK 99577
694-5195
72-008 (6/79)
DATE: /9�.G
SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM
LEGAL: LOT 1, BLOCK Q, RIVERVIEW ESTATES
A. GENERAL
1. The well and Septic plan are for a single family residence only.
2. The drawing and or site plan shall be a part of this specification-
- All materials and workmanship shall meet the Anchorage Department of
Health and State Department Of Environmental Conservation require-
ments .
J.- All soil tests are advisory to the design and are to be verified or
modified in the field by the engineer.
5. F1ll excavation, and depths are advisory and are to be verified or
nlod:ified in the field by the contractor to meet. Municipality of
Anchoracle, Department of Environmental Conservation requirements.
E. It is the responsibility of the owner to obtain all necessary permits
or easements and to locate any adjacent multi -family wells.
7. -Tile excavation is to be exactly in the area Shown on the Site plan,
any deviation requires engineer approval.
0. It. is always recommended that a surveyor- locate the nearest lot line
Position and the location of any easements.
B_ DRAINFIELD
The dr.infield Is to follow the natural land contour to maintain
urufor[if total] depth of ths: trench bottom.
Tof the dra;nFlc:Id shal] be! le\,el, plums or minute 1.5
I l i s-)LLjI (ter)th c,f the dralnl-geld excavat) or; is not to exceed _1.S at
-i u r) 1, _
The sevi(-,r line is to be connected int;o the existing leach line to
al] effluent overflow t the up,_iraded leachfield.
Thr_- dre in-rield yr ✓el is to be oovered wit!I typar or fabric material
UI" i:Orllt?1nH t.Ion 0 x,011 and eXtruded board inSul-atlon to a depth
f 4 or eciuivr crit as f.o be placed over the drainfield.
TIu e_,.; 0vcr the dr r1nf I lei I to be ftn _=.h k_zradcd to prevent. pondlrig
of t c,;:= w�ltunof -
11:, and Ie, chfleld must not bc, closer than 100 c irtv
tj an -1 prlvwell. l50" to any Clasp. "G` wr�..11. or 200 feet to fly
(t nlnunl I v w l
RECOMMENDED LEACHFIELD DIMENSIONS �?
J.
.�
r 3
IJI .L-1L_EIJUIrI->
_� Ukrall'i LELl in,lDlli - _ - s..`""°°°°°`x'^� -J
P.
L -� _ L f �:nc r, 1L. .1 CYE^q L1a LC I'OI 1 uearoC,111 �l'1r e' � o'• a
***NOTE: ULD 1RENCH IS 10 EL TIED Ihd. CLEANOUT IS 10 BE PLACED BEFORE AND AFTER
TANK AND ON TANK. LINE FROM HOUSE TO TANK MUST BE SNAKED_ REPLACE
LINE IF BROKEN (INDICATE REPLACEMENT OF LINE AS SEPARATE AMOUNT ON
BI[r)_ INSULATION OVER TRENCH AND LINES IS REQUIRED.
,Pe.rmit 4: 32077"1
January 31, 1.983
TO: Permit Applicant
Subject: Lot 1 Block 4 River View Lstates Subdivision
A permit issued by this department for an individual well
and/or_ on-site sewer system has expired as of December 31,
1982.
Permits are issued on a calendar year basis, as stated on
the permit, by authority of Municipal Ordinance.
If you have drilled the well, a well. log needs to be sent
to this department for documentation of the installation
date and to close the permit.
If a private engineer inspected the installation of the
on-site sewer system, please have them send us the as--builts
for our files and documentation.
If there are any further questions, please cal]_ ti,.i_s office
at 264-1720.
Sincerely
Robert C. Pratt, R.S.
Acting Program Manager
Sewer and water Program
RCP/ljw
enc: Copy of Permit
SwP/0 57
PI1__J 1`4.1.fl�'L I—F-nL--L « " �-" " ""�=^" ^~~^`~ -_-- I ``'O-'-
DEPARTMENT pr HEALTH AND ENVIRONMENTAL �7OTECTION V
825 / STREET/ ANCHORAGE/ AK. 9L j1
264-4720
1.4 1= L_ L_ F1 r_4 EN �lr_-1 F:::, FZ �����I -r
PERMIT NO. ( 820777 )
APPLICANT JOHN L GROSS PO BOX 1161 E.R. 99577 694-9138
LOCATION LOT SIZE 999999 SQUARE FEET
LEGAL LIB4 RIVERVIEW EST
TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH
MAXIMUM NUMBER OF BEDROOMS = 3 SOIL RATING (SQ FT/BR)= 100
THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS:
::LC:-# �1=-�401_H� ::::�!5 U.-E'F`r"� IS
THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRHINFIELD.
THE DEPTH OF H TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE
GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET).
THERE IS NO SET WIDTH FOR TRENCHES.
THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE
AND THE BOTTOM OF THE EXCAVATION (IN FEET).
FR! E:_: 0 NJ I F.' E_ I::- f3 I=- F=)m I- I I::- -F " N K _�-- I = r-__ -1 kil 0 0 �" I L- (D P-4 �=`
PERMIT APPLICANT HAS
THE
RESPONSIBILITY TO INFORM
THIS DEPARTMENT DURING THE
INSTALLATION INSPECTIONS
OF ANY WELLS ADJACENT TO
THIS PROPERTY AND THE
NUMBER OF RESIDENCES
THAT
THE WELL WILL SERVE.
744�� ��> ������������� ��� ����������
BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS
DEPARTMENT WILL BE SUBJECT TO PROSECUTION.
MINIMUM DISTANCE BETWEEN H WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS
100 FEET FOR H PRIVATE WELL OR 150 TO 200 FEET FROM H PUBLIC WELL DEPENDING
UPON THE TYPE OF PUBLIC WELL
MINIMUM DISTANCE FROM H PRIVATE WELL TO 0 PRIVATE SEWER LINE IS 25 FEET AND
TO H COMMUNITY SEWER LINE IS 75 FEET.
WELL LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN 30 DAYS
OF THE WELL COMPLETION.
OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE
AVAILABLE TO INSURE PROPER INSTALLATION.
F-� M I _T_ E� E=�
I CERTIFY THAT
:1: I HM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS
FORTH BY THE MUNICIPALITY OF ANCHORAGE.
2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES.
]` I UNDERSTAND THAT THE ON~ -SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT
RESIDENCE IS REMODELED TO INCLUDE MORE THAN ] BEDROOMS.
WED:L A�
7�- - -__-~- - - ---- - - - -
(APPLICANT JOHN L GROSS
(�
.�
'
ISSUED BY
SET
IF THE
V4L 0
MUNICIPALITY OF ANCHORAGE �My� Pe—pr7 Lj CP
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
®
ENVIRONMENTAL ENGINEERING DIVISION F� /
"T
825 L Street - Anchorage, Alaska 99501
Telephone 264-4720�����
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR
WELL INSPECTION REPORT
NAME Y
.�
PHONE
❑UPGRADE
MAILING ADDRESSg�f-
(Xa
LEGADESCRIPTIOpN
L ///7 / ,✓
LOCATION
�21 d(5-
NO. OF BEDROOMS
Uy
DISTANCE TO:
Well J
!
Absorption area/
/
Dwel ing
,J�DC,m „ C / -
PERMITNO
&16t Ll 9
Material
No, of compartments
H Z
Manufacturer /1
a Q
—�
wF
v'
Liq. rapacity in gallons
IF HOMEMADE:
Inside length
Width
Liquid depth
a a Y
DISTANCE TO:
Well
Dwelling
PERMIT NO.
O Z Q
Manufacturer
Material
Liquid capacity in gallons
p
w y
DISTANCE T0:
Well
l ©+�
F.o4indation
tNn ., [t�G+
Nearest lot line f
��:�J L%
PERMIT NO.
J u. Z
No. of lines
Length of each line
Total le y h,of lines
Trenc idth
inches
Distance between lines
Z w
r a H
Top of ti to finish grade/ /
Matena beneath rile
/�
6p inches
Total effective bsorption area
%
/ � /—/�-�L�� —
Length Width
Depth
PERMIT NO.
w
0
Q I-
Type of crib Crib diameter
Crib depth
Total effective absorption area
P
a
w
w
w
Well
Building foundation
Nearest lot line
DISTANCE TO:
Class Depth
Driller
Distance to lot line
PERMIT NO.
J
w
Building foundation
Sewer line
Septic tank
Absorption area(s)
DISTANCE TO:
OTHER
PI MATERIA
SOIL TEST RATING
INSTA LER
R RKS
� /�/Y` l'f" /,J�� � nfL•:"L] V �t/ LS r]� i�J6- �1 �--
IS© rt (Gasl �`/•� - CKJ11Y7 lJ1e` I'�l�L/
L,65_A)&r'9r-)
Y
1rM
APPROVED DATE
�e16 ��
LEGAL
��
��r✓�,��zr�
s�f�
l u� �/ ��
/
70 niI[Dn Z1791
d-` R @° A 1 C::1C F ° 9`":V I_. 1: "IF `r' C# A — 019 P -°d w_ V-1 Y _w [ a ° �_l 1--i
HEALTH F1t'D Et. -k IF?:NIIENTFiL ow rEC:TII:*4
C�25 `L.' :ETRE ET: hiNC:HI:Ir:AGE: FiK. 1::19,_.o1
264-4720
w_ yw d"•„y ..._._ °� ;, I 'Y Er- =� t: ` 1 ^. N h. - Fzi” F.- kms.. t �? 1'°`B Y Y`
F'E:fa''1I:`f r•ll:�, r: _;��iii'a:.a.� � ;�
AF'F"1._t:CAhIT .3I11 h•'IF44WLL-, _804 WILSC.'IN WAY :94
U:IC::ATICIN F.P.IEft'v'IE:1.4 [::)E::.
LF C NII._ LOT 1 EILF-: RIVER,IE[.J ESTATES LUT 12E �cl�'4Wa!�IF•_i I!UA E FEET
I -IF: I:I :C E_ ABSCIF:F'`r i I:Ir•a SYSTEt l I S : TRE61CH
t IFi,<; I I''II_Ih1 11U11E,ER OF BE:['.,,R iC)1,elS •"- 3 ..'CI I L F:f I`r I r`JCi w I! F'T, 'EF::7
TFIE F:EI !I._1I F•::EC: SIZE E: CIF THE SOIL ABSW[°'F'T I CIN '!,Y'STEI'l I S :
.3 3' 2 4 C -I'
_ °
IF.;:■ k= F" 7" :.:��; �„ L_ tl-�: &"••S Y_. � Y"' �.�.A �.:�. WFS,. Vila ("i f�-"° tl =� " o°" k= fl._ ��:� IE; ��•° -b"_ 9•-E �� „�..
THE LEN131"FI C.iIr'IE 1'-JSICIt•1 IS THE LF;.rd13n-I (IN FEET) OF THE •TREr'aIWH OFF'. C>F:ADIFIELD.
`"HE ClE :f"'•1"E•1 t_II.. A TRE N F1 OR P I `I` 15 THE DISTANCE BETWEEN THE SURFACE OF THE
GF`'(',*JU C, FIND THE: BOTTOM OF THE E ;ID HVFIT 101'•4 -" I N FE:E'r
THEF".E: IS k1O SEF b.II[;'fH FOR TRENCHES.
THE (IF.FIVEL DEPTH IS THE: [I.T.N1111..II''1 DEPTH OF GF:H'v'EE.. BETWEEN THE OUTFALL F'IF'E
Fil'•,ID THE E.017CIrI CIF THE r,>;C:FiVATION Ira FEET).
fl : w'g 9__u 1E [I, :° @ :: �W w p.�„...:IL Y�= `Y-il r .� { _ A w
_...
f'fE:f:C'Il:l fIF'F'L..IC:FII'dl” Fins 'rHE TO INFOW-1 THIS DEPARTMENT DURING '1"FIE
1: I'd'W; 1 I :IL..1._Fi"r I Cera INS F'E'C:T I CTed',; CIF ANN.' WELL'S FIC;. f)C:ENT TO THIS. F'F::CIF'EF:T'r, Ahic. THE
I'dI_IME,E:F' C F7 RESIDENCES THAT THE F•IEL.L WILL SERVE.
d.,.
K- 0 w; ; I,
C-- -T.1 0 P -A • V�� Fw-� rte° EE
F.° F—:-- AA
BAC'KFI:I..I._If-I i CSF'
Pied','
S'•r''STE[l wI1'HCiI "r FINAL Ir1,_:3FECTIOt•,I AND
HF'WF<i:lVAL
BY THI:='.
DEF'1'iF`1"[lEI'fr I•d I u_
EIE;
:I IF�UE C T TO PROSECUTION.
M I r,I I MUll C) I STFIr• i -M BE:TF•IE E.r•d A IdELL AND ANY CIN -SITE SEWAGE DISPOSAL SY STEI''1 I -S
:11`it i FEET FOR A F'F: D FITS: WELL OF." TO 200 FEEL" FROM N PUBLIC FdELL DE. PF—.'h1D T NC1,
I_IF'ON TFIE: T'1 PE_ OF PUBLIC WELL.
I'IIr,IIi''1LItl D1: ;TANC:E FROM Fi F'M:I', 9TE WELL. TO A PRIVATE _=EWER LINE? IS 25 FEET At -.1D
I,0 A I:C'Il,llf1Uh1IT%' SEWER LINE IS, '5 FEET.
UTHE"f : F::EG?LJ:f. F :Ef1E:1',ITS MAY AF'F'L'•r'. SPECIFICATIONS MID IW CTed:. T F:I_IC:1"ION D I t113E~•:I=iNS ARE
Fi',N1ILFIEcLE: To INSUFM F'F.'OPER INSTALLATION.
K=" lr 6w- E: -.a:--'■ A-' +I : C-1
I C:EP,,,r I FY ri-vi"f
::L : I All FF�IM I L I FiR WITH THE I? EG"W I REME::t••1`S F C'IR ON --S I `r E. SEI•,dER.--; At -ID WELL:::, AS SET
FC-IRTF-1 E' -r' T+ -1E_ 11UPI DD I F'FIL.. I TY OF Fir•dC HOIRAGE.
:Et•d'STFILL THE =Y ST'EWt'I IN FIC:C:I:IF;DFIr•CE WITH THE: C:CIDE3.
I LIr+IC: Er ::. rl-lydc� TFIA,r `r1AE Ot,l- E_S I TE'4� SEWE F'. c 4''sTEM MAY F:'EC!l.I I F:E. EI',IL.FIt :13E t lEtd`I' 1: F THEFZE'.:;IDE NC:E' I': RE:N IDELEC:, TCI INCLUDE MORE THAN 3 BEDROOMS.
""' L. "A, . _! I t'1 1
A � M5 �y r�
I W,',!_IEr; B1,`..,_ _.Jz a� ,
____DATE._.Q..��✓L� ,�, C.,
® & E ENG- NEERING & DEVEL O, i ENT CO.
Box 90, Davis St., Eagle River, Alaska 99577
694-2774 or 688-2280
Ltussell Oyster
6942774
Performed for: N
SOIL LOG
!a- --cl f,417 4,04 ,-" `?
Mailing Address:
Legal Description:
Depth (feet) Soil Characteristics
0
Ab
3
4 (Zp rJ�c_ eU -1-4�
6
Earl Lille
688-228o
Tel. No.'2 -7 ?" - 2- 4/4/
179'03
12
13
14
15
16
PLOT PLAN
AbO, At, i Ail /0,r
PERC. TFSY
- - --
Ground Water Encountered: Yes " No If `yes, what depth
Proposed Installation: Seepage Pit Drain Field �!
Comments:
Performed by: � �'` s' � � ����� Date: a
I''I I N *.( l''II..II''I DISTANCE B TWEENJ A WELL FIND ANY OPI--S I TE SE:WAi3E SYSTEM IS
:LOC'i FE:E:T FOR A PRIVATE WELL. is R :L50 '(O w:4: 0 FEET FROM A PUBLIC WELI... DEF•'E N E',
E'G
l..IF'C�Nd THE: T', -'PE OF PUBLIC b.IE:L.L.
I''17:I'•d11''ILIN'1 I!:G:w'I"AN,ICE: FROM A F'F:IVATE WELL TCi A 1='F:I'v'ATE SM.IEF:: LINE IS 25 FEET AND
TO A ( Cil''ll''IUNdITY ';EWEF',' LINE IS 7`5 FEET.
WELL LOCIG ARE F.'E:MYERED ANCd t'U_i'ST BE. F:E`FUF:tdEE:, TO THE DEPARTMENT 14ITH.I.Nd 3:0 Cif"Ti'S
CIF. `I"HE WELL COMPLETION.
"RUCTION Od GT3FAI1W ARE"
OTHEF: REQUIREMENTS I''1A',•' FIFFL.FCNS
TO INSURE f-'F,OPER I Nd TALLFIT ]:Or•,I.
1`-',, KE :1 w 1' 1"'1 :1 _�... E-• _; N " 'T lf�=° IE : ,, { "N FE a = � . {''I I � �
I C G F. T I F'•r' "I'VIA'f
1.: I F9h1 FAM I I._ I F9t WITH THE F:EOU I F:EN9Er•d` S FOR CIN—SITE SEWEF:`. AtdC: WELLS.; A SET
'I"HE: r'll_ N I C I Ff L. I rr, OF AN C:HOR (IGE.
I WILL. INd'STAL.L. Ti*' _-i'r"STEt'1 IN Fig: COF-'.Dj-IN CE WITH THE CODES.
FIf"'f' t ANTh�td GiF.'.Oss
V4. 0
7`0
0 Y' 1 Y 'Y 1"-4 -11-
tl F ° Y=Y tl_:n E—
CE::f='FIF:1"I''1Ehdl"
.•r HEALTH
AND EN-P)IRON MENdTAL
rROTECTIONd
82-r_i
'L' STREET,
ANC:f•dOf=ACiE., AK. 9950:1
i '6 4_472 0
F'E::F N'IJ.
NO. :; 800z�
Af='1='L.I t ANT
JOHN i*FCr. S
E,O,X' :9.161 E. R.
1. ON
P' I'0 ER ', I EW DR.
I._FD:AL.
I_ :1. Bk:: 4 RIVER
'MEW EST.
LOT
SIZE ri 'c_1, -,W, SQUARE FEET
I''I I N *.( l''II..II''I DISTANCE B TWEENJ A WELL FIND ANY OPI--S I TE SE:WAi3E SYSTEM IS
:LOC'i FE:E:T FOR A PRIVATE WELL. is R :L50 '(O w:4: 0 FEET FROM A PUBLIC WELI... DEF•'E N E',
E'G
l..IF'C�Nd THE: T', -'PE OF PUBLIC b.IE:L.L.
I''17:I'•d11''ILIN'1 I!:G:w'I"AN,ICE: FROM A F'F:IVATE WELL TCi A 1='F:I'v'ATE SM.IEF:: LINE IS 25 FEET AND
TO A ( Cil''ll''IUNdITY ';EWEF',' LINE IS 7`5 FEET.
WELL LOCIG ARE F.'E:MYERED ANCd t'U_i'ST BE. F:E`FUF:tdEE:, TO THE DEPARTMENT 14ITH.I.Nd 3:0 Cif"Ti'S
CIF. `I"HE WELL COMPLETION.
"RUCTION Od GT3FAI1W ARE"
OTHEF: REQUIREMENTS I''1A',•' FIFFL.FCNS
TO INSURE f-'F,OPER I Nd TALLFIT ]:Or•,I.
1`-',, KE :1 w 1' 1"'1 :1 _�... E-• _; N " 'T lf�=° IE : ,, { "N FE a = � . {''I I � �
I C G F. T I F'•r' "I'VIA'f
1.: I F9h1 FAM I I._ I F9t WITH THE F:EOU I F:EN9Er•d` S FOR CIN—SITE SEWEF:`. AtdC: WELLS.; A SET
'I"HE: r'll_ N I C I Ff L. I rr, OF AN C:HOR (IGE.
I WILL. INd'STAL.L. Ti*' _-i'r"STEt'1 IN Fig: COF-'.Dj-IN CE WITH THE CODES.
FIf"'f' t ANTh�td GiF.'.Oss
V4. 0
Jolln Gross,
Dox 1161
c1C}1.C: rdverj Alanlra 119577
fSubj (,-'ct . porndlf..
1j pormil-, is'silocl 'by tlii,3, ,:or well. aivl/or on—;:U�O-
S I 'L BI _ A ck River view Estates
e"'Yer (ml Lot, . fl I �--
suDdivislon han, wcpired� since th,kr;,111-10
NTO . t . i �!l i. - - J. t1w 'r
j 'All tPlan to instal- well
!,-,ower wisbnifti, a liew permit is The Ori( lunztl,
J
1)(A], tort taav br: to) Obtaill cl o-urrnrit pnrfA-�,
a wo-.)J. 1('jg r;hou:W be sent
etnpartmonv, to
Y�j ym hF.-nye any clam.,tialusq recrarclingi the albovn matter,
plc,arw, con-Ulut. thi-H ol:'fice iiiynm�dial--ely at, 20-11-4790.
oinc
"--nior
Municipality of Anc
On -Site Water and Wastewater
(907)343-7904
CERTIFICATE OF ON-SITE SYSTEMS
1 8 9 70 17 --
Y
SEP J 0 201' lit
ILI
Parcel I.D. OSo — 72 tL 1 O Expiration Date: 1? —17-1
1. GENERAL INFORMATION
Complete legal description River View Estates Block 4 Lot 1
Location (site address) 21220 River View Drive, Eagle River, AK
Current Property owner(s) Foshaug, Joseph Day phone 865-6566
Mailing address same
Real Estate Agent, Matt Dimmick Day phone 865-6566
2. TYPE OF DWELLING:
® Single Family (w/wo ADU)
❑ Duplex
❑ Multiple Dwellings (Single Family and/or Duplex)
3. NUMBER OF BEDROOMS: 3
4. TYPE OF WATER SUPPLY:
Individual Well
Individual Water Storage
Community Class C Well
Public Water System
TYPE OF WASTEWATER DISPOSAL:
®
Individual
❑
Holding Tank
❑
❑
Community
❑
❑
Public Sewer
❑
Received by:Date: 7 /f
COSA to be released to the engineer, unless otherwise requested by the engineer.
COSA Fee $ 62-(0
Date of Payment
Receipt Number 61..5_5'5�
Date:
Date of
Receipt Number
COSA # DSAS 1 $DO Waiver #
5. STATEMENT O ION 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.
Name of Firm NorthRim Engineering Phone -694-7028
Address PO Box 770724, Eagle River
Engineer's Printed Name Steve Eng Date
7 4
6. DSD SIGNATURE '
System #1 Approved for _ bedrooms. ,,,,. Vv.
System #2 Approved for bedrooms. �F rid., tt na
�Fa Y�l7�lf•1�,�
Disapproved. p qvi: Si.::.ty
Conditional approval for bedrooms, with the following. stipulations:
By: Original Certificate Date: 7 /�
The Municipality of Anchorage Devlopment 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 Nitrate Advisory
Septic System Advisory Arsenic Advisory
Well Flow Advisory Other
COSAblueshee[ 9-0-02Aoc
If more than 1 septic systemis on the lot:
COSA Checklist # of
Structure ?served b'y this system
Certificate of On -Site Systems Approval Checklist
Legal Description: Urz �/E�1.rJ �T�6J' BL/ [. ! Parcel ID:OSO 72! JO
A. WELL DATA
Well type J_ If A, B, or C provide PWS ID # Well Log (Y/N)
Date completed 7 7/90 Sanitary seal (YIN) ( � Wires properly protected (YIN)
Total depth 88 ft. Cased to —1—eft.. Casing height (above ground) min.
Date of test.
Static water level
Well production
FROM. WELL LOG
7/7/ot-6
46� ft.
0. 51- g.p.m.
WATER SAMPLE RESULTS:
Coliform _colonies/100 mL Nitrate 2. P 7 mg/L
Arsenic A10 ug/L Date of sample; it
B. SEPTICIHOLDING TANK DATA
AT INSPECTION
Z /5
� ft.
g.p.m.
Collected by:
Tank Type/Material _SEATTFr L Date installed T��d
Tank size /006 gal.. Number of Compartments 2 Cleanouts (YIN)
Foundation cleanout (YIN) Depression over tank (Y//N) Al High water alarm (YIN) A/
Date of pumping Pumper 3?21t+
C. ABSORPTION FIELD DATA
Date installed 1'3 • V Soil rating (g.p.d.tft2 or ft2/bdrm) / 3 c System type
Leith, 4!/ ft. rt Width 3 S ft. Gravel below pipe S 3 S ft.
T a(c{2pth 1.ft. EfF' orption area /0 JASftZ Monitoring tube _ °* Depression over field -4/
Date of adequacy test �'f' �S Results (Pass/Fail) P For bedrooms
Fluid depth in absorption field,before test ' _ in. Water added e--/50 gal. New depth?? in.
Elapsed Time: 3 19 min. Final fluid depth 0_ in. Absorption rate >= 50 g.p.d.
Any rejuvenation treatment (past 12 mo.) (Y/N & type) 141 If yes, give date
D. LIFT STATION VA
Date installed Size in gallons Manhole/Access (Y/N)
"Pump on" level at in. "Pump off" level at in. High water alarm level at in.
Datum Cycles tested Meets alarm & circuit requirements?
E. SEPARATION DISTANCES
WELL ON LOT TO:
Septic tank/lift station on lot %b110 W On adjacent lots /1J0 r
Absorption field on lot 9 6 On adjacent lots Zaa �f-
Public sewer main A4 Public sewer manholelcleanout f 0 O
Sewer /septic lineZ S `l Holding tank �4CJ00 �f
Animal containment areas �(� rf Manure/animal excrete storage areas l CJG �t
SEPTIC/HOLDING TANK ON LOT TO:
r
Building foundation -f Property line / d -- Absorption field J� F
r
Water main r!} Water service line / O �"f Surface water r 0Cl f
Wells on adjacent lots
ABSORPTION FIELD ON LOT TO:
Property line Building foundation /o '+` Water main /Q �-f-
Water Service line /0 r� Surface water Ia0 rr. Driveway, parking/vehicle storage CJ Kfi'
Curtain drain 6 Wells on adjacent lots o
F. COMMENTS
G. ENGINEER'S CERTIFICATION
I certify that l 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.
Engineer's Printed Name SD�;t/F 4AJ E
Date
COSA yellow sheet_2-6-15.doc
Municipality of Anchorage
• Development Services Department
Building Safety Division
On -Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.org/onsite
(907)343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D. 050-721-10 COSA #®Sn, / a/ /�/�
Expiration Date: 6 __ zj„
1. GENERAL INFORMATION
Complete legal description River View Estates Block 4 Lot 1
Location (site address) 21220 River View Drive, River View Drive, Eagle River AK 99577River AK 99577
Current Property owner(s) Brown Jennifer & Allan Day phone 244-1930
Mailing address same
Lending agency
Mailing address
Real Estate Agent
Mailing Address
Day phone
Cindy Wilson Day phone 244-1930
RE/MAX of Eagle River
Unless otherwise requested, COSA will be held by DSD for pickup.
2, NUMBER OF BEDROOMS:
3
-__3.. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Individual Well
®
Individual On-site
Individual Water Storage
❑
Individual Holding Tank
❑
Community Class Well
❑
Community On-site
❑
Public Water System
❑
Public Sewer
❑
The Municipality of Anchorage Development Services Department (DSD) issues Certificates of On -Site Systems
Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil
engineer registered in the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer of
title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water
supply system. DSD also issues COSAs upon request to homeowners. Certificates of On -Site Systems Approval
are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued
with new water sample results. (Certificates may be reissued for a period of up to one year with valid water
samples.) Certificates are valid for one year for properties 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.
4. 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.
Name of Firm NorthRim Engineering Phone 694-7028
Address PO Box 770724 Eagle River
Engineer's Printed Name Steve Eng Date 7/30/2012
Engineer's Comments: This investigation was completed in compliance with ADEC and MOA regulations. 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 inland use, local soil characteristics, groundwater levels that may fluctuate during the year and the
water usage of the family being served by the system. The operational life of all well and septic systems are
subject to these various and dynamic characteristics and are outside the control of I
evaluator of the well and septic system.
5. DSD SIGNATURE
Z Approved for 3 bedrooms.
Disapproved.
Conditional approval for bedrooms, with the following
Attachments:
COSA Checklist X
Septic System Advisory
Well Flow Advisory
Nitrate Advisory
Arsenic Advisory
Maintenance Agreements
Supplemental Engineer's Report
Other
WATER
By. Original Certificate Date: e3 - l
(Rev. 11105) 61
Municipality of Anchorage o p E
• Development Services Department
Building Safety Division
On -Site Water & Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.org/onsite
(907)343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST
Legal Description: River View Estates, Block 4 Lot 1 Parcel ID: 050-721-10
A. WELL DATA- Public Water
Well type P If A, B, or C provide PWSID # _ Well Log (YIN) Y
Date completed 7/7/80 Sanitary seal (Y/N) Y Wires properly protected (YIN) Y
Total depth 88 ft.
Cased to 88 ft.
FROM WELL LOG
Date of test
7/7/80
Static water level
6 ft.
Well production
0.5+ g.p.m.
WATER SAMPLE RESULTS:
Coliform Pass colonies/100ml- Nitrate 0.61 mg/L
Casing height (above ground) 12 in.
AT INSPECTION
7127112
ft.
Arsenic: 0.44 ug/I Date of sample: 7/17/12 Collected by: nr
B. SEPTIC/HOLDING TANK DATA
Tank Type/Material Septic/Steel Date installed 80 Tank size 1000 gal.
Number of Compartments 2 Cleanouts (Y/N) Y Foundation cleanout (Y/N) Y Depression over tank (Y/N) N
High water alarm (YIN) N Date of pumping Z_/_?b Z Pumper Z s
C. ABSORPTION FIELD DATA
Date installed 80188 Soil rating (g.p.d./1t2 or ft2/bdrm)138 System type trench
Length 41/33 ft. Width 315 ft. Gravel below pipe 3.5 ft. Total depth 817 ft.
Eff. absorption area 410/305 ft2 Monitoring tube Y Depression over field N
Date of adequacy test 7127112 Results (Pass/Fail) Pass For 3 bedrooms
Fluid depth in absorption field before test 3 in. Water added 450 gal. New depth 15 in.
Elapsed Time: 60 min. Final fluid depth 3 in. Absorption rate > 450 g.p.d.
Any rejuvenation treatment (past 12 mo.) (Y/N & type) unknown If yes, give date =
D. LIFT STATION
Date installed na Size in gallons na Manhole/Access (Y/N) na
"Pump on" level at na in. "Pump off' level at na in. High water alarm level at na in.
Datum na Cycles tested
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot 96' "
Absorption field on lot 96' *
Public sewer main NA
Sewer /septic service line 25'+
Animal containment areas 50'+
Meets alarm & circuit requirements? na
On adjacent lots 100'+
On adjacent lots 100'+
Public sewer manhole/cleanout NA
Holding tank na
Manure/animal excrete storage areas 100'+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5'+ Property line 10' Absorption field 5'+
Water main 10'+ Water service line 101+ Surface water 100'+
Wells on adjacent lots 100'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 101+ Building foundation 10'+ Water main na
Water Service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+
Curtain drain n/a Wells on adjacent lots 100'+
F. COMMENTS
Waiver
G. ENGINEER'S CERTIFICATION �F.lR t 4 %%li
@ °•• b
I certify that 1 have determined through field inspections anda°.ft
review of Municipal records that the above systems are in ® . 4`3
conformance with MOA COSA guidelines in effect on this date. 0•"
Engineer's Printed Name Steve End gt®„$AgPE 56
Date 7/30/2012®4�sr''�• "73a��a "`
COSA Fee $490.00
Date of Payment -4131119, l /�
Receipt Number G 15350
(Rev. 11/05)
Waiver Fee $
Date of Payment
Receipt Number
f
Municipality of Anchorage
• "` Development Services Department
Building Safety Division
On -Site Water & Wastewater Program W
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907) 343-7904
CERTIFICATE OF HEALTH AUTHORITY APPROVAL
FOR A SINGLE FAMILY DWELLING
qjftParcel I.D. 050-721-10 HAA# 7717 -t7
1. GENERAL INFORMATION
Expiration Date: z - '-� - C% 3
Complete legal description RIVERVIEW ESTATES SUBDIVISION: LOT 1, BLOCK 4,
Location (site address or directions) 6700 WATERFALL DRIVE ' EAGLE RIVER, AK 99577
Current Property owner(s) STEVEN CRISWELL Day phone 694-3087
Mailing address 6700 WATERFALL DRIVE • EAGLE RIVER, AK 99577
Lending agency Day phone
Mailing address
Real Estate Agent EVA LOKEN w/ PRUDENTIAL VISTA Day phone 689-6476
Mailing address 16635 CENTERFIELD DRIVE • EAGLE RIVER, AK 99577
Unless otherwise requested, HAA will be held by DSD for pickup.
2. NUMBER OF BEDROOMS: 3
3. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Individual Well
®
Individual On-site
a
Individual Water Storage
❑
Individual Holding lank
❑
Community Class Well
❑
Community On-site
❑
Public Water System
❑
Public Sewer
❑
The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority
Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil
engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer
of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or
water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority
Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may
be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid
water samples.) Certificates are valid for one year for properties 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 engineers
work.
Note: Alaska Water and Wastewater Consultants, Inc. shall be paid $ at, or prior
to closing for the engineering services provided.
4. 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 Health Authority 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. /further venfy that based on the
information obtained from the Municipality of Anchorage riles 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.
Name of Firm ALASKA WATER & WASTEWATER CONSULTANTS, INC. Phone 337-6179
Address 6901 DEBARR ROAD, SUITE 2B • ANCHORAGE, AK 99504 a
Engineer's Printed Name JEFFREY A. GARNESS, P.E. Date 10 /17�/c
Engineer's Comments:
In conducting this evaluation, AKWWC. Inc. attempted to provide a thorough,
conscientious engineering analysis of the system in accordance with ADEC and MOA
DSD Guidelines E Regulations. The reported results described the performance of the
system under the conditions encountered at the time of the test, and separation
distances measured to readily identifiable features. The operational life of all wells and
septic systems depend on the local soils condition, groundwater levels that may
fluctuate during the year, and the water usage of the family being served by the system.
These conditions are outside the control of the evaluator of the system. Satisfactory test
results do not guarantee future performance of the system, nor do they guarantee that
there are no hidden defects or encroachments. AKWWC, Inc. can therefore not provide
any warranty or future estimate of how long the system will continue to meet the
operational requirements of the ADEC or MOA DSD. The content of this report is for
the sole benefit of the owner listed above. Any reliance upon or use of this report by any
otherperson or party is not authorized, nor will it confer any legal right whatsoever.
5. DSD SIGNATURE
Approved for ? bedrooms.
Disapproved.
Conditional approval for
Attachments:
HAA Checklist
Septic System Advisory
Well Flow Advisory
'4
IR". 12 M1)
bedrooms, with the fllowing stipulations:
Manitenance Agreements
OF.4
y0��
ON-SITE :��=
WATER AND Rt=
WASTFWATc:R
PROGRAM
Supplemental Engineer's Reort JJ'l� Vile,
Other
Original Certificate Date: / ll – 4�" C :2—
I
9
i
I
Municipality of Anchorage
• Development Services Department
Building Safety Division
OnSke Water & Wastewater Program
4700 South Bragaw SL
P.O. Box 198850 Anchorage, AK 995196850
www.d.anchorsge.sk.us
(907)343-7904
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: RIVERVIEW ESTATES S/D; LOT 1, BLOCK 4, Parcel ID: 050-721-10
A. WELL DATA
Well type PRIVATE
Date completed 7/7/80
Total depth 88 ft.
If A, B, or C provide PWSID# N/A Well Log (Y/N) YES
Sanitary seal (YIN) YES Wires properly protected (YIN) YES
Cased to --LB—ft. Casing height (above ground) 12+ in.
FROM WELL LOG
Date of test 7/7/80
Static water level 6 ft.
AT INSPECTION
7/1/02
23 ft.
Well production 0.5+ g,p,m, 6.3+ g,p,m,
WATER SAMPLE RESULTS:
Coliform 0 oolonies/100 ml. Nitrate 0.549 mgJL. Other bacteria 0 colonies/100 ml.
Arsenic: 0.002 mg./L. Date of sample: 8/7/2002 Collected by: AKWWC, INC.
B. SEPTIC/HOLDING TANK DATA *FOUNDATION CLEANOUT IN CRAWLSPACE
Tank Type/Material STEEL Date Installed 8/5/80
Tank size 1000 gal. Number of Compartments 3 Cleanouts (Y/N) YES
Foundation cleanout (YIN) *YES Depression over tank (YM) NO High water alarm (YM) N/A
Date of pumping 9/25/2002 Pumper JR'S PUMPING
C. ABSORPTION FIELD DATA **TESTED 1980 TRENCH
Date installed 1080/1e88 Soil rating (g.p.dJft'ort� 138 System type TRENCH
Length 41 1980/33 1988 ft. Width 30/5 ft. Gravel below pipe 5/3.5 ft.
Total depth 6/7.25 ft. Eff. absorption area 410/a0s fe Monitoring tube YES Depression over field NO
Date of adequacy test 8/6/02 Results (Pass/Fail) PASS For 3 bedrooms
Fluid depth in absorption field before test DRY in. Water added"s13gal. New depth 34 in.
Elapsed Time: 970 min. Final fluid depth 3 in. Absorption rate >= 450+ g.p,d,
Any rejuvenation treatment (past 12 mo.) (YIN & type) NONE KNOWN If yes, give date –
Y
i
i
D. LIFT STATION
Date installed Size in gallons
Manhole/Accp— (Y/IJ)
"Pump on" level at _in. "Pump ofr IF --I of _in.
High water alar level at in.
Datum - Cycles tested
Meets alar & circuit requirements?
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
*SEE ATTACHED WAIVER PACKAGE
Septic tankAlft station on lot •96'
On adjacent lots 100'+
Absorption field on lot '96'
On adjacent lots 100'+
Public sewer main N/A
Public sewer manhole/deanout N/A
Sewer /septic service line 25'+
Holding tank N/A
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5'+ Property line
5'+ Absorption field 5'+
Water main N/A Water service line
10'+ Surface water 100'+
Wells on adjacent lots 100'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line 10'+ Building foundation
10'+ Water main N/A
Water service line 10'+ Surface water 100'+ Driveway, parking/vehide storage 10'+
Curtain drain NONE KNOWN Wells on adjacent lots
100'+
F. COMMENTS
G. ENGINEER'S CERTIFICATION
I certify that I have determined through field inspections and
review of Municipal records that the above systems are in
conformance with MOA HAA guidelines in effect on this date.
Engineer's Print Na
Data lD�2A-�Q..
JEFFREY A. GARNESS
HAA Fee $ F7% 5 . CC 4s4 ,
Date of Payment 10/25/02•
Receipt Number 27391
(Rev. 12/01)
Walver Fee $ 1001). eo 5-4
Date of Payment 10 25I0 -a -
Receipt Number ,i41�g
AUG -16-02 10:19A11 FROM -CUE ENVIROMENTAL SRV
G CUE Environmental Services Inc.
L
CT&E ReLO
1024944001
Client Name
AK Water & Wastewater Consultants Inc.
Project Nattte/N
Riverview Est SID Ll: Blk4
Client Sample ID
Riverview Est SID Ll: Blk 4
Matrts
Drinking Water
Ordered By
PWSID
0
Sample Remarks
9015615301 T-935 P.02/03 F-269
All Datex/fimes are Alaska Standard Time
PrintedDatelfime
08/14/2002 16:27
CollectedDate/flme
08/07/2002 8:32
Received Date/Pirne
08/0712002 12:50
Technical Director
Stephen C. Ede
Released Ry � W tv.A"
Allowabte Prep Analysis
Parameter Maki PQL Unix Method Limits Date Date Init
Metals Department
Arsenic 0.00200 U 0.00200 mg/L EPA 200.9 (<0.05) 09/12/02 IMP
Waters Department
Nitrate -N 0.549 0.200 mF/L EPA 300.0 (<10) ORM/02 PLW
Microbiology Laboratory
Total Coliform 0 coV100mL SM18922213 (<1) 08/07/02 SBH
Sep 24 02 06:13p
ASSUILT
Eva Loken
907 689 6476
iYB9'cl OL''!l� /6'7- 00
-
SEWARD & ASSOCIATES LAND SURVEYING 694-0829
r
I I HEREBY CERTIFY THAT I HAVE SURVEYED THE SCALE: ,�e'��'"�qo, i
I11 FOLLOWING DESCRIBED PROPERTY:
.o/l�Cr'{��/F37AlE/flvr/df; S� DATE OF A(�s``
AND THAT NO F.NCROACNMEIrTS EXIST EXCEPT AS
INDICATED. IT IS THE RESPONSIBILITY OF THE i��z i .� ' 4-- GV 1
OWNER TO DETERMINE THE EXISTENCE OF ANY GRIDol
"';%�""...j� J
I EASEMENTS, COVENANTS, OR RESTRICTIONS
WHICH DO NOT APP2AR ON THE RECORDED SUBDI-
VISION PLAT. UNDER NO CIRCUMSTANCES SHOULD FB: 9�/z
ANY DATA HEREON BE USED FOR CONSTRUCTION
OF FENCE LINES, OR FOR ESTABLISHING BOUND- DRAWN'
ARY LINES.
GYM- m -A i. --,d
• gT A
'• LS -6913 .'
Pr
Anchorage
>Iunicinaliiy of iclioi-age ! & n - f
All -America City
Bttilding Safety M ision I'r
George P. Il"acreh.
31(n or
2002
11/12/2002
Jeffrey A. Gamess, PE
Alaska Water & Wastewater Consultants, Inc.
6901 Debarr Road, Suite 2B
Anchorage, Alaska 99504
Subject: Waiver Request for Riverview Estates Block 4 Lot 1
Waiver Request #WR020082
Parcel ID #050-721-10
Health Authority Approval Number I-IA020546
Dear Mr. Gamess:
Your request for a waiver of the required 100 feet horizontal separation from the
absorption field and septic tank to private well has been approved. The approved
separation distance is 96.0 feet.
This waiver approval applies to the existing absorption field and septic tank to
private well separation only. Any future upgrade to the on-site wastewater disposal
system will require all separation distances be met or another approval from this
department.
If there are any further concerns or questions regarding this waiver, please call our office
at 343-7904.
Sincerely,A / 9 Y?
Daniel J. Roth
Civil Engineer
On -Site Water & Wastewater Program
1'.O. D)x 196650 • Anchorage, Alashn tM819-6650 • Telephone: (907) 343-8301 • Vim: (907) 343-8200
4700 South Bragnw Strecl • Anchoragc, Alaska 99.507
h tq,://�w�e.cl.nnrhora�e.nk.us
Municipality of Anchorage
Development ServicesDepartment
� Building Safetyty Division
On -Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 1%650 Anchorage, AK 99519-6650
www.ci.anchorage.ak.us
(907)343-7904
Waiver Review Worksheet
WR#: WR020082 PID#:050-721-10 HA#:AH 020646 Permit#:
Dade Received: 10126102
Legal Description: Riverview Estates Block 4 Lot 1
Engineer. Jeff Garness. PE
Plaska Water & Wastewater Consultants. Inc.
Applicant: Steven Criswell
Waiver Requested: 66 feet from well to septic tank and absorotion field
Criteria: Geology Points:
A. Water Table
B. Soil Sorption
C. Permeability
D. Water Table Gradient
E. Horizontal Separation
Total:
Waiver is Granted: X Waiver is not Granted:
List Conditions or Reasons for above: SFE 61MA 4 ED
Date: / //i2/02 By: PAAI
Name of Reviewer
........................................................................ was ... I
Rec#: 27381 Amount: $1.000.00 Date Paid: 1012612002
wAI✓ErQ RE QK E S T r -em fit vEIQ vmv ESrnn:r BL.Ock f LOT /
WAIVED REQu.Esr NUM0EK WRo2a082
WR/VER xE�EST Fo,r U/✓-La7' SUPT/� rlvN/� r0 f.�MYTEi(' WELL. o< 9GFE�T
-' l9SOIQPi/ON f/el-V V,tM -
rHE A6S0RPTiow l`/EtD /m qu6S77oN wqf laNST/puc imp IA/ /¢ubksr /480,
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600P FOR
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#d AtE,¢Oai tAYORt Of `HltteopAAN / *KE E✓CVCW74PRKP Osrk.eev GRC"AlAO
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>v*RD TO Tt)-: W - Sw. TuE- WELL ! SEPTI c gelOMIC rO of OP 7HE-
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Ak
ALASKA WATER WASTEWATER
CONSULTANTS, INC.
September 20, 2002
Municipality of Anchorage
Development Service Department
Building Safety Division
On -Site Water & Wastewater Program
P.O. Box 196650
Anchorage, Alaska 99519-6650
Ref: Waiver Request and Health Authority Approval for
Riverview Subdivision; Lot 1, Block 4,
The existing 3 bedroom house is served by a private well and septic system. We request you
grant a 96 feet separation distance waiver from the well to the septic tank; and a 96 feet
separation distance waiver from the well to the drainfield on the referenced property. The well
that serves the subject property was drilled on July 7, 1980, and the septic system was installed
on August 5, 1980 The following items are justification for the waivers:
• The lot is sloping down from the well to the septic. The grade at the well head is 10 + feet in
higher in elevation than the septic system. If the septic system was to overflow, the effluent
would not travel towards the well head.
• The location of the septic system is in a very visible area so that if any effluent was to
surface, it would be noticed and the problem corrected.
The other path of contamination is subsurface migration wastewater should the tank begin to
leak. As can be seen on the attached well logs, the aquifer is relatively deep with approximately
63 feet of various hardpan layers which serve to inhibit the migration of the wastewater. Recent
water sample results indicated nitrate levels to be 0.549 mg1L and coliform and bacteria results to
be 0. Based upon the aforementioned facts, it appears that there is minimal risk associated with
the 96 feet separation distance waivers.
o u hive uestions, please contact us at 337-6179. Thank you for your assistance.
Sinc2re y,
ivy'A.(mess, P.E., M.S.
Pr idcn�
6901 Debarr Road, Suite 2B * Anchorage, AK 99504
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com
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EXISTING DRNNFIELDS
FASTING SEPTIC TANK
CARPORT \
ALASKA «'ATER & `VASTEWATER
CONSULTANTS, INC.
6901 DFRARR ROAD. SUITE dR • ANC.ORAGF. AK 99506 • RNONF (901)331-0179 • FAX (907)316-3766
PREPARED FOR: PHONE NUMBER:
STEVEN CRISWELL 694-3087
LEGAL DESCRIPTION:
RIVERVIEW ESTATES SUBDIVISION; LOT 1, BLOCK 4,
TYPE OF WORK:
SITE PLAN FOR WAIVER PACKAGE
9/19/2002
DRAWN BY:
C.J.G.
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION l�
DIVISION OF ENVIRONMENTAL HEALTH I Q
CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVALi� l
OF ON-SITE SEWER AND WATER FACILITY
264-4720
Application DatezL'3/�&
1, GENERAL INFORMATION
(a) Legal Description (include lot, block, subdivision, section, township, range)
LOT 1 BLOCK 4 RIVERVIEW ESTATES SECTION 20 T14W R1W
Location (address or directions)
(b) Applicant Name H.U.D. Telephone: Home
n/a Business 563-3333
Applicant Address C/o ASSOCIATED BROKERS 640 W. 36th AVE. ANCHORAGE AK 99503-5807
(c) Applicant is (check one): Lending Institution ❑ ; Owner/builder ❑ ; Buyer ❑ ; Other 0 (explain); -
U.S. DEPT. OF HOUSING & URBAN DEVELOPMENT
(d) Lending Institution
Address
Telephone
(e) Real Estate Company and Agent CALDWF L BANKER - SAPm BOYD
Address 4105 TUDOR CENTRE DRIVE. ANCHORACF AK 99508
Telephone
(f) Mail the HAA to the following address:
PICK UP BY ENGINEER
2. TYPE OF RESIDENCE
Single -Family ® Multi -Family ❑ Other
Number of Bedrooms
3. WATER SUPPLY
Individual Well 51 Community ❑ Public ❑
Note: If community well system, must have written confirmation from the State Department of E=nvironmental Conservation
attesting to the legality and status.
4. SEWAGE DISPOSAL
Onsite 10 Public ❑ 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.
72-025 (17,84)
Page 1 of 2
5. ENGINEERING FIRM PROVIDINt ISPECTIONS, TESTS, FILE SEARCH, DA. 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 EAGLE RIVER ENGINEERTING SERVICES Telephone 694-5195
Address P.O. BOX 773294 EAGLE RIVER AK 99577
Date yzlwelp
l 0�
tm 4,m:ts y aa
�'a 0
�ngineer's Seal
ooaaaoo u.�� (�
4 9 4 ......... s• A
®C o Louis A. Butera .° Y
d iP%,o cc -6736
�.�SFD
)C ooO=eo aaeo°'��GCd
0TESStOy�,`''
6. DHEP APPROVAL
Approved for bedrooms by �/� 2 Date L
Approved _._ Disapproved Conditional
Terms of Conditional Approval
dhe�
CAUTION
The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority
Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional
engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending
institutions in order to satisfy certain federal and state requirements. Employees of DHEP 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 (11/84)
MUNICIPALITY OF ANCHORAGE (MOA)
HEALTH AUTHORITY APPROVAL (HAA)
CF W.V1 ,,j§,TORFtf2SRUARY 1984
MUNICIPA0 � $
ENVIP'ONMv tEN ALSCRVICE�
Legal Description:
13 lriw Ser-
A.
er
A. WELL DATA I` I'E.0
Well Classification �/`T/���F If A, B, C, D.E.C. Approved (Y/N)
Well Log Present (Y/N) Date Completed 71710 Yield 45- 6 -,"—
Total
-," Total Depth 88 l-' , /&3 Cased to y °m °+ Depth of Grouting
Static Water Level /d•c15%��� �i� �r�^S Pump Set Atef�e�1'2
Casing Height Above Ground /G`
Electrical Wiring in Conduit (Y/N) y
Separation Distances from Well:
To Septic/Holding Tank on Lot
To Nearest Edge of Absorption Field on Lot
Sanitary Seal on Casing (Y/N)
Depression Around Wellhead (Y/N)
; On Adjoining Lots
; On Adjoining Lots
11
/V
To Nearest Public Sewer Line To Nearest Public Sewer
Cleanout/Manhole_ j"�F To Nearest Sewer Service Line on Lot
Water Sample Collected by %-NSi^ ; Date 40
Water Sample Test Results �o /, rCur.. = O ca.. J- /+/ * fc =
Comments
B. SEPTIC/HOLDING TANK DATA
Date Installed Size ayG/ No. of Compartments
Standpipes (Y/N) y Air -tight Caps (Y/N) % Foundation Cleanout (Y/N) A/
Depression over Tank (Y/N) N Date Last Pumped Ak"'/.2, /j'F'S� J -Rs
Pumping/Maintenance Contract on File (Y/N)
;for
Holding Tank High -Water Alarm (Y/N) Temporary Holding Tank Permit (Y/N) N� —
Separation Distances from Septic/Holding Tank:
To Water -Supply Well /Uo'
To Property Line
i
To Water Main/Service Line
Course 71-/ao
Comments
Pagel of 2
72-026(11/84)
To Building Foundation _30
i
To Disposal Field 3
To Stream, Pond, Lake, or Major Drainage
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata % 3� ��� Type of System Design
Date Installed Length of Field 33 u�yrtidQ
Width of Field 3��s� Depth of Field 5 -
Gravel
Gravel Bed Thickness
Square Feet of Absorption Area r Standpipes Present (Y/N) ILI
Depression over Field (Y/N)
Results of Last Adequacy Test
N Date of Last Adequacy Test 6ee /
®risiuti/ TreNr.� r -Yeo( aY' /die ��04c.h�� d2i3rp y,��,-��
Separation Distance from Absorption Field:
To Water -Supply Well `SOD To Property Line 'lo
To Building Foundation -Sa To Existing or Abandoned System on
Lot 15 ; On Adjoining Lots
To Water Main/Service Line '`'� To Cutbank (if present)
To Stream/Pond/Lake/or Major Drainage Course "I f" '�
To Driveway, Parking Area, or Vehicle Storage Area ?20 '�
Comments 'ex�rt,:s ��spS.ucLe
D. LIFT STATION
Date Installed Dimensions
Size in Gallons
"Pump On" Level at
High Water Alarm Level at
Tested for
Electrical Codes (Y/N) —
Comments
Manhole/Access (Y/N)
"Pump Off" Level at
** Check Permitted Bedroom Rating Against HAA Request **
Vent(Y/N)
Pumping Cycles during Adequacy Test. Meets MOA
I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection.
Signed _���- Date
Company MOA No. S✓ ��6J�
Eagle River Engineering Sarvicos
P. 0. Box 773294 Q (7
Receipt No. P.
le River AK 99
5195 7
Date of Payment 694-��)
Amount: $ __ �% - d n " oo; ` �? Engineer's Seal
Page 2 of 2
72-026 (11/84)
(�OO•J4 �'.:'VJur.� OCOSr G'C'rn
1 ^. •c4 GeO0CJC op oU[l l'*oe coo ao Goo-
V Ci -6736 o ,'
N1" 1 J0o °(, -
MUNICIPALITY OF ANCHORAGE
DEPT. OF HEALTI-1 &
ENVIRONMENTAL PROTECTION
MUNICIPALITY OF ANCHORAGE (MOA)
HEALTH AUTHORITY APPROVAL (HAA) I; ri i 0 6 1985'
CHECKLIST - FEBRUARY 1984
284-4720
Legal Description:
A. WELL DATA
Well Classification If A, B, C,, D.E.C. Approved (Y ---
Well Log Present Date Completed 7�7�8 d Yield
f a f -
Total Depth 8040t �— Cased to Depth of Grouting
Static Water Level` Pump Set At
er (-
Casing Height Above Ground _ Z3 Sanitary Seal on Casing M -
Electrical Wiring in Conduit aml
Depression Around Wellhead t7
Separation Distances from Well:
To Septic/Holding Tank on Lot 3 ; On Adjoining Lots
To Nearest Edge of Absorption Field on Lot / b S ; On Adjoining Lots
To Nearest Public Sewer Line To Nearest Public Sewer
Cleanout/Manhole __1Y 44 To Nearest Sewer Service Line on Lot
Water Sample Collected by�f 4Date
Water Sample Test Results
Comments
B. SEPTIC/HOLDING TANK DATA
Date Installed 9 6d Size ��� No. of Compartments
Stand pipes&'�N)- Air -tight Cape Foundation Cleanout j" 6
Depression over TankDate Last Pumped `�`-
:��
Pumping/Maintenance Contract on File (Y/N) — Ale for
Holding Tank High -Water Alarm (Y/N) Temporary Holding Tank Permit (Y/N) --%4714--
Separation Distances from Septic/Holding Tank: �0 1 7 -
To
To Water -Supply Well ,�L� 7 To Building Foundation
To Property Line �� To Disposal Field
To Water Main/Service Line ��A-I - To Stream, Pond, Lake, or Major Drainage
Course
Comments
Page 1 of 2
72-026(11/84)
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata I4 O 012-
�] Type of System Design
Date Installed V - S- 8 Length of Field
Width of Field *�
Depth of Field
Square Feet of Absorption Area
Depression over Field
Gravel Bed Thickness
rs
L! ,/d Standpipes PresenaY/#)-
Date of Last Adequacy Test S-- _8 S—
Results of Last Adequacy Test LFI-O-"ro 2L/
Separation Distance from Absorption Field:
To Water -Supply Well
To Building Foundation �D f
To Property Line
To Existing or Abandoned System on
Lot A.Z ; On Adjoining Lots /�,�i�
To Water Main/Service Line zzk To Cutbank (if present)
To Stream/Pond/Lake/or Major Drainage Course /l
To Driveway, Parking Area, or Vehicle Storage Area. -
Comments
D. LIFT STATION
Date Installed -
Size in Gallons
"Pump On" Level at
High Water Alarm Level at
Tested for
Electrical Codes (Y/N)
Comments
Dimensions
Maghole/Access (Y/N)
— [Pump Off' Level at
Vent(Y/N)
g Cycles during Adequacy Test. Meets MOA
** Check Permitted Bedroom Rating Against HAA Request **
I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection.
Signed t 3 �1CfIfi1�Hil,' c Date
Compaq,rz RVER, ALASKA 2i`"r57r MOA No. 00 3
Receipt No. J �c4SZC�ct
Date of Payment F-) --(r) -`( 5
Amount: $ L) `; O_Q
Page 2 of 2
72-026 (M84)
OF A4
,tine
•• 6• a +• •°O <�°°
* LY'r
iWbotl A. 5hafor
�+••n No 1497-�
��� 6Y°4U •tl• Air nYGV
5. LEGAL DESCRIPTION
DH rE RECEIVED
INSPECTION APPOINTMENTS
/
TIME
TIME
TIME
6. TYPE OF RESIDENCE
NUMBER OF,BEDROOMS
DATE
DATE
DATE
ED ---Two ❑ Five
❑ MULTIPLE FAMILY
❑ Three ❑ Six
INSPECTOR
INSPECTOR
INSPE TOR
WELL LOG. A well log is required for all wells drilled
"'\ 'c'LL
since June 1975. For wells drilled prior to that date, give well
,rMUNICIPALITY OF ANCHORAGE
' 1 MUNICIPALITY OF ANCHORAGE
nrpT OF I P°i-Ta ^-
ENVI, -. !i 6E6ARTMEFN7'OFIHEALTH & ENVIRONMENTAL PROTECTI
825 L Street -Anchorage, Alaska 99501
0 1%"P
j ENVIRONMENTAL SANITATION DIVISION "`J 719852
RECEIVED Telephone 264-4720
rr� ����
REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWL��AL�LIII°IAD
DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing.
1. PROPERTY OWNER
PHONE -
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
MAILING ADDRESS
PROPERTY RESIDENT (If different from above)
PHONE
16c_ rrL _.-
2. BUYER
r
%?.Q
PHONE
MAILING ADDRESS
C)c%Y C/CJo D 5c C.E�i., �t
3. LENDING INSTITUTION
PHONE
MAILING ADDRESS
4. REALTOR/AGENT -
PHONE
C"-%-(/_�i Z'N ill i— 1{-r-'=✓�!'G`L°� .L
MAILING ADDRESS
5. LEGAL DESCRIPTION
/
STREET LOCATION
6. TYPE OF RESIDENCE
NUMBER OF,BEDROOMS
El"SINGLE
❑ One ❑ Four Cl Other
FAMILY
ED ---Two ❑ Five
❑ MULTIPLE FAMILY
❑ Three ❑ Six
7. WATER SUPPLY
ID'INDIVIDUAL-ATTACH
WELL LOG. A well log is required for all wells drilled
El COMMUNITY �1 COMMUNITY
since June 1975. For wells drilled prior to that date, give well
❑ PUBLIC UTILITY
depth (attach log if available.)
S. SEWAGE DISPOSAL SYSTEM
LIT-- INDIVIDUAL/ON-SITE**
YEAR ON-SITE SYSTEM WAS INSTALLED.
❑ PUBLIC UTILITY
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
72010 (Rev. 6/79) kD 0
Lo L� V)
72-010 (Rev. 6/79)
THIS SIDE FOR OFFICIAL USE ONLY
1. TYPE OF RESIDENCE
❑ SINGLE FAMILY
❑ MULTIPLE FAMILY
NUMBER OF BEDROOMS
❑ ONE ❑ THREE ❑ FIVE
❑ TWO ❑ FOUR ❑ SIX
❑ OTHER
2. WATER SUPPLY
❑ INDIVIDUAL
❑ COMMUNITY
❑ PUBLIC UTILITY
Connection Verified
PERMIT NUMBER
DEPTH OF WELL
DATE DRILLED
LOG RECEIVED
3. SEWAGE DISPOSAL SYSTEM
❑ INDIVIDUAL/ON -SITE
❑PUBLIC UTILITY
Connection Verified
PERMIT NUMBER
DATE INSTALLED
INSTALLER
❑Septic Tank or ❑ Holding Tank
Size: I 06t'_',, If Tank is homemade
give dimensions:
SOILS RATING
TYPE OF TANK
MANUFACTURER
TOTAL ABSORPTION AREA
MATERIAL
4. DISTANCES
WELL T0:
Septic/Holding Tank
Absorption Area
Sewer Line
Nearest Lot Line
Absorption Area to nearest Lot Line
5. COMMENTS
.
t1- APPROVED FOR 3 BEDRO`O/MS y_1CJ)
❑ CONDITIONAL APPROVAL (letter must accompany certifi te)
LJ---DISAPPROVED
DATE
BY
72-010 (Rev. 6/79)
Tj
-vi ('111r) I 1,-Ja or 0`1(1i c't I, uloi�
to Hlv�rCa1 1 e�F'ji-la arr1.11 vloll')I—icm
111-t I)c tll( L
COrl";JAit
i o 1.-v r�,, 'L f 1 r"por L n Vc) 1�n mlb.IiLtod U) i
01,11'
.-0 V 1, OV.,
c o llho O)ol-.1 J 'Wo,
o n,
2 C,
. ; i TYLE: 1'-' 1.'1,, A
�;pccin L i.,,
INSPECTION APPOI
INSPECIUN
R
MUNICIPALITY OF ANCHORAGE ICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECT DEPT. OF HEALTH &
825 L Street - Anchorage, Alaska 99501 ENVIRONMENTAL PROTECTION
•
ENVIRONMENTAL SANITATION DIVISION OCT7 1980
Telephone 264-4720
REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWREE VEE®
DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing.
PHONE
1. PROPERTYOWNER
MAILING ADDRESS /f
PROPERTY RESIDENT (If different from ahove)
2. UYLK _0 9
U / v �- C- 6?le=
MAI LING ADDRE86
ILING AD
s /�''
REALTOF
MAILING ADDRESS
5. LEGAL DESCRIPTI
G
Ask
21�
SINGLE FAMILY
❑
MULTIPLE FAMILY
7. WATER SUPPLY
®
INDIVIDUAL*
❑
COMMUNITY
❑
PUBLIC UTILITY
8. SEWAGE DISPOSAL SYSTEM
Lel
INDIVIDUAL/ON-SITE**
❑
PUBLIC UTILITY
/i!�a/C�T
E
❑ One ❑ Four ❑ Other
❑ Two ❑ Five
0' Three ❑ Six
* ATTACH WELL LOG. A well log is required for all wells drilled
since June 1975. For wells drilled prior to that date, give well
depth (attach log if available.)
YEAR ON-SITE SYSTEM WAS INSTALLED.
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.
72-010 (Rev. 6/79) 094�
1i AA ! JO i�di
THIS SIDE FOR OFFICIAL USE ONLY
rYPE OF RESIDENCE NUMBER OF BEDROOMS
❑ SINGLE FAMILY ❑ ONE ❑ THREE ❑ FIVE
❑ MULTIPLE FAMILY ❑ TWO ❑ FOUR ❑ SIX
2. WATER SUPPLY
PERMIT NUMBER
❑ INDIVIDUAL
DEPTH OF WELL
❑ COMMUNITY
❑ PUBLIC UTILITY
DATE DRILLED
Connection Verified
LOG RECEIVED
3. SEWAGE DISPOSAL SYSTEM
PERMIT NUMBER
❑INDIVIDUAL/ON -SITE
❑PUBLIC UTILITY
DATE INSTALLED
Connection Verified
❑Septic Tank or ❑ Holding Tank
INSTALLER
SizeIf Tank is homemade
give dimensions:
SOILS RATING
TYPE OF TANK
MANUFACTURER
TOTAL ABSORPTION AREA
MATERIAL
4. DISTANCES
WELL TO:
Absorption Area to nearest Lot Line
5. COMMENTS
6-5
❑ OTHER
rption Area ISevder LineNearest Lot Line
APPROVED FOR 3 BEDROOMS
❑ CONDITIONAL APPROVAL (letter must accompany certificate)
❑ DISAPPROVED
72-010 (Rev. 6/79)
825 .,L., STRE_:ET
ANCHORAGE, ALASKA 99501
(907) 2.644111
GEORGE M. SULLIVAN,
MAYOR
DEPARTMENT" OF HEALTH AND f_NVIRONMENTAL PRO'rE.CTION
October 10, 1.980
John L. Gross
Post Office Box 1161
Eagle River, Alaska 99577
Subject: Lot 1 Block 4 River View Estates Subdivision
Approval for your individual sewer and water facilities
cannot be granted until the following items have been
(completed:
�n (1) A well log submitted to this department for our
\ review.
(2.) The water analysis report be delivered to this
,(,L - department from Chem Lab, 5633 B Street, for
our review.
If there are any further questions, please call this
department at 2.64--4720.
Sincerely,
Robert C. Pratt, R.S.
Associate Specialist
RCP/ljw
cc: Alaska National Bank of: the North
3201 C Street r Calais 11 99503