HomeMy WebLinkAboutMCCARREY LT 2
MUNICIPALITY OF ANCHORAGE
On-Site Water&Wastewater Program
, PO Box 196650 4700 Elmore Road !..
Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997Li
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On-Site Wastewater Disposal System Permit
Permit Number: OSP191162 Effective Date: 10/23/2019
Work Type: Septic Upgrade Expiration Date: 10/22/2020
Tax Code Number: 01709282000
Site Legal Address: MCCARREY LT 2 G:3038
Site Mailing Address: 14361 GOLDEN VIEW DR, Anchorage
Owner: LEE JONATHAN D & MARTHA A Lot Size in Sq Ft: 81893
Design Engineer: ANDERSON CONSTRUCTION & ENGINEERING Total Bedrooms: 5
This permit is for the construction of:
El Disposal Field Q Septic Tank 0 Holding Tank 0 Privy 0 Private Well 0 Water Storage
All construction shall be in accordance with:
1. The attached approved design.
2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska
Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80)
3. The wastewater code requires inspections during the installation. The engineer shall notify the Development
Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
shall be either:
a. Opened and Closed on the same day, or
b. Covered, sealed, and heated to prevent freezing
Special Provisions: A test hole shall be provided at time of construction for the 5-bedroom reserve drainfield.
The test hole shall confirm separations to impermeables and seasonal high groundwater, as well as percolation
rate. Please submit the soils log with the inspection report and show the reserve drainfield on the record
drawing.
Received By: /7111 ,`G/1 Date:
Issued By: f`� Date: 10 MI
MUNICIPALITY OF ANCHORAGE
• , r
Development Services Department � _ / Phone: 907-343-7904
On-Site Water & Wastewater Section Fax: 907-343-7997
ON-SITE SEPTIC/WELL PERMIT APPLICATION
Parcel ID.D. 017-092-82
Property owner(s) MARTHA LEE Day phone 345-5238
Mailing address 14361 GOLDEN VIEW DR ANCH AK
Site address SAME
Legal description (Sub'd., Block & Lot) MCCARREY LT 2
Legal description (Township, Range & Section)
Lot Size 81,893 Sq. Ft. Number of Bedrooms 5
APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING:
(ID all that apply)
Absorption Field 0 Initial ❑ Single Family (SF) ❑
(w/wo ADU)
Septic Tank 0 Upgrade ❑ Duplex (D) ❑
Holding Tank ❑ Renewal ❑
Multiple Dwellings ❑
Privy ❑ (SF and/or D)
Private Well ❑
Water Storage ❑
THIS APPLICATION INCLUDES A WAIVER REQUEST FOR:
Distance:
I certify that the above information is correct. I further certify that this is in accordance with
applicable Municipal Codes.
7141A-t
(Signature of property owner or authorized agent)
Permit/Rush Fees: 4 59 5 Waiver Fees:
Date of Payment: 5 11 HI Date of Payment:
Receipt Number: IVI 0 $ `� Receipt Number:
Permit No. S e c) 1 1 (0'1 Waiver No.
G:\Development Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc
Sept 12, 2019
Municipalities of Anchorage
Departments of Health and Human Services
P.O. Box 196650
Anchorage,Alaska 99519-6650
Fax 249-7847
Re: New septic permit
Legal: MCCARREY LT 2
' To Whom it may concern:
This is a request for a septic permit on the above referenced lot which has failed. The old test hole shows
GW and SM for a total depth of 15.5 feet and a perc rate of less than 1 minute per inch. Prior to installation
of this new system a new perc will be done to verify the soil perc rate and if a sand filter is required. A
simple deep trench has been designed due to the good soils. The new system is a simple gravity flowf5
bedroom system with 7 feet of effective depth. This new system will not impact any of the neighboring
properties. The maximum slope is between 15 &20 percent to the south west,see the site plan.
Sincerely //A\
Michael N. Anderson, P.E.
4661 Natrona
Anch,Ak 99516
Ph 727-8864
DESIGN CRITERIA: ` MOUND OVER
(TH#1) o -- GRADE
5 BDRM X 150 = 750 GPD2.5 .ORG/FILL ' _______
SOILS = 750/1.0 = 750 GPD
750 GA/14 = 54' GP/GM 3.0 i •� FILTER PIPEABRIC
(1) TRENCH SEWER ROCK
10.0' DEEP
7.0' EFFECTIVE -10.0
2.0'WIDE 12.0' I
54' LONG 17
SEPTIC FIELD SECTION
l
-EAST 142ND AVE-
.S5
N L.6
wP7—EXISTING WELL
L7—EXISTING WELL J
i'l
a
> 1 /'; \" EXISTING HOUSE
W 1/ 9 \ < I N
/ \ _
/- -5' \ I ta I 1
�
I / \, \` / PROPERTY LINE
1 / / • i
\-- I . 'VI-Allk-
/'- N l PROPOSED f.--,
// \ \\ DRAINAGE FIELD
/ \ �S. //
I • I -�' W
l - U
\ ,
\• // U
EXISTING WELL z
z
I z
J ?1
/ I1
Septic Design Prepared for
.iiviss•iiiiI
MARTHA LEE ..• OF 444•4
.,...64.
MCCARREY, LOT 2 �1, •,
Anchorage, Alaska 49 TH /\ 0
• lilt : 00
Michael N. Anderson, P.E.
DATE: 10/17/2019 O '\MICHAEL N. ANDERSON;
4601 NATRONA AVE DRAWN: DJR •O. No. E 9�69 z
ANCHORAGE,ALASKA 99516 •� ..!�••••.....'l.•••'' .•
(907) 727-8864/FAX: (907) 345-1391 SCALE: 1"=200' X14,1 � ;+ ••�
I
. I
___________ I
f
1
I
•
/'N \\ I
/ : EXISTING WELL ,( CJ
I 100'RADIUS ,! \ MCCARREY I\
EXISTING WELL LOT 1
•
' /// II 100'RADIUS ` I"' LOT4CCARREY
1 _ / i \i
I CO IS LESS THAN 25 FROM THE / I •
WELL,HOUSE BUILT IN 1960 /
/ 1 MCCARREY I \
I PRIOR TO CODE APPROVAL ,, LOT 2 \
11 I I \1
I
\ PROPERTY LINE i /• 1
/ I
\• EXISTING
•
• j HOUSE • I , 1
\♦ 1 // / CO03 �1CCq�tREY
EXISTING TANK AND FIELD TO BE \,/ //� I L 3
DECOMMISSIONED PER UPC .�\\
13
V
'N TC•4,CO / m
•
1 2'CONTOURS CP \\\\<„/ f/ I
/ MT I .\ ,
/
,�. NEW 1500 GALLON PLASTIC 1 • / oda I
TANK W/20"RISER ` /
— _ — - — — —, — - — _EXISTING WELL \
— — — — — — 100'RADIUS
__20'OVERHEAD ELECTRICAL - — — — — —
-- -- -
— — - — EASEMENT TO BE STAKED BY - / _ _ —
1
SURVEYOR /
SARABELLA LANE /
ADDITIONAL TEST HOLE FOR I
— — — — -RESERVE AREA REQUIRED FOR - — — - — — — - 1 PROPERTY LINE
5 BEDROOM SYSTEM (---�-- 10'DRAINAGE EASEMENT
20'ACCESS EASEMENT - I
T12N R3W SEC 35 \ j12N R3W SEC 35
/. PARCEL 17A \';PARCEL 18A
/
Septic Design Prepared for
MARTHA LEE ••. .\ .........•OF �xi •.
MCCARREY, LOT 2 �s �1, •' ��
.V/• 49 TH /� •. ****0
Anchorage, Alaska ` : •
/
•
•
Michael N. Anderson, P.E. DATE: 10/17/2019 to
#.\MICHAEL N. ANDERSON/ /
4601 NATRONA AVE ��� No. E 469 =�
DRAWN: DJR •
ANCHORAGE,ALASKA 99516 �.j '••�k .. ••• `�.*
(907) 727-8864/FAX: (907)345-1391 SCALE: 1"=50' ��,,1 �;;'a`:.�.
Municipality of Anchorage -VI E'AakaA
Development Services Department .%�`\�'�� •
•.°)/r-4P
•
On-Site Water and Wastewater Section r � � *°'7
�' y�r 4700 Elmore St. d . 49TH • �r�f
V _ P.O.Box 196650 Anchorage.AK 99519-6650 /• �t
�` WWVV.rTIUnl.OrO/OnSlte �` :�%/'{i tgr/,'
(907)343-7904 °i E Y fa
fyMICHAEL N. ANDERSON ; ,
.A�°••. CE-9469 ... „4-4,
Soils Log - Percolation Test i�' :F•., _ •.•., ..A
Performed For: C`4 4 V 4H& L`'t C1 Date Performed: `V.,E5 `�` �'
Legal Description: 01 rL Cory f(n L- )4- 2_— Township, Range. Section:
I 44
1 Slope Site Plan
Depth
(Feet)
1- e.7?"€- tri I,e
2 ovC7 /�/1/ ave
3-
4-
5- /�
6- �7
7-
8-
WAS GROUND WATER
9- ENCOUNTERED? No
S
10- IF YES,AT WHAT DEPTH? L
Depth to Water After P
E
11
Monitoring? jm E
12- Date /0I VIII -
13-
14- Reading Date Gross Time Net Time Depth to Water Net Drop
15- /y4u/ff /ay"rt G /r S•1
16- i << S"1/
18- L /t 5"
19-
20-
PERCOLATION RATE Z,.,..- ,minutes/inch PERC HOLE DIAMETER CO
TEST RUN BETWEEN 14,4' FT AND Gj c" FT
COMMENTS
PERFORMED BY: /./)ii*--S,A,, I CERTIFY THAT THIS TEST WAS
PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: /MAqr
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
NAME
LEGAL DESCRIPTION
W
I" IL'"' eapacitv in a''°ns I IF'HOMEMADE
/r) cO :
I~ 0 '~ I D STANCE TO Well
~--~ Manufacturer
Q I Well
~m I DISTANCE TO:
~ ~ ~ No. of lines_ Length of each)~e
(~ ~ Top of tile to finish grade -
~ Length Width
~ ~ I Type of crib Crib diameter
~ DISTANCE TO:
Well
~ I DI ......... Building f~undation
Absorption area / Dwelling
'~-//~ Materiat ?~
IInside Ion. th Width "<:~ <~ ·
Dwelling
Material
Nearest lot line
Trench w dth
~.~ ~inches
Foundation
Total length of lines
Material beneath tile
Depth
Crib depth
Building foundation
Sewer line
OTHER
PiPE MATERIALS
b 303¥
SOIL TEST RATING
~Do ,~
~ L~.JPGRADE
ND-OF __ .C, ,~OMS
PERMIT N~,~ ~, ~OG
No. of compartments
Liquid de~'t h
PERMIT NO.
Liquid capacity in gallons
PERMIT NO. '
Distance between lines
Total effective absorption area
PERMIT NO.
Total effective absorption area
Nearest lot line
Distance t,e lot line PERIVJlT NO. ,'
I Septic tank f/O ¢J f Absorption area(s)
VED DATE
72-013 (Rev. 3)78) ' ,,~" ////
LEGAL
F'E~F:fi~'1Z"F F,E).
Ir:! P F' L :1: C FI N "1"
L ')C F:rF T
L E 3FIL
RI::IBE: I T _.t:-. E 1~: r, F!REFt
F:~FIRCEL 22:: 'T±;:2 F:]:I.,.I SEC 2.:5
HF!XIi'"!L1H NUHBEER OF BE:E:,F::OOH'...:;, ::ii: z,L IL K:FI]"!I",IG ':S:.) F'T?BR)= fOO
TF¢:::: F::F. ZQU I RED ?.:, .~ ::::.E f" F:,,' THE SO i L. FiR'qr'~'F'T I '~ N,:,~'"' ..,-m~:z, ~ ~'~ ...... r ,::; -
LOT SIZE ~."_.:5600 SQUR~::E FEET
TFIE L..ENCCf'H [:,!HENSION IS; THE LEN3TH (IN FEET::, OF ]"HIE TRENC:H OR ;::,RFtlNF!EI_[:,.
.... NE' C, EF'".rH OF' Fl TF.:EF,P.?Pt :'fi:i: PIT I~5 THE D~'STF!NC:E BETNEEN TFIE 'L:: .F.'FFIZE OF THE
Gi::~p31~J?.,t[:, Ffi'.,ID THE BOT'rOH OF' THE E..-.,...? ,? f~...,I', ,::IN FEET::,
THERE 't: 5 NO SET l.,.! I DTH FOF.': TF:Ei'.,I[::PIES.
ThtE GF.!FI',,,'EL DEPTH I S; 'TFiE H I N ]: HOH ",FP"f'H OF: GRR'v'EL E;ETLIEEt,I THE OUTFFILL F'!
FIND THE E',OTTOM OF' THE ENCFI',,,'FITION' ,'IN FEET::,.
PERHIT I.qF'F'[ .T. iCd'-C,T I-.Hz, THE E'E"::F"i'.I':::;I'RTt Z't"h.' "FO IFIF:'CRH THIS E E.f..HF...f'IENt' C, URINE[ THE
t.IELL.::, FIE:,JFi(:::E:NT TO TH I S r. _r,. ,
[ .NSTF!LLF:IT [ Ed'-.t :[ N:::;F::'ECT I ONE; OF Ffl'q'¢ . .... ::,~", "~::,I::'~::,-,.., FIN[:, THE
'"" ~r,''~ 1::'
NUHBE:F~: OF F.::E:S :[ DEt'-,IC:E:S THFtT THE WELL W I LL..:,E
"F" -' ...... I E:?
E:RC::KFILLINC, i OF F=!I'-47 S'T'STEM kl]:THOUT F:[.NRL INSF'EC:-f'tON R!'.,ID PI FI:._ H_ THIS
[:,EF'FIF.:THENT H t LL E:E '.::-;UE;J'ECT TO F'F.:OSECtJT I
MIN:[MUH DIS]"RNC:E BETktEE:N I:::t kiELL. FIND f:tNV ON-SITE Z~,Et.4FtGE D!:..SPOSF:fi. S'T'5;TEM IS
J..00 FEET F'OF.:.' t::I PRI',,,'FKI"E 1.,.IEL. L OFt ::I..[:~0 TO ::800 F:'EET FROt"I R PUBLIC NELL [:,EF'EN[:,ING
UF'ON THE T'T'F:'E OF' PUBLIC': WE:L[ ....
H!NIMUH D:[STFtNCE F'F,!OM FI F'RI',,,'I:¥'f'E WELL. T'O F:I PR'.:[',,,'F!'TE :SEWER L. tNE IS 2!!5 FEET
"I"0 FI COHHUNIT'¢ SEklER [..:[NE IS 75 FEET.
OTHER REO. UIREf'!EI",I"f'S HF'IY Fff::'PL.'¢. SF:'EC:tFICFITZONS Fff.,iD C:OF,ISTRUCTION [:,IF:tGF?.F!HS R~'.E
F!',,,'F:I Z LFtBLE TO I t'.,!SL!F.:E PROPER I NSTI:::ILL. FFFI ON.
I C:ERT I F":" THF!T
:L: I RH F'F:!HILiRR WITH THE F.:E(;'~UIF.'.EMEI'.,I'TS'; FOR C~N-L-T.,ITE SEt.,.fEF'.S; FIND WEL. LS; FIE; E;ET
FORTH E¢.r' THE MUF,! t C I t::'RL .,T, -f'y ('.'iF' RI",!C:FIORFIC'iE.
2: I WILL INSTRLL. THE $'-?STEH IN RCCOF.:DFINCE I.,.!tT'H THE.:. CODES.
:;~:: :[ UI'.,E.':,E,~;?.STRNr.':, "f'HRT THE OF,t-S!']"E SEI.4ER 'E,'.¢STEM HFI'-? REQLIIRIE E:NLR¢:GEMENT I.F THE
RES.'[ [::,EN~~:HODEL. ED TO ! NCLU[:,F FIOF..'E THRN ::~: E~EDF.'.OOHS.
S, I L:iN.E.[: ~ ~ ~ '~ ~ .................................................
'~ F~:'L~...:Ffl",Ff' SFIL. L.'¢ HOI".!~%![~ ..
:, \q q L¢3, 3o( % '3 L-[5
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG- PERCOLATION TEST
PERFORMED FOR:
LEGAL DESCRIPTION: "~1~_...~.~
SOILS LOG
PERCOLATION
TEST
1
2
3
5
6
~ 7
SLbPE SITE PLAN
C= ~ l~,o~n. Sit-TX 5A~JD
L
14
15-
16-
17-
18-
19-
2O
· ,;~?, ..... ...,,.~.~ I,
Allan W. Murhtt ~ ~
~{~ was ~ROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
(:~w~o , ML
Gross Net Depth to Net
Reading Date Time Time Water Drop
~r~" ~hzl~ ~:~sl~
COMMENTS
PERFORMED BY: ~1..,I,_~
PERCOLATION RATE '~
TEST RUN BETWEEN ~' FT AND .
(minutes/inch)
4.S', FT
~o0
72-008 (6/79)
Parcel I.D. #
1.
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
GENERAL INFORMATION
Oomplete legal description
Location (site address or directions)
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWELLING
HAA#
Property owner ~¢,u,~,~ Nf¢ cAA,~-'C.'T' Day phone
Mailing address l~ZVql P--.l'b,~' ~::i~l~c~. / OwCl~-
Lending agency -'~'[A, Day phone
Mailing address
Agent
Address
Day phone.
NUMBER OF BEDROOMS:
TYPE OF WATER SUPPLY:
Individual well
Community well
Unless otherwise requested, HAA will be held for pickup.
NOTE:
Public water
If community well system, provide written confirmation from State ADEC attest-
lng to the legality and status of system.
4. TYPE OF WASTEWATER DISPOSAL:
NOTE:
Individual on-site
'Holding tank
Community on-site
Public sewer
If community wastewater system, provide written confirmation from State ADEC
attesting to the legality and status of system.
72-025 (Rev. 1/91) Front MOA #21
s),uawwoo leUO!),!ppv
:suop, elnd!),s §U!MOIIOJ eq~, q),!M 'SLUOOJpaq
'SwooJpaq
_F~ ~,~-9~.'Z- aUOqd
JoJ i'eAoJdde I'eUO!:l.!puoo
'peAoJddes!a
/ JoJ paAoJdd¥
31:lnJ.V'NglS SHHO
· uo!),oedsu! s!q), ;o elep aH), uo ),oej~e u! suo!),eln6eJ pue 'seoueu!pJo
'sepoo e),e),S pue led!o!unlAI lie M),!M eoUe!ldUJoO u! s! LUm, S/`S lesods!p ~a),eMe),seM ~o/pue/`lddns
~e),eM e),!s-uo eq~, 'uo!),oedsu! pue uo!),e6gse^u!/`LU LUOJJ pue Sel!~ e6e~oqouv jo X),!led!o!unlAl
LUOJJ pau!e),qo uop, euJJoju! eqJ uo peseq ),eq),/`JJJaA Jaq),Jnj I 'u!eJeq peleo!pu! eJn),onJ),s jo ed/,), puc
SLUOO~paq JO jaqLunu aq), JoJ e),enbape pue leUO!),ounj 'ajes s! LUa),S/`S lesods!p Ja),eMajSeM Jo/pue
/`lddns JmeM a),!S-UO aq), ),eq), SMOqS uo!),eo!ldde leAoJdd¥/`),!Joq),n¥ q),leaH s!q), ~o
/`uJ ),eq),/`J!JaA I 'MOlaq UMOqS ejep UO!),ep!leA aq), JO Se pue o]aJaq pex!jje leas/`uJ/`q pau!lJao s¥
'9
I:ra~lNlON~l AG NOIJ.O=~dSNI dO .LN~liN::IIVJ.S
Municipality of Anchorage
Department of Health & Human Services
HEALTH AUTHORITY APPROVAL CHECKLIST
Legal Description:¢-~~-c-E-L- ;;/-'?"j '-r'/7_.~ ~ ~ t~..3/ $~Parcel I.D.
A. WELL DATA
Well type ~
Log present (Y/N) ,',~0
Total depth
Sanitary seal (Y/N) '~ ~---~
If A, B, or C, attach ADEC letter. ADEC water system nUmber
Date completed u~ ~.¢-~, J Driller
Cased to ~-t- ~-,- Casing height
Wires properly protected (Y/N)
FROM WELL LOG
Date 9f.test
static water level
Well flow
Pump level
SEPARATION DISTANCES FROM WELL TO:
Septic/holding tank on lot
Absorption field on lot
Public sewer main
Sewer serviCe line
g.p.m.
AT INSPECTION
&,-z.~-~ ~--
; On adjacent lots
; On adjacent lots
Public sewer manhole/cleanout
Petroleum tank ~J/~
WATER SAMPLE RESULTS:
Coliform
Date of sample:
Nitrate ~. t',4,'l~ L.-
Collected by:
Other bacteria
B. SEPTIC/HOLDING TANK DATA
Date installed /~ ~'~-- Tank size /~o ~A ~- Compartments 1
Cleanouts (Y/N) 'Te.~ ~ Foundation cleanout (Y/N) '-¢e~.~ Depression (Y/N)
High water alarm (Y/N) t-4,O Alarm tested (Y/N)
Date of pumping
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO:
Well(s) on lot ~f z'
TO property line ~'¢.6~
Surface water/d rainage
On adjacent lots
Absorption field
! ~¢) -r' Foundation
/ ¢ ~ Water main/service line
72-026 (Rev. 7/91) Front CONTINUEDON 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
Manufacturer
Manhole/Access (Y/N)
"PumP off" level at
Cycles tested
SEPARATION DISTANCE FROM LIFT STATION TO:
Well on I°t On adjacent lots
Surface water
D. ABSORPTION FIELD DATA
Date installed
Soil rating /~c~ ~'~J~, System type
Gravel thickness
Cleanouts present (Y/N)
Date of adequacy test
for c,~e. ~lSe-
If yes, give date
Length '~'-~-- Width ~,o~,~
Total absorption area '~C~o .S~ ~
Depression over field (Y/N) ~ O
Results (pass/fail) ~'~'~ .~ -.~
Peroxide treatment (past 12 months) (Y/N)
Total depth /~ '
¥~,
bedrooms
SEPARATION DISTANCE FROM ABSORPTION FIELD TO:
Well on lot ~! C~ -~ On adjacent lots "oc~'r Property line
To building foundation ~' ~- ~ To existing or abandoned system on lot
On adjacent lots / °c~'r ~'r
Surface water ~o~ ~:
Curtain drain ~"(~.
Cutbank w..~, Water main/service line
Driveway, parking/vehicle storage area
E. ENGINEER'S CERTIFICATION
Steven R. Pannone ,~
CE - 8'J49
HAA Fee $ /
Date of Payment
Receipt Number
Waiver Fee: $
Date of Payment
Receipt Number
72-026 (Rev. 3/91) Back MOA 21
Engineer's Name ~"r-z__-~O.~
I certify that I have checked, verified, or conformed to all MOA and HAA guidelines,it~;effect on the date of this inspection.
Signature
I
Tom Fink,
Mayor
unicipality of Anchorage
Department of Health and Human Services
825 "L" Street
P.O. Box 196650 Anchorage, Alaska 99519-6650
343-4744
July 31, 1992
Steven R. Pannone, P. E.
PO.Box 142025
Anchorage, Alaska 99514
Subject: Waiver Request for T12N R3W Section 22 S½ S½ NW¼ NW½
Waiver Request 9WR920035, PID ~017-Q92-09, HA920431
Dear Mr. Pannone:
Your request for waiver(s) of the required 100 foot horizontal
separation of a septic system to a private well has been approved.
The approved separation distance(s) are the well to the septic
tank 90 feet.
This waiver approval applies to the existing septic system to
well separation only. Any future upgrade to either will
require all separation distances be met or another approval
from this department.
Sincerely,
Daniel J. Roth
Civil Engineer
On-site Services
C°icur:
~//ioh~ r SammiMt ~ a ~ ~ Er' '
On-site Services
ljm:~6
;22
/%
GOLDENVIEW -' ~ DR
PI C KETT ST.
F'C)HF'~TR I~,N CIR.
I I
LITTL[
July 9, 1992
Municipality of Anchorage
Department of Health & Human Services
825 "L" Street Room 502
Anchorage, Alaska 99501
Re: Request for variance of 100 ft separation distance between well and septic
system
Legal: Proposed McCarrey Subdivision
Dear DHHS,
After reviewing the asbuilt drawings of the existing on site system (see attached copy) I
started the typical tests for a adequacy test and measured the distance between the
well and the septic. The distance was 90 feet to the tank and 105 feet to the absorption
field. The adequacy test on the septic system passed, but the water purification did
not. The results showed that the nitrate was good (0.1 MDL see attached copy) but the
fecal was positive. After chlorinating the well I retested the well which came out
negative on both tests.
Following this test Mike Anderson talked with Dan Roth at DHHS about how the well got
contaminated in the first place. Dan and Mike reviewed the site conditions to find some
reason for the pollutants. With the Iow nitrate level it looked like the septic wasn't
causing the problem. With the well casing below the existing ground level and a dog
house 10 ft. from the well, it seemed like the best source of contamination might be
coming from the animal waste around the dog house/well area. Therefore 3 ft. of well
casing was added and 4 ft. of fill was excavated out of the surrounding well area and
replaced with a silty-clay material sloping away from the casing. Then a new test was
run again for a check which showed negative results (see attached copy).
Therefore with the above history reviewed I am requesting a variance for the separation
distance between the well and the septic for the following reasons, with points given for
each area the State of Alaska gives on your hand out.
1. The well is 90 ft. from the septic meaning a 10% variance
The zoning is R-6 (1-1/4 acre lot size) this lot is 1.9 acres with an excellent perk
rate (see asbuilt). The density is approx. 12,000 to 13,000 square feet/bedroom
assuming a 5 bedroom home was later built or added on to the existing single
bedroom home.
The population at risk is very Iow with R-6 lot sizes and most of them being 2
acres or more.
The separation distance between the water table and the septic is approx. 100
feet. [8 points]
The soil absorption for the soil layer at the bottom of the test holes was Iow due
to silt. [3.5 pts]
The permeability of the soil layer at the bottom of the test holes was Iow due to
silt. [2.0 pts]
The water table gradient was only 0.3 pts which will be neglected.
The horizontal separation distance 90 feet. [2.6 pts]
Total Points 16.1
I have included the soil logs from the surrounding properties which will help to show the
soil strata for the given area. With the system being in the 16 to 25 point area I feel it is
a safe system and that the well water will be acceptable to drink. If you have any more
questions please call me
Sincerely,
Steven R. Pannone, PE
NORTHERN TESTING LABORATORIES, INC.
3330 INDUSTRIAL AVENUE FAIRBANKS, ALASKA 99701 907-456-3116
2505 FAIRBANKS STREET ANCHORAGE, ALASKA 99503 907-277-8378
Drinking Water Analysis Report for Total Coliform Bacteria
TO BE COMPLETED BY CLIENT
[] PUBLIC WATER SYSTEM I.D. #
PRIVATE WATER SYSTEM
City State
SAMPLE DATE:
SAMPLE TYPE:
[] Routine
[] Special Purpose
Mo. Day
Zip Code
__ c~ ~_~Phone ~- 7 ~.~ '~ r-~C '~- ~-(' ~--
Year
Purchase Order No.
[] Check Sample (for original contaminated
~ sample with lab reference no.
Sample Time
No. . Location Collected
2
3
4
5
6
7
8
9
10
[] Treated Water
[] Untreated Water
Signature of Representative
)
Collected by
Laboratory Ref. No.
CASH CHARGE PREPAID TRANSMITTAL
SPECIALINSTflUCrlONS
MAIL
HOLO FOR
PICKUP
Date Received ' \ ~')~/0 ~.? / ~.
Time Received
Next Sample Due
COMMENTS:
SATISFACTORY
UNSATISFACTORY
RESAMPLE
OTHER BACTERIA
TOO NUMEROUS
TO COUNT
R
OB
TNTC
Direct Verification Final
LSB BGB Result*
*No. of Total Coliforr)z~l)olq~ies per/)O0 mis.
Date
NORTHERN TESTING LABORATORIES, INC.
3330 INDUSTRIAL AVENUE FAIRBANKS, Al. ASEA 99701 907-456-3116
2505 FAIRBANKS STREET ANCHORAGE, ALASKA 99503 907-277-8378
Drinking Water Analysis Report for Total Coliform Bacteria
TO BE COMPLETED BY CLIENT
,
RIVATEWATER SYSTEM
M.iling Address t~' ~ ¢~
Oi~, State, Zip Oede
SAMPLE DATE:
~ ~) fig._ Phone
Mo. Day Year
Purchase Order No.
SAMPLE TYPE:
outine
[] Special Purpose
~heck Sample (for contaminated
original
.~ sample with lab reference no, ~"'! ~J ~ ~. )
METHOD OF ANALYSIS:
[] MF Membrane Filter
Sample Time
No. Location Collected
1 -"-'
[] Treated Water
I~:-U.~treatedWater
[] MPN -- Most Probable
Number
Collected by Laboratory Rs~. No.
7
8
Signature of Representative
CASH CHARGE PREPAID TRANSMriTAL
SPECIAL INSTRUCTIONS
MAIL
HOLO FOR
PICKUP
TO BE COMPLE~EI~ BY LABORATORY
A'/
Received at: ~_~nch. [] Fbks.
Date Received
Time Received J
Date Analyzed
Time Analyzed
Next Sample Due
COMMENTS:
SATISFACTORY ~
UNSATISFACTORY U
RESAMPLE R
OTHER BACTERIA OB
TOO NUMEROUS TNTC
TO COUNT
Direct Verification Final
Count LSB BGB Result*
~T~liT~
Re~_~:~, ~q~
Date
Time
NORTHERN TESTING LABORATORIES, INC.
3330 INDUSTRIAL AVENUE FAIRBANKS, ALASKA 99701 907-456-3116
2505 FAIRBANKS STREET ANCHORAGE, ALASKA 99503 907-277-8378
Drinking Water Analysis Report for Total Coliform Bacteria
TO BE COMPLETED BY CLIENT
[] PUBLIC WATER SYSTEM I.D. #
)~PRIVATE WATER SYSTEM
NAME,~ ( ~'~ ./~ ~--~ ~p ,
Mailing A~ress
SAMPLE DATE: ~ ~ ?~
Mo. Day Year
SAMPLE TYPE:
Routine
[] Special Purpose
State
Phone
Purchase Order No.
Zip Code
[] Check Sample (for original contaminated
sample with lab reference no.
Sample Time
No. Location Collected
§
?
8
10
[] Treated Water
[] Untreated Water
Collected by
Laboratory Ref. No.
Signature of Representative
CASH CHARGE PREPAID TRANSMITTAL
HOLD FOR
PICKUP
TO BE COMPLETED BY LABORATORY
Received at: [~ Anch. [] Fbks.
Date Received
Time Received
Next Sample Due
COMMENTS:
SATISFACTORY S
UNSATISFACTORY (~
RESAMPLE R
OTHER BACTERIA (~
TOO NUMEROUS TNTC
TO COUNT
~.TE ARD TIME ANALZYED 6/24/92 16:30
Direct Verification Final
Count LSB BGB E~ Result* Comments
Re~o ~[~d by
mis.
Date
Time
Steve Pannone
2515 A. Street
Anchorage AK 99502
Attn= -
NORTHERN TESTING LABORATORIES, INC.
3330 INDUSTRIAL AVENUE FAIRBANKS, ALASKA 99701 (907) 456-3116 · FAX 456-3125
2505 FAIRBANKS STREET ANCHORAGE, ALASKA 99503 (907) 277-8378 · FAX 274-9645
Report Date: 06/29/92
Date Arrived: 06/24/92
Date Sampled= 06/24/92
Time Sampled: 1315
Collected By: SP
Our Lab #:
Location/Project:
Your Sample ID:
Sample Matrix:
Comments:
Al18399
14270 Goldenview
Water
MDL = Method Detection
Limit
Flag Definitions
B = Below Regulatory Min.
H = Above Regulatory Max.
E = Below Detection Limit
Estimated Value
Date
Method Parameter Units Result Flag MDL Analyzed
EPA 353.3 Nitrate-N' mg/1 <MDL 0.1 06/26/92
R tal
Microbiology Supervisor
Steve Panone
2515 A Street
Anchorage AK 99502
Attn: -
Our Lab #: Al18565
Location/Project: -
Your sample ID: -
Sample Matrix: Water
Comments:
NORTHERN TESTING LABORATORIES, INC.
3330 INDUSTRIAL AVENUE FAIRBANKS, ALASKA 99701 (907) 456-3116 · FAX 456-3125
2505 FAIRBANKS STREET ANCHORAGE, ALASKA 99503 (907) 277-8378 ', FAX 274-9645
Report Date: 07/06/92
Date Arrived: 07/01/92
Date Sampled: 06/30/92
Time Sampled: -
Collected By: SP
MDL = Method Detection
Limit
Flag Definitions
B = Below Regulatory Min.
H = Above Regulatory Max.
E = Below Detection Limit
Estimated Value
Date
Method Parameter Units Result Flag MDL Analyzed
EPA 353.3 Nitrate-N mg/1 <MDL 0.1 07/02/92
R~rted By: Susan ~ Ti~ntal
Microbiology Supervisor
INVOICE #
HOME SERVICES, INC
15900 Francesca Drive
Anchorage. Alaska 995!?
345-1890 or' 345:2~4~ : .... - ,
CUSTOMER /~ ff :
Block Lot
r
DATE ' DESCRIPTION
AMOUNT
· -- . ,. ~ ¢ - j= . ·
· , TOTAL
. ~ RE~RKS =~ ~
/ Gallons ~ ~eptic Leach Area Holding Tank . Standpipes Time
~ pROBLEM~AREA--CALL FoR MORE INFORMATION ' ,~:~...
' ~ NEEDS~ BE DONE AGAIN IN 6 MONTHS ~=
r ~' Good Shape ."- ~ludge'buildUp on bottom , ' ~ Floater on top
' ~ Jim cap miss ng or ~ CUt standpipe to 1' above groun~ . ~ Needs Septictrine
needs replacing ' ~
. CUSTOMER COPY -- KEEP FOR YOUR RECORDS . ·
--PLEASE PAY FRO~:ri~ilS-INVOICE-- ..'
April 23, 1992
Mr. Michael Anderson
2515 A Street
Anchorage, Alaska 99503
Subject:
Evaluation of the potential and expected drainage patterns of the proposed
Lots 1 through 6, McCarrey Subdivision, Anchorage.
Dear Mr. Anderson:
You have requested that I evaluate the potential and expected drainage patterns of the proposed
McCarrey Subdivision. The approximately 10 acre presently unplatted parcel is located on the
eastern side of Golden View Drive approximately 1300 feet to the north of the Rabbit Creek
Road and Golden View Drive intersection. The site is rectangular in shape with approximately
330 feet common with and adjacent to Golden View Drive and projecting towards the east
approximately 1320 feet. The eastern portion of the parcel is adjacent to Pickett Street. This
information is visually illustrated with the enclosed topographic map you provided to me.
As required by the Municipality of Anchorage (MOA) a topographic map of the proposed area
shall be submitted. Enclosed with this letter is a copy of the topographic map you have provided.
The map is a photocopy of the MOA topographic map Sec. 35, T12N, R3W, S.M., Scale 1" = 285',
1979. The topography shown on the MOA map is a good representation of the relief of the subject
parcel. On the enclosed drawing the approximate boundaries of the site and existing streets have
been placed on the drawing. No existing or proposed drainage structures are located within the
surrounding area of the parcel. No surface water or drainage areas were identified on the parcel.
As can be detemdned from the enclosed topographic map the western 2/3 of the parcel slopes
towards the west and the eastern 1/3 slopes towards the south. All drainage from the site is
suspected to be transported to the small drainage approximately 900 feet to the south of the site.
This eventually connects with Rabbit Creek. Water transport is either through a shallow
groundwater aquifer or by surface sheet flow. Several test pits were excavated throughout the site
to a depth of 15 feet. Groundwater monitoring tubes were installed in these excavations and no
groundwater was detected to the 15 foot depth at any of the test pit locations. Additionally, no
surface drainage channels were observed in the area of the parcel and surrounding parcels. The
roadways adjacent to the parcel have been constructed not having drainage ditches. No evidence
Mr. Michael Anderson
April 23, 1992
Page 2
of surface drainage erosion was observed along any of the roadways common with the parcel.
Except for the existing house located on proposed Lot I the parcel is undeveloped. Site vegetation
consists mainly of large birch and spruce trees. The parcel is proposed to be used for residential
development and little change is anticipated in the topography of the site after subdivision.
I appreciate the opportunity to provide the above information to you. If you have questions
concerning the infotniation outlined in this letter, please call me.
Sincerely,
Michael B. Brodie, P.E.
April 24, 1992
Department of Health and Human Services
Anchorage, Alaska
Re: Evaluation of the soils on the proposed McCarrey Subdivision, Anchorage, Ak.
DearDHHS,
After logging and testing of the soils and measurement of the water levels in the fore mentioned
property the following conclusions are:
1) The water table is lower than 16 feet on all six lots.
2) All the lots will support a four bedroom wastewater system.
3)
The Subdivision will not be impacted by the existing surrounding property wastewater
disposal systems: See attached map for location of all wells surrounding the subject
pamel.
A total number of nine holes were excavated on the property, with three holes (#5,7,9) being just
for water level monitoring (see map). The soils on test hole #5 and #7 had a 3 to 6 foot layer of
good gravel. Test hole #9 was sandy-gravely-silts for the first 9 feet then silts. See enclosed soil
logs for soil desodptions at each test pit location on subject pamel.
Below is a summation of the existing systems which border the property. This provides you the
overall soil types which match our investigation results.
LOT WELL DEPTH FLOW RATE BEDROOMS PERK RATE GROUND WATER
(fi) (Gal/Min) (inJmin) & DEPTH
I 90 2 4 13 NONE
2 77 6 3 13 YES @ 8.6'
3 96 4 3 28 NONE
4 63 16 4 12.5 NONE
5 77 10 3 4.1 NONE
6 80 1.5 3
7 65 2 3 19
8 120 5 3 23 NONE
9 107 3 60 NONE
10 100 2 3
o. r ~'~.-...-..('~ D ICATED
/
io, TELE..
UTILITY ESM'I'.
ST. (GOLj
R.O.W.)
165'
165'
135'
~0' CEA ES~MT.
PERFORMED FOR:
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
LEGAL DESCRIPTION: ~-o-'r' Z ,¢
8
9
10
11
12
13
14
15
16
17
18-
19-
20
Township. Range, Section:
SLOPE
WAS GROUND WATER}~J'lc)
ENCOUNTERED?
S
DEPTH?IF YES, AT WHAT ~1('/~' ?L
E
Deplb to Water ~A[ter
Monitoring? i,,~o ~.~. gate: q' Z~-~
SITE PLAN
L~ ~ (
Gross Net Depth to Net
Reading Date Time Time Water Drop
PERCOLATION RATE ~' I tm~nutes~ncn) PERC HOLE DIAMETER
TEST RUN BETWEEN ~' FT AND '"7 FT
COMMENTS IF /-~5 ,'~'~,l~,/ ~.~.yl~.l~ 15 Lb$~.~ FO~. [~(5~05~(_
PERFORMED BY: MI ~/~.. /~'¢O ~ ~¢ I t'~*'~-¢-- ¢,EO~,~E. CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: /~'l ~ ~,?,~ /C~ ~
72-008 (Rev. 4/85)