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HomeMy WebLinkAboutROCKHILL BLK 2 LT 14 Municipality of Anchorage Page
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: .SA,' Cll Co 2. cf PID Number: 01~$~22
Name:Wastewater System: [] New ~ Upgrade
J4MES + OPAl. RoBiNSoN
Address:
4551 LIHESTONE cm.,~c~. ~ ABSORPTION FIELD
Phone: No. of~drooms: ~ Deep Trench ~ Shallow Trench ~ Bed ~ Mound ~ Other
LEGAL DESCRIPTION so, Rating: ~, 5 GPD/Sq. Ft. Total Depth~from original grade:
Lot: Block: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe
Township:l~ Range: ~ ~]~Secti°n: /~ Fill added aboveo,~originalgrade: Ft. Gravel length: ~l ~ ~t Ft.
WELL: EXt~T. ~ New D Upgrade Graveldepth: J Ft. Number of lines:~ Distance between lines:~ Ft.
Classification (Private, A,B,C): Total Depth: Cased To: Total absorption area: Pipe material:
PRIVATE 2~ Ft. ~ Ft. 1~2~ SQ, Ft. ~C
Driller: Datr~rilled:~2 StaticWaterLevel:l~8 Ft.,.~ta,,e~:c,UC~.5 ~AC~ Hog Dateinstalled:
Yield: Pump Set at: Casing Height Above Ground:
~ 7.0 ~ ~. 1,1 ~. TANK
SEPARATION DISTANCES ~s~pti~ ~ Ho~ding ~ S.T.E.P.
TO Septic Absorption Lift Holding ~;~Private MamJfacturer: Capacity in gallons:
From Tank Field Station Tank S .... Lines G~EE~
Material: Number of Compartments:
Well I 13 IOZ ~ ~ Ioo ~T~EL
Surface
w~t,~ >/oo >/o~ -- - >/oo LIFT STATION N,~.
Lot Size in gallons: Manufacturer:
Line ~O ~ ~ ~
Foundation l ~ ~ ~ ~ 0 "Pump on" revel at: [ "Pump off" level at: High water alarm at:
Curtain Pump Make & Model I Electrical Inspections pedormed by:
Drain ~ ~ ~ ~
I
Remarks: ~~ I~ ~¢~- ~¢~c ~ BENCH MARK
Location and Description:
~Z~C~ ~ ~ ~ b~ '~o ~ Fou~TIO~ ~.0, ~EKT TO
I ~ss~ed filevation:
Flattop Technical Se~ic( sENGINEER'S SEAL
Inspections performed by: F~ATTOP mEC~ S~CS Dates:lst
Department of Healt um ices approyal, ",~, ,, .,'~,,,f~,.'. .. c~- - 3o~',,~ . ,' ,~*_~'
Reviewed and approved b Date: ,/ '~ ~?Pmtm~[~** '~y~ .......
72-013 (1/91) MOA 25
Perm'it No. :51~, clJOD .~c~ Page .2 of ~
Municipality of Anchorage
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
Legal Description: L IZ-+ B2 ROCK HILL. $/D PID No.:
LoT c[ i~,t
Soil fiB5.
15'-oo ~L ¢.T.
b R~ vE
LOT 1~
House
10' C/TILIT¥ EASE. MENT'
MON~¥o~, ~'uSE
LOT ~c
LOT l.~
LIP~E STONE
I~ =
tf I 5~p. TANK ¢.o.
A
31°
B
20'
.Flatt6~ TeChniCS! S~r~ice~
14530 Echo S~reet
Anchorage, Z~ska 99~ ~
72-013 A (2/91) MOA 25
ENGINEER'S SEAL
Permit No. .~l/v' 910o 29 Page ~' of ~
Municipality of Anchorage
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
Legal Description: L I~r , 8 2. ~:ocK I/ILL S/D PID No.:
lO0~
T. B. t'vt.
F'Oc,~ t)AT~ O~q C.O.
ELEv. = 1oO,O /
15OO
511'o
~.' INVEI~.T E. LEV:
V~RT~CAI. 5cAz£: 1%-5;'
No ~ORtzoHq'AL SCAL£
t4E~v SOIL AlSS. BEb
FJattop Technical Services
14530 Echo Street
AnChorage, AlaSka 99516
72-013 A (2/91) MOA25
DEF'Ai¥'Fi"]EN'T' i]F' HEAL. TH &i~iii)HUMAN SERVICES
T'HE A"i""f'A(:;:!"'llii!;i:;.~ AI::¥:q::~'.(3VED
/!~i... i... i~'. E q;! ( / l F.:'. E rd iii!:i",! r' !;i; !!ii; F:' E .'.'.'; ! i::' I E D .;f; i',.~ A N .':'.'; H E! R A G E r.'"i U hi i~ (:; l F:' ¢, L. C [::1D iii: C l-.i A F:' T E I:;'.
'.i.~!. ,, !:5'.;.!, Ai".,IP :15,,¢i:,'.5 AI'"-.ID THE !i!?r'¢,,'T'E {;::ii:::' &L.ASHA MAS"I"E..',,~ATER D.'i%P(:;E;Ai ....
T H E i::'(;::iL...i3 W.i; i',l G !i; i::~ E C.'i; A i... i=' Fi'. E) V ;); !ii; i (3 Iq S ,,
CIVIL & ENVIRONMENTAL ENGINEERING · ENERGY CONSERVATION & ANALYSIS
THEODORE F. MOORE, P.E. 14530 ECHO ST.
PH: (907) 345-1355 March 1, 1991 ANCHORAGE, ALASKA 99516
M.O.A. DHHS
P.O. Box 19-6650
Anchorage, AK 99519
Dear Sirs:
By means of this letter we are requesting that you waive the 50 foot setback requirement from slopes in
excess of 25% down to 20 feet for the proposed septic system upgrade for Lot 14, Block 2, Rockhill S/D.
The slope in question is located to the east of the proposed bed and has a total vertical extent of
approximately 15 feet and a slope of 35%. Since the proposed bed is 5' below grade there is no
possibility of effluent daylighting through the toe of the slope. The slope to the north of the proposed
bed, while closer, is only approximately 5' in vertical extent, so it should not be of concern either.
We are also requesting a waiver of the 15' width specified for beds in the wastewater ordinance. The
area of the bed is based on the measured perc rate of 8 min/inch in test hole #1 which corresponds to 0.5
gpd/sq, ft.. A 5 bedroom residence generates 750 gal/day, thus 1500 square feet of area is needed, which
can most efficiently be configured as 25' by 60'. It would not be practical to construct a 15' by 100' bed
in this situation.
Please telephone me at 345-1355 if you have any questions on this submittal.
Sincerely,
Ted Moore, P.E.
~ & ~Y~~ ~~ · ~¥ ~0~$~¥~0~ & ~¥S~
THEODORE F. MOORE, P.E. March 8, 1991
PH: (907) 345-1355 ANCHORAGE, ALASKA 99516
Dan Roth
M.O.A. DHHS
P.O. Box 19-6650
Anchorage, AK 99519
Dear Mr. Roth:
The purpose of this letter is to address the impacts of the septic system upgrade proposed for Lot 14,
Block 2, Rockhill S/D upon the surrounding properties. Please refer to the site p. lan submitted with the
permit application. By abandoning the old soil absorption trench, an existing rmnor encroachment upon
the 100 foot radius surrounding the well on Lot 13 will be eliminated. Due to the necessity to maintain
100 foot separations between wells and septic system components, the location of the proposed soil
absorption bed will slightly constrain future well placement options on Lots 8 and 9. However, because
each of the affected lots is quite large, this project will not have any significant impact on the ability to
develop on-site systems on either of these lots.
Please give me a call if you have any questions.
cc: Mary Anne Beckwith, Fortune Properties
Sincerely,
Ted Moore, P.E.
LoT
?AVE
..,~- BDRIq
Lo-r ~
t
LoT tS'
C_tR¢ LE
NOTES:
I. No o'rHER WELLS OR SEPtiC
S'/STE~$ AgE LOCATEb h/~HIN
200 OF PROJECT.
2. SITE TOPOGI~APHY IS GENERALLY
LEVEL WITI~ EXPFPT iON oF
SLoPeS INBICATEB TO NoRT~
ANb EAST OF PROJECT
Flattop Technical Services
14aoO Echo Street
LOT lur BLOCK 2 ROPKHILL
SEPTIC 5Y£-~£M dPGRAD£
.SIT E PLAN
SCALE'
bATE: i/fi/
bWN b'/:
NOT~;: ¢l~S iS NOT ~
SURVEYEb PL/JT ,~LL
LoCATIoNS ARE
OUTER LiMiTS
OF Ex(:^ V~IT IoN
PLAN VIEW
I' =' ID'
1
CovE. P, C,o.
T HATtvE gOIL
SECTION A-A
~ ~lattop Technical Services
i'= 5 14530 Echo Street
Anchorage, Alaska 99516
B£L oI~'
oRiG.
LoT iq BLOCK 2. ROCKHiLL £/D
SOiL ABSORP-[IoN BED
PLAN · CRoss SECT iON
Flattop Technical Services
14530' Echo Street, Anchorage, AK 99516
Phone (907) 345-1355
Lot 14, Block 2 Rockhill S/D - 6551 Limestone Circle
Wastewater Disposal System Upgrade
Specifications
1.0 General:
1.1 The scope of the project consists of the construction of a new 25' wide by 60' long soil
absorption bed which is to be connected up to the existing septic tank, and the abandonment in place of the
existing soil absorption trench. The bed area for this 5 bedroom residence is based on a measured perc
rate of 8 minutes per inch.
1.2 Construction shall be as depicted on the approved site plan and design drawings. Minor
deviations from these drawings may be allowed or required by the engineer conducting the inspections.
All constmcti0n procedures and material specifications shall conform with Municipal and State
requirements.
1.3 All separation distances shall be in conformance with Municipal requirements, unless specifically
waived.
1.4 The contractor shall be responsible to obtain any necessary utility locates, and to work around any
buried utilities.
2.0 Septic Tank:
2.1 The existing septic tank may be retained in service if it's structural integrity has been verified, and
if it has functional cleanout pipes with airtight caps, allowing pumping access to each compartment. The
contractor shall expose the waterline area of the tank to allow the engineer to verify it's integrity.
2.2 A double cleanout shall be installed in the line between the septic tank and the soil absorption bed.
3.0 Soil absorption system:
3.1 The soil absorption bed shall be constructed by excavating the overlying material to create the 25'
by 60' bed bottom surface as shown on the drawings. A total of 12 inches of approved sewer gravel shall
be placed in the bed bottom with the horizontal distribution pipes laid level with the inverts at least 6 inches
above the bottom of the gravel.
3.2 The bottom of the excavation shall be level. Any compacted or smeared surfaces shall be raked to
allow proper infiltration.
3.3 Sewer gravel shall be 0.5" - 2.5" screened gravel, with less than 3% passing the//200 sieve.
3.4 Monitor tubes and cleanout pipes shall be of 4" diameter and installed in the locations shown on
the design drawings. The portion of the monitor tube extending through the sewer gravel shall be
perforated.
3.5 Approved filter fabric shall be placed over the entire top surface of the sewer gravel.
3.6 The top surface of the cover material shall be raised a minimum of 6 inches higher than the
surrounding terrain to allow for subsequent settlement, and shall be graded to smooth contours. Fill
slopes shall be no steeper than 3:1.
' 4.0 Inspections:
4.1 A total of 4 engineering inspections will be required during the course of the project: (1) initial
stakeout with the contractor to establish the location of the system and to discuss the plans, specifications
and construction procedures, (2) after the native material has been excavated to expose the infiltrative
surface to ensure that it is level and at the right elevation, and conforms with the soil test information, (3)
after the sewer gravel is in place and the distribution pipes have been laid and connected up to the septic
tank, but prior to placement of filter fabric, and (4) after final backfill and grading is complete. The septic
tank integrity inspection should be conducted in conjunction with the second inspection.
5.2 The installer shall coordinate the timing of the inspections with the engineer sufficiently far in
advance to ensure the availability of the engineer.
'FOR
Municipality of Anchorage
DEPARTMENT
OF
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG ~ PERCOLATION TEST
LEGAL DESCRIPTION'. L
2
3
4
5
6
7
8
9
10
12
13
~RAV£LLY
17
20-
COMMENTS -~' ~'
$/L'r',t 5,'tN b
WASGROUND WATER
ENCOUNTERED? N
Township, Range, Section: SEC I~'~ T"12t4, ~k/ ¢ ~.~.
SLOPE SITE PLAN
S
IF YES. AT WHAT ~L
DEPTH? . p
E
Depth to Wale; After /~f' '7:',
~ l L T'Moniloring? Date:
Reading Date Gross Net / ,, Depth to Net
Time Time (.., i ,') Water Drop ~Af/~
PERCOLATION RATE ~ (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN ,~,~S" FTAND ~.2~' FT
PERFORMED BY: FLATTOP 'TEC/~, SVCS. I . %--~~ CERTIFY THAT THIS TEST WAS PERFORMED iN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
72-008 (Rev. 4/85)
PERFORMED FOR:
LEGAL DESCRIPTION:,
0.5
2
4
7
9
10
12
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
T.N.~I
PRUbF-.NT I/~, % FORT'UNE -.M,qR'/ AN~I[' Bec~Zl~ PERFORMED',
Township, Range, Section:
SLOPE
14-
15
16
17
18
19
20-
0
/
~/~Id~'g~I/VAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
Deplh Io Walei: Alter
Monitoring? Dale:
, T'I2N, R3A/ , ~,M.
SITE PLAN
Reading Date Gross Net \ Depth to Nat
N:o I:ol 25Y; - 27 Y~
~ I h3o:oo I0 2l ~ I Y~
~ ~ J;~0:3o IO 22 ~ I 3~
~ J',~l;oo Io 22 ~8 I ~
PERCOLATION RATE ~ (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN ~°'~ FTAND 'ZO FT
~i~¢~c ~ . ~e~ ~/~<~z~o~ ~o~(~ ~ 8~~ x ~O'
PERFORMED BY; .FLATTOP TEC~, ~VCS. I ~~ CERTIFY THAT THIS TEST WAS PERFORMED iN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:
72-008 (Rev. 4/85}
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION
ENVIRONMENTAL ENGINEERING DIVISION
825 L Street- Anchorage, Alaska 99501 Telephone 264-4720
ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
~LOCATION NO. OF BEDROOMS
2~ DISTANCE TO: ~
Liq. c~n~llons IF HOMEMADE: Inside length Width Liquid depth
T
~ ~ DISTANCE TO: Well Dwelling PERMIT NO.
O z ~ Manufacturer Material Liquid capacity in gallons
~ a ~ DISTANCE TO: Well
N°'°flinesl gradeLe~ [ · ~__ inches Totaleff~ion
~ ~ ~ Top of tile to finish -- Materi~l beneath tile
area
~ , ~ inches
Length ' Width Depth PERMIT NO.
~ ~ Type of crib Cdb diameter Crib depth Total effective absorption area
~ Well Building foundation Nearest lot line
~ DISTANCE TO:
~ Class Depth Driller Distance to lot line PERMIT NO.
~ DISTANCE TO: Building foundation Sewbr line Septic tank Absorption area(s)
OTHER
PIPE MATERIALS
SOIL TEST "ATI D~
REMARKS
PERf"!I T
L E G Fd
DENNIS H KEi]'.,iI'}FILL
L:].4 E::~ F.:OCKHILLE; :,-. [
THE RE(;!U Z RE£> ';: T ;;:"E '" F' THE SO i L. f':IBE;ORPT ! ON .:, 'r :,, r-".i 1 i :~; '
'THE!: L. ENGTH [> t i'"!EN:Ei; I Of',! t :.:.i; THE LENGTH -':; t N FEET ) OF THE TRENCH OR DR!::I I NFI ELD.
THE E:'EPTH OF Fi TRENCH OR F'IT Z:F.:; THE DtS".rRNcE BE'f'HEE:N THE SUR.I::'FtCE OF' THE
GROUND Rt'.4[::, THE BO"f'TOM OF 'THE E:4Cf~VFi]"ZON ,:.'ZN FEET).
'?:HEREE l:~: NO SET N!DTH FO!:~: TRENCHE'i-:;.
THE GR!::~',2EL. DEPTH I S THE M l lq l MLIM F,,:,EPTH OF' GRF!',,,'EL.. BE]"HEEN THE CiL.rTFRLL.. F:' l PE
!:~!'.4D THE BOTTOM OF THE E::,4C:FI',,,'¢::I]" l Oi'.4 C I N FEE:T ).
PEP:?! '.' T !::!PF'L I E:Ffi'.,FF FiFIS "FHE RE::ZF'ON?.; :[ E: I L I T'.¢ TO INFORM TH I S [:,EF'RRTMENT [:,UR I NG 'THE
HIN!MLtFi E:,iS]"F;NCE E~E"f'HEE]'.,i R HELL RND FII"4"¢ ON-SiTE: :E;EI.,IF;GE
:I.E'~6'~ FEE:T FOR R PRIY'F:iTE HELL. OR t'.5E~ TO 2r£~(ii~ FEET FR(]M I::I PU~::LIC': HEL. L DEPENDING
UPON 'THE T'.r'PE OF PUE.:-'.L~C'
MINIHUM D!S'i'FINCE FROt"t Ft F'RI'?'F:FTE HELL TO F:! PRIVRTE $[EI.,.!ER LINE t!"'; 25 FEET FIND
]"O F:! COMMUNIT'?' SEI.,.!E.~;i: LINE ]:$ 75 FEET,
HELL [...,'.':)(:iS FIRE REQUIRED, R.ND h'l[..t:ST' BE RETURNED TO THE DEF'FIRTMEN]" HI'T'HtN
OF THE HEL. L. COMPt...ET!
O'f'HE,r.;;', RIiF.'QU ! ,q:[.::MEi",!TS h'IF:IY' FtPF'LYL SF'EC ! F I CFF'f' IONS FINE:, CONSTRUCT I ON D ! FtGRRM.?:; I:r~.RE
19qF!i.rL. RBL. E TO tNS;UF;:E PROF:'ER ]:I'-4STF~L..LRTZ
.ii CER'? I F:'":' THF:!T
"-~,.. SET'
:1.: I !::IH FF:Ih'!!L. If:!R H!"FN.,. THE ...,.........~:'r:': .I Pi:' "'iFNT'::. ,- . _ ,ts'"'ti:.-, Ct['~-~;ITE .... ':::E'.'
;:' ] ~;'"FN E:"r' THE MUN I C i I::'F!L. ]: '!""r' OF J::!~'il:J':Hf}RF GE.
~:::' ' Z !.d 'fl i T [.~'::;'~t i '"~!!:~; ':::;'.,."::;TEVl T ~.,! RCf':I:"~RC'FiNCE 1.'.i Z TH THE
.................. ('" ......... I.: ..... /
'.'.,'--,UE:.L:,
....... ~ ~'~ .~: ~'":~ ~'
MUNICIPALITY OF ANCHORAGE
DEPARTMEN. T OF HEALTH ANIp ENVIRONMENTAl. PROTECTION
112E L, Strell, Anr~hor~JIpl, Alqlk!l 99501 ~64-4720
SOILS LOG - PERCOLATION TEST
~ smLs LO0
PERCOLATION
TEST
'EO.~ OESCR,.,ON: . Lo~ /q,
1
~iF ¥ ~anCt,/
"
4-
7
12
£~k Fh'lt~.
SLOPE
WAS GROUND WATER Il S
L
ENCOUNTERED? 0 0
P
E
IF YES, AT WHAT
DEPTH?
DATE PERFORMED: ,,
SITE PLAN'
14-
15-
16-
17-
18'
19
20
COMMENTS
PERFORMED BY:
72-008 (6/70)
Gross Net Depth to N~t
Reading Date Time Time Water Drop
r�£ ys84
• Municipality of Anchorage
On -Site Water and Wastewater Program 4
(907) 343-7904 s A I E T.Y ,
Certificate of On -Site Systems Approval
Parcel I.D. 015-362-26 Expiration Date: ` qr2 Zo 2�
1. GENERAL INFORMATION:
Complete legal description ROCKHILL: BLOCK 2 LOT 14
Location (site address) 6551 Limestone Circle *Anchorage 99507
Current Property owner(s) Brian Broderick Day phone 748-4900
Mailing address
Real Estate Agent Day phone
2. TYPE OF DWELLING:
® Single Family (w/wo ADU)
-
Duplex
❑ Multiple Dwellings (Single Family
and/or Duplex)
3. NUMBER OF BEDROOMS:
5
4. TYPE OF WATER SUPPLY:
TYPE OF WASTEWATER DISPOSAL:
Individual Well
Individual
Individual Water Storage
❑
Holding Tank
❑
Community Class—Well
❑
Community
❑
Public Water System
❑
Public Sewer
❑
WaiverNariance request for: Distance:
Received by: Date:
COSA to be released to the engineer, unless otherwise requested by the engineer. .
COSA Fee $ J�J� a �� Waiver Fee $
Date of Payment (o r' Date of Payment
Receipt Number Q2a_2_�2 Receipt Number
COSA # C "'yj 1043 Waiver #
5. STATEMENT OF INSPECTION BY ENGINEER"
As certified by my seal affixed hereto -and -as of the validation date shown below, l verify that my investigation,
based on procedures outlined in the Certificate of On -Site Systems ApprovalGuidelinesfor 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: Garness Engineering Group Ltd (GEG)
Address: 3701 East Tudor Road Suite 101 -Anchorage, Alaska 99507
Engineer's Printed Name: Jeffrey A. Garness
Phone: 907-337-6179
Date: 611"47-0
In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system
in accordance with the guidelines and regulations established by the Municipality of Anchorage and
industry practices. The reported results describe the condition of the system/s on the date/s of the
evaluation'. Separation distances were measured to readily identifiable features. Hidden defects or
encroachments may exist that were not identified during the evaluation. The operational life of all wells
and septic systems depend upon a variety of variables, including but not limited to, soil conditions,
groundwater levels (that may fluctuate during the year), quality of construction (materials and
workmanship), and the water usage of the family utilizing the system/s. These conditions can vary, and
are outside the control of GEG. Satisfactory test results do not guarantee future performance of the
systemis; therefore, GEG makes no warranty (express or implied) regarding the future performance of
the well or septic system. GEG makes no representation whether an alternative well or septic system
can be installed on the property in the event either of the current systems fail to perform adequately in
the future. The content of this report is for the sole benefit of the person/party that retained GEG to
perform the evaluation. Reliance upon the information provided in this report by any other person or
party (including subsequent property purchasers) is not authorized, nor will it confer any legal right
whatsoever.
IN1
( C 7 3 Z`
o4
\_Npr e f e s slo no4 0
#AECC884
DSD SIGNATURE r
System #1 Approved for _ bedrooms `���0 `(((���rr'/
System #2 Approved for bedrooms ��Q C',y� r12
Disapproved ON-SITE%
Conditional approval for bedrooms, with the folk rt g st1wf wkND
WASTEp. ATER :
�
�..- Original Certificate Date:62-23' "-
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 responsiblefor errors or omissions in the professional engineer's' work.
7. ATTACHMENTS:
COSA Checklist_ Nitrate Advisory
Septic System Advisory Arsenic. Advisory
Well Flow Advisory Other
QAJ
COSA Checklist
Legal Description: ROCKHILL; BLOCK 2, LOT 14
Parcel ID: 015-362-26
If more than 1 septic system on lot: COSA Checklist #
of 1 Structure served by this system 1
A. WELL DATA
r] Well log is filed with Onsite (or attached)
Well; production at time of test 6.4+ gpm
Date drilled
Water storage tank volume N/A gallons
Total depth `240.2+ ft
Well disinfected for coliform test? ❑ Yes X No
Cased to UNKNOWN ft
❑ Coliformbacteria is Negative
WE Sanitary seal is functioning correctly
Nitrate mg/L n Nitrate less than MRL (ND)
❑Q Wires are properly protected
Arsenic ug/L © Arsenic less than MRL (ND)
Casing height (above ground) 12+ in.
Collected by GEG, LTD.
Date of flow test for COSA 5/11120
Date of Sample 1122/20
Static water level at beginning of test 127.8 ft.
Comments *PER GEG WELL TEST
B. TANK DATA `
C. LIFT STATION
Age of tank(s) 1 years
❑ Required maintenance completed
Tank type/material SEPMHOPE
Age of. lift station years
Measured operating fluid level in septic tank **61Lift station material
n Standpipes/foundation cleanout per record drawing
Comments: N/A
Date of pumping 6/12/20 ,.
**SHOULD BE �. (Q'7
D. ABSORPTION FIELD DATA
Which system tested (date installed) 6129/91
Adequacy test date 5/12/20
0 ALL standpipes present per record drawing
Results 0 Pass For 5 bedrooms
Total measured depth from grade 5•4i ft (max)
Fluid depth prior to test 0 in
Measured depth to pipe invert from grade 3.8 ft (min)
Water added 908' gal
❑ N/A - pressurized field
New depth 2 in
no Monitor tubes go to bottom of effective. If not, state"
Elapsed time 120 min
depth into effective
W Code -required soil cover over field
Final fluid depth 0 in
� System presoaked
Absorption rate 750+ gpd
(Required if vacant for greater than 30 days prior to
Any rejuvenation treatment (past 12 months) NONE
date of test)
Gallons introduced *2001 gallons
If yes, enter date N/A .
Comments/Deficiencies: PRESOAK PERFORMED ON 5111/20 -TESTED 1991 BED ONLY -TRENCH WAS SURCHARGED UPON ARRIVAL
COSA Checklist yellow sheet
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' Community Sewer Manhole/Cleanout> 100'
�✓ Yes if No ft [7]✓ Yes if No ft
Neighboring Tank > 100' P Yes if No ft Private Sewer/Septic Line > 25' E] Yes if No ft
Absorption Field on Lot> 100' F71 Yes if No ft Holding Tank > 100' R� Yes if No ft
Neighboring. Absorption Fields > 100' Animal Containment > 50' P Yes if No ft
Yes if No ft
Manure/Animal Excreta Storage > 100'
Community Sewer Main > 75' F/ Yes if No ft 0 Yes if No ft
From Septic/Holding Tank on Lot to: (Please enterdistances if less than required)
Building Foundations > 10' ❑ Yes if No *5+ ft Surface Water > 100' F Yes if No ft
Property Line > 5' F✓ Yes if No ft Wells on Adjacent Lots:
Absorption Field > 5' 1771 Yes if No ft Private Wells > 100' Q Yes if No ft
Water Main > 10' P1 Yes if No ft Community Wells > 200' ®'Yes if No ft
Water Service Line > 10' ✓0 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' R� Yes if No ft if absorption field is under driveway comment below
Property Line? 10' FV-1 Yes if No ft Wells on Adjacent Lots:
Water Main> 10' "P/1 Yes if No ft Private Wells> 100' P Yes if No ft
Water Service Line> 10' P/ Yes if No ft Community Wells > 200' R✓ Yes. if No. ft
Surface Water> 100'✓Q Yes if No ft
F. ENGINEER'S COMMENTS
*MET CODE AT TIME OF INSTALL **55 FEET AWAY FROM MAN MADE FOUNTAIN
ON R0CKHILL;B2, L13
o�6d4b0 q
G. ENGINEER'S CERTIFICATION o� OF/..
1 certify that I 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. �, , • , , d
1. f....................o
eff��y G �rness;'
'SI
f CE- c�O�
COSA Checklist yellow sheetpyo f es si000a'=
#AECC884
i
i1 y�, f
' JV
Frontier Surveys, LLC Project No: 20-206 Date: 6119J2020
6 Ordered By: Brian Broderick Plat* 1981-143 Grid: N/A
Swle 1" = 50'
LOTS
LOT9
POND
LOT 13 \
LF -gena:
W; Water Well Fence
Deck concrete
' z� Ery JI
th yc LOT 15 /
HOUSE DETAIL
SCALE 1"= 30'
S; Septic E. Elec. Pedestal
/
�-
N69"50'3G"E 162.72
/
p2 d.00
f0'TEL. &ELEC. EASEMENT
—
SV
-_ �`%
Lot '14, Block 2 0
1. This dowment is craalad forth. purpose of a single
property transaction and u subject to Padorai Copyright Laws.
Rockhill Subdivision
2. Eawpling for gross nagligonce, the liability for th's
3. Allmeas—es-ts
survoy shall not e—d tho cost of preparing this survey.
52,625 Sq. Ft. +/- w
-'�
•�
6551 U wsfon. Circle
-�
- LE ib{�isr m
/
Story Wood Frome House o
�� With Affached 2 CarGarago
survey
survey and is subject to any
of the Owner to determine ttw
,„ .
•:'9•j` fll
..istenc. of any eacemens, covenants, orrestriction which done appaaron
r% r
„-'•••�• 11
Il
t')40 H� 'j
\
As -Built Survey of
2nd STORY DECK
\
i .. •, . ....... m. s u:�� ..........,
it •,Ile. rz"s
ljl ,rT •" esynelmm r
1, Pierre Stragier, hereby certify that this Mortgage Inspection Survey
under my direct supervision on June 17th, 2020.
was performed by me, or
ff4t�t i"`o"`
Frontier Surveys,
650 W. 59th Ave. Suite E Anchorage, Alaska 99518
FRONTIER.
$tu'Ve 3•.,
�
/
PROFESSIONAL SEAL
y
POND
LOT 13 \
LF -gena:
W; Water Well Fence
Deck concrete
' z� Ery JI
th yc LOT 15 /
HOUSE DETAIL
SCALE 1"= 30'
S; Septic E. Elec. Pedestal
.� Light Pole (2) Water Valve
General Notes:
0
25 50 100
1. This dowment is craalad forth. purpose of a single
property transaction and u subject to Padorai Copyright Laws.
2. Eawpling for gross nagligonce, the liability for th's
3. Allmeas—es-ts
survoy shall not e—d tho cost of preparing this survey.
$Cole to Feet
cotback" ora to th. visua0epparant bui'.ding footprint
4. NI dimensions to pmparty Imes are plus minus 0.1 R,
`"`��hthhttt
This survoy compiies with th. ASPLS M.rlgnga Location Standards. Tha survoy represents s,Esibl. improvements and
ccedifiens at the tin. the survey. This doent docs
1
+ 0F111
1� ff
of corcutua bounda
s boundary
wminn—..!as that a subsequent boundary survey may reveal. it is the responsibility
survey
survey and is subject to any
of the Owner to determine ttw
,„ .
•:'9•j` fll
..istenc. of any eacemens, covenants, orrestriction which done appaaron
Hun record plat Unde u, clr<umsterms
„-'•••�• 11
Il
t')40 H� 'j
should this document be used for construction or for establishing a boundary or fetus line.
As -Built Survey of
T
y'J�� n "s
Lot 13, Mock 3 Hart Lake Estates Phase 1
i .. •, . ....... m. s u:�� ..........,
it •,Ile. rz"s
ljl ,rT •" esynelmm r
1, Pierre Stragier, hereby certify that this Mortgage Inspection Survey
under my direct supervision on June 17th, 2020.
was performed by me, or
ff4t�t i"`o"`
Frontier Surveys,
650 W. 59th Ave. Suite E Anchorage, Alaska 99518
FRONTIER.
$tu'Ve 3•.,
907.460.1686-info@froiitiersueys.com
PROFESSIONAL SEAL
w.
wwfrontiersurveys.com
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
O1~' ~6 22 6 NAA# ~,Oi [ I~) ~'~ ~"'~ 'L"~
GENERAL INFORMATION
Complete legal description
Location (site address or directions) ~EEI I.i~ES'/'ONE Ci~CLE
Property owner JfiHES ~- OPAL' 1~o6t~,l SoN
Mailing address 6ESl J-IHE~'/'oNE Cl['ct E
Day phone
Lending agency 5£~TT~-E HOeT6,~E Day phone ~..~'62-5-(=2~
Mailing address ~o ~, 3q ¢4
Agent ~LPHA REALTY ~TEYIE, J~NE~ Day phone ~2 -~2~o
Address P.o, ~o~ 23o~83 ANCN ~K ~23
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
Public 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
S~UeWLUOO leUO!~!PPV
:suo!Jelndp, s 6UIMOIIOJ eq~, q~!M 'SLUOOJpeq
'SLUOOJpeq
JOj leAoJdde leUOR!puoo
'peAo~ddes!o
'°J peA°Jddv ~t-
aan.LYNglS SHHO
eJn~eu§!s s,Jeeu!6u=l
.5'5'£1 ~.2'~z ~' euoqct ~ P/IS '~f'~_~.[_ ciO_/ LVT~ wJ!=l jo eUUeN
'9
).4:IgNION':I AG NOIJ. OgdSNI dO J.N:ilNg.LV.LS 'g
Municipality of Anchorage
Department of Health & Human Services
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description: £ 14 I~ 2 I~OC~K ~1£/.-
Parcel I.D.
A, WELL DATA
Well type PRIVATE
Log present (Y/N)
Total depth ,2qG
Sanitary seal (Y/N)
Y
If A, B, or C, attach ADEC letter.
Date completed
Cased to ~' z/O /
ADEC water system number N '~ '
Driller (2NgNoA/N
Casing height ] 2"
Wires properly protected (Y/N) )/
Date of test
Static water level
Well flow
Pump level
FROM WELL LOG
g.p.m.
AT INSPECTION
'7 7. o
~ 2~9
JUL ! ? ~EC'D
g.p.m.
SEPARATION DISTANCES FROM WELL TO:
Septic/holding tank on lot 113
t
Absorption field on lot 10 2
Public sewer main ~ /OD
Public sewer service line
~/oo
!
; On adjacent lots ~ leo
; On adjacent lots '~. /oo'
Public sewer manhole/cleanout -~/oo
Petroleum tank NoNE ~I~SE~'i/Eb
WATER SAMPLE RESULTS:
Coliform O
Date of sample: 7/'/'1 {~(
Nitrate
Collected by:
Other bacteria
B. SEPTIC/HOLDING TANK DATA
Date installed 7/~2
Cleanouts (Y/N)
High water alarm (Y/N)
Date of pumping (~/2.-///91
Tank size
Foundation cleanout (Y/N)
t SA~lC
Compartments '2.
Depression (Y/N) N
Alarm tested (Y/N)
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO:
Foundation / 7
!
Water main/service line ~ 70
Well(s) on lot /02, '
To property line ,~'0
Surface water/drainage
On adjacent Pots
AbsorPtion field ,.,c'
Ioo
72-0~6 (Rev. 3/91)Front MOA21 ,,, : :. CONTINUED ON BACK PAGE
C. LIFT STATION
Date installed
Size in gallons
Vent (Y/N)
High water alarm level
Meets MOA electrical codes (Y/N)
"Pump on" level at
Man ufactu rer
Manhole/Access (Y/N)
"Pump off" level at
Cycles tested
SEPARATION DISTANCE FROM LIFT STATION TO:
Well on lot
On adjacent lots
Surface water
D. ABSORPTION FIELD DATA
Date installed ~/28
Length ~1' Width 25
Total absorption area 15'25-
Depression over field (Y/N) N
Results (pass/fail)
Peroxide treatment (past 12 months) (Y/N)
Soil rating 0,~' GP~/~' System type
Gravel thickness ~ Total depth
Cleanouts present (Y/N) Y
Date of adequacy test N,Ai,
for
N If yes, give date N./~.
bedrooms
SEPARATION DISTANCE FROM ABSORPTION FIELD TO:
Well on lot
To building foundation
On adjacent lots '7 /oo'
Surface water
Curtain drain No~IE
On adjacent lots '~ /oof Property line
,,~ S' t To existing or abandoned system on lot
Cutbank lq,,~. 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 date of this inspection.
Signature ~~
Engineer's Name
....... :'$;,5'
HAA Fee $ //]~' ~
Date of Payment ?"//~- ¢ /
Waiver Fee: $
Date of Payment
Receipt Number
:-'!,
MU, C PA,m' OF A.C,ORAGE ---
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 0 / '~
DIVISION OF ENVIRONMENTAL HEALTH
CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL ~/~,~ - ~ ~1~.~
OF ON-SITE SEWER AND WATER FACILITY
264-4720
Application Date
GENERAL INFORMATION
(a) Legal Description (include lot, block, subdivision, section, township, range)
Location (address or directions) ,
(b) Applicant Name Z-E'~l /HD,'~ ~',~7~- Telephone: Home Business
Applicant Address -~"~'t';'r'D/E'-~.i C~J ' ~.O, ~"',~"~' /-~e~,,~J-~-~'y. ~,~'~L.J~"'~/~
(c) Applicant is (check one): Lending Institution~.; Owner/builder []; Buyer.[~; Other [] (explain);
(d) Lending Institution
Address
(e) Real Estate Company and Agent
Telephone
Address
Telephone ._~ ~/C//' _ 03~0/
(f)
Mail the HAA to the following address:
TYPE OF RESIDENCE
Single-Family,/~ Multi-Family []
Number of Bedrooms ~'/M¢~-~'~'
Other
WATER SUPPLY
Individual Well~lZ~' Community [] Public []
Note: If community/well system, must have written confirmation from the State Department of Environmental Conservation
attesting to the legality and status.
4. SEWAGE DISPOSAL
Onsite~L.. 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 (11/84)
Page 1 of 2
ENGINEERING FIRM PROVIDIN(. SPECTIONS, TESTS, FILE SEARCH, DA' ~ND 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 ~/""~fL~'7',~U~'//t.~G] ~_~tL.)~?. ~, Telephone ~ ~ --~ O ~ ~
Address ~/ ~J~.~ ~~ ~/~ ~/~ ~/~ ¢~
Date //'-- ~ - ~
DHEP APPROVAL
Approved for . bedrooms by
Approved ~ Disapproved
Terms of Conditional Approval
Conditional
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
A.
MUNICIPALITY OF ANCHORAGE (MOA)
HEALTH ~irEqORITY APPROVAL (NAA)
CHECKLIST - FEBRUARY 1984
Well Log P~esent (Y/N)
Total Depth Z ?~ Cased to
Static Water Level
Casing Height Above Ground
Electrical Wiring in Conduit (Y/N)
Legal Description:
If A, B, o~ C, D.E.C. Approved(Y/N)
Date C~pleted
Pump Set At
U~/c~/O '~ ~ Yield /~ef
Depth of G~outing ~o,-
Sanitary Seal on. Casing (Y/N)
Depression A~ound Wellhead (Y/N)
Separation Distances f~cm Well: ,
To Septic/Holding Tank on Lot /00 ~- ; On Adjoining Lots /oO
To Nearest Edge of Absc~ption Field on Lot /~ '~ ; On Adjoining Lots
To Nearest Public Se~ Line /~o ~ To Nearest Public Sewer
Cleancut/Manhole ~ ~ o ~- TO Nearest Sewer Service Line on Lot
Water Sample Collected By ~ ~- ; Date / ~ - / ~/- ~ 7
Water Sample Test Results ~>~/~c~/~ ~ ~/~
C~,~nts ?~L~-c~- / ~ ~_ ~-~ /$ 7- T,'q ~./~
Be
6~0o~ ~ dY ~cc~'~i'~c~ cF~P¢~i~l'3c? 15 ~-~z-'
SEPTIC/HOLDING TANK DATA
Date Installed ~ ~ ~ ~ Size /~-op ~. NO. of Cu,~a~tments Z--
Standpipes !Y/N) . y Air-tight Caps (Y/N) ~ .... Foundation Cleanout (Y/N) ~
Depression over Tank (Y/N) ~/ Date Last Pumped //~ ~ ~
Pumping/Maintenance Contract on File (Y/N) ~/ ; for
Holding Tank High-Water Alarm (Y/N) ~ Tempora=y Holding. Tank Permit (Y/N) ~
separation Distanoe's f~c~ Septic/Holding Tank:
To Water-Supply Well /~o
TO P~operty Line /5
TO Water Main/service Line
Course ~ /oD /
To Building Foundation 2g
To Disposal Field 1/~
To St~esa~, Pond, Lake, or Major D~ainage
Comments
[Page 1 of 2] 2-15~84
C. ABSORPTION FIELD DATA
Soils Rating in Absorption St=ara
Date Installed ~- ~ o ~ ~ Zx
Width of Field -~ /
Square Feet of Absc~Dtion A~ea
Dep=ession over Field (Y/N)
Results of Last A~equacy Test
Date of Last Adequacy Test
Type of System Design
Length of Field
Depth of Field II
Gravel Bed Thickness 5
Standpipes P=esent (Y/N)
Separation Distance frc~ Absc~ption Field:
To Wate=-Supply Well /~ o ~ To P=operty Line /
To Building Foundation ~- z o ' To Existing c~ Abandoned System cn
Lot ~//~ ; On Adjoining Lots ~7~ '
To Water Main/Service Line ~- ZS ~ To Cutbank(if present)
To Stream/Pond/Lake/c= Major D~ainmge Ccu~se ~/~ o '
· To D~iveway, Pa~king A~ea, c~ Vehicle Stc~age A~ea
Cu~ments
D. LIFT STATION
Date Installed
Size in Gallons
"P~ 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 du~ing Adequacy Test.
Meets MOA
Ccam~nts
** Check Permitted Bed~ocm Rating A~ainst HAA Request
I certify that I have checked/verified, c~ confc~n~ed to all MOA HAA'O~u~
on the date~of th/s i. nspection.
Signed ~~'~'-~ Date //- ~'-~
Company ~H3d, ~'-~5(~ ---~'~ MOA NO. C~ F?--~L3
KBi/d5/s
[Pa~e 2 of 2]
effect
2-15-84
TESTING LABORATORIES,
INC.
907.479.3 ~ 15
907.277 8378
Quality Control Report
Client: Constructing Engineers
ID#: A101487-4,5
Listed below are quality control assurance reference samples with a known
concentration prior to analysis. The acceptable limits represent
a 95% confidence interval established by the Environmental Protection
Agency or by our laboratory through repetitive analyses of the
reference sample. The reference samples indicated below were analyzed
at the same time as your sample, ensuring the accuracy of your results.
Sample# Parameter Unit Result AcceptabLe Limit
EPA WS378-6 ....... Nitrate-N mg/L
0.95 0.84 ~'''1.02
Reported By: ~ Date: 10/16/87
~~Carol J. Garrioon, Vice-President~
MUNICIPALITY OF ANCHORAGE
DIVISION OF ENVIRONMENTAL HEALTH
DEPARTMENT OF ~.~LTH AND ENVIRONMENTAL PROTECTION
A~PLICATION FOR m~.~J~TH AUTHORITY APPROVAL CERTIFICATE
General Information
Application Date April ~: ]qR~
(a) Legal Description (include lot, block, subdivision, section, township, range)
L,14 Blk 2 RockHil] Sqbd
Location (address or directions) 6551 Limestone Circle
(b) Applicants Name ,,0ennJs,Kenda]]
Applicants Address 6551Linestone Circle
(c) Applicant is (check one) Lending Institution
Buyer[---~ ; Other[ I (~plain);
(d) Lending Institution Colonial Mo~a§e
Ad~.ss Suite 107 E Tudor Rd
346-3322.
Telephone - Home :'Business
~; Owner/builder~;
Telephone 562-2181
(e) Real Estate Co. & Agent
,~Address
(f)
Telephone
Mail the HAA to the following address:
2. Type of Residence
Stngle-Family~--~
Number of Bedrooms
3. Water Supply
Individual Well~
Multi-Family~--~
5
Other (describe)
community["] Public[-'-]
Note: If community well system, must have written confirmation from the State
Department of Environmental Conservation attesting to the legality and status.
4. Sewage Disposal
Note: If community well system, must have written confirmation from the State
Department of Environmental Conse~ation attesting to the legality and status.
[Page 1 of 2]
En~ineerin~ Firm Providing Inspections~ Tests~ File Search~ Data and Information
As certified by my seal affixed hereto and as of the validation date showu 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 ~ype of structure indicated herein.- I further verify that,
based on the information obtained from the Municipality of Anchorage files and from my
investigation a~ inspection, 'the' on-site water supply and/or wastewater dis~sal
system is in compliance ~zlth all Municipal and State c~es, ordinances, and reg~tla-
tions in effect on the date of this inspection.
Name of Firm
Arctic Engineers Inc.
Telephone 561-1345
Address 1506 W 36th Ave
Date
4-5-85
DHEP Approval
Approved for
Approved
bedrooms
Disapproved
Terms of Conditional Approval
Conditional
CAUTION
THE MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
(DHEP) ISSUES HEALTH AUTHORITY APPROVAL CERTIFICATES BASED SOLELY UPON THE REPRESENT-
ATIONS 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 REQUIRE-
MEN"rS. 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.
(DHEP SEAL)
RR4/ej/Di8
[Page 2 of 2]
7-19-84
MUNICIPALITY OF ANCHORAGE (MOA)
HEALTH AUTHORITY APPROVAL (HAA)
CHECKLIST - FEBRUARY 1984
Legal Description
MUNICIPALITY OF ANCHORAGE
DEPT. OF HEALTH &
ENVIRONMENTAL PROTECTION
APR 8
RECEIVED
L14 Blk 2 RockHill S/D
Well Classification Individual
Well Log P~esent (Y/N) N
Total Depth 296
Static Water Level 215
Casing Height Above Ground 12" +
Electrical Wiring in Conduit (Y/N)
Separation Distances f~om Well:
To Septic/Holding Tank on Lot
Cased to
If A, B, c~ C, D.E.C. Approved(Y/N)
Date Completed Unknown Yield
Unknown . Depth of Grouting. Unknown
Pump Set At 223
Sanitary Seal on Casing (Y/N)
Y Depression Around Wellhead (Y/N)
100' + ; On Adjoining Lots 100" +
6 Bpm ~"
To Nearest Edge of Absorption Field on Lot
To Nearest Public Sewer Line 100" +
C leanout/Manhole N/A
Water Sample Collected By
Water Sample Test ~Results
Com~nts
100' + ; On Adjoining Lots 100" +
To Nea~estPublic Sewer
To Nea~est Sewe~ Service Line on Lot
Duane Maney ; Date 4/5/85~-~
Satisfactory ~'/'
25'+
B. SEPTIC/HOLDING T~TK DATA
Date Installed 7-82 Size 1500 qal No. of Ccmpa~tments 2
Standpipes (Y/N) Y Air-tight Caps (Y/N) y Foundation Cleanout (Y/N)
Depression over Tank (Y/N) Date Last Pumped 7-2-84
Pumping/Maintenance Contract on File (Y/N) N ; for .
Holding Tank High-Water Alarm (Y/N) N Temporary Holding Tank Permit (Y/N)
Separation Distances f~cm Septic/Holding Tank:
To Water-Supply Well 100'+
To P~opertyLine
To Water Main/Service Line
Course None Noted
To Building Foundation 29'
To Disposal Field .11'
10' + To Stream, Pond, Lake, c~ Major Dzrainage
Comments
[Page 1 of 2]
2-15-84
C. ABSORPTION FIELD DATA
Soils Rating in Absorption Strata
Date Installed 7-82
Width of Field 3'
125
Square Feet of Absorption A~ea 665
Depression over Field (Y/N) 'Y Date of Last Adequacy Test
Results of Last Adequacy Test $~isfactory
Separation Distance f~cm Absorption Field:
To Water-Supply W~ll 100'+ To P~ope~ty Line 10'+
Type of System Design Trench
Length of Field 66.5'
Depth of Field 11 '
Gravel Bed Thickness 5'
Standpipes P~esent (Y/N) y
None
20'+ To Existing or Abandoned System
; On Adjoining Lots 30'+
None
To Building Foundation
Lot Nnnm
To Water Main/Service Line 10'+ To Cutbank( if p~esent)
To Stream/Pond/Lake/or Major D~ainage Course' None Noted
To D~iveway, Parking A~ea, or Vehicle Storage A~ea 10'+
Co~mrents The ~@Dt~ ~m w~ '[n~']t~d ~n 7=R? ~nH w~c iJ~ad~d in 5-~3
(meapp~0ved). Bein~ that the s~/stem had been app~0ved in the last 2 reams ~n adeGuacy
test did not have to be perfommed.
~IFT STATION
Date Installed
Size in Gallons
"P~af~ On" Level at
High Water Alarm Level at
Tested fo~
Electrical Codes (Y/N)
Dira~nsions
Manhole/Access (Y/N)
"Pump Off" Level at
Vent (Y/N)
Pumping Cycles du~ing Adequacy Test.
M~ets MOA
Co~,,~ents .
** Cheek Permitted Bed~ocm Rating Against HAA Request
I certify that I have checked, verified, c~ confc~med to all MOA HAA Guid~]i~m~ in effect
on the date of this inspectio.~
Si Date 4-5-85
~ ~ng~ MOA No.
[Pa~ 2 of 2]
2-15-84
- APPLI/- IT FILLS OUT UPPER HA"-'"' ONLY
.~roperty. Owner ~t~l~J/.~ /t/,~/ ~.~-'~\ ~L~ Phone
a~ling Ad~re~ ~' ~ ~ ~? -~ ~'~J~~ Zip Code ~7
Buyer " ~ ~ ~'k~ ~
Address Zip Code
Lending Institution ~y¥~_ ~ ~ ~ ~ ~ Phone
~e~ co. ~ A~.~ /~Z~
Address Zip Code
Legal Description ~OT' ~ ~L~ ~ I~C~
Street Locati~ ~ / ~-.~ ~/~.-~ A~' ~{ I ~
Ty~Resi~nce
~ Single Family
~ Multiple Family No. of Bedrooms
~ Other
Wa~upply
~ Individual ~ ~ ~(~ A~ACH WELL LOG. A w~l log is required for all wells drilled since June 1975,
~ CommunitYPublic Utility ~ ~..~ ~ ~ For wells drilled prior to that date, give well depth (attach log if available).
Se~e~isposal
~ Individual ~ ~.~ Year Individual Installed: ~ ~- ~1 /~
~ Public Utility When Connected to Public Utility:
~ Holding Tank
NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH RE~EST BEFORE ~OCESSING CAN BE INITIATED,
Time Time Time Time
Date Date .~....~ ( ~,. ~. ~'3 Date Date
Inspector Insp~tor Insp~tor ~ Insp~t~ ~
Field Notes:
~ ~UNICIPALITY OF ANCHORAGE
RECEIVED
~ ~APPROVED B~DROOMS *CONDITIONS OF APPROVAL
( ) CONDITIONAL APPROVAL* .
Soils Rating Date ~wer installed Well To Absorption Area ~ Well Log Received
"~ --~ ~' Well to Tank ,, Septic T~k Size
January 3, ].983
Dennis H. and Barbara Kendall
SRA Box 64-E
Anchorage, AK 99507
Subject: Lot 14 Block 2 Rockhill
Approval for the individual sewer and water facilities cannot
be granted until the following items have been completed:
The top of the well casing should be sealed so that it is
water tight.
The water analysis report needs to be submitted to this
office from the Chem Lab, 5633 B Street, for our review.
o A four ~4) inch cleanout needs to be installed to the sep-
tic tank.
° A four (4) inch cleanout needs to be installed to the
leaching area.
Please notify this Department for a reinspection when the
noted discrepancies have been corrected. If there are any
further questions, please call this office at 264-4720.
Sincerely,
RP1/p/EH
Robert C. Pratt
Associate Environmental Specislist