HomeMy WebLinkAboutBRUIN PARK BLK 4 LT 20Brain Park
Lot 20
Block 4
#016-101-18
Municipality of Anchorage Page I of 5
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: 543-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Permit Number:. SW000099 PID Number:. 016--101--18
Nome:
dASON WOOD Wastewater System: · New [] Upgrade
P.O. BOX 111575 ANCHORAGE. AK 99511 UPpER/tOW~ ABSORPTION FIELD
I No. of Bedroom.:
Ph°m~:~907/[ ~ 929--7729 4 · Deep Trench ~ Shallow Trench El Bed ri Mound ri Other
LEGAL DESCRIPTION '" ~ o.8 ~/~ n lO.7O-11.05 MAX rt
20 4 BRUIN PARK 2.48/3.06
- - - SEE DRAWING
WELL: · New r-I Upgrade 2+
PRIVATE 175 r~ 175 ,t 756+756=1472s~.rt ASTId D-3054/F-810
ALPINE DRILUNG 5/12/00 87 ,. JASON WOOD 5/12-15/2000
50+ ~ 175 ~ 2 ,~ TANK
SEPARATION DISTANCES · Septic n Holdl.g ri S.T.r p.
Tank Se~ U.~ ANCHORAGE TANK 1250
Well 100'+ 100'+ - - 25'+ STEEL 2
Sa,ac.lOS'+lO0't~--~-- -- I LIFT STATION
Water
Une 5'+ *~1~+ -- --
FoundaUon 5'+ 10'+ - -- - ~ *~' ~ ~:
Curtain
NI~NE KNO~, N '
Drain I
IRemorks: BENCH MARK
. -BOTH PRIMARY AND ALIERNAT~ ~ WERE INSTALLED TOP OF FOUNDATION CLEANOUT
~:~ e~I~FOOT L0T UNE WAN[R RfC)bt. bi t.D
J~'""~
nsr on, r or y: AWWC. INC.
:., ~. ............. .....
3rd 5/13/2000
Department of Health and Human Services approval
R~viewed and approved by: Date: -~,~,~.o ~e,,to~,=~'~'
,~.~.uu..: AS :BUILT DRA~NG PARCEL ID NUMBER:
SWO000gg - 016-101-18
, 2 /
co~ 70.~ ~.7 ~ ~ ~ N A/
~T~
~S~ ~FER & ~STEWATER
=o~,=,~,,~=. .~ .. ~,~ .............
JASON WOOD (907) 929-7729 2 OF 3
,,u~ PA~ SU,O,V,S,ON= ~Or 20. ,~OC~ ~. ~,... ............ .~
~ o~ .o.~
AS-BUILT DRAWING OF NEW WELL LOCATION AND S[PTIC SYSTEM
A B
ST1 51.7 65.6
ST2 60.2 72.5
DBL1 62.4 74.4
DBL2 6,:3.0 74.9
FS 67.,3 78.4
C01 70.2 81.7
I,/Fl' 170.7 81.9
C02 77.8 69.0
C05 91.3 100.5
UT2 90.6 99.7
C04 98.5 91.4
,~,~.u..~ AS BUILT DRAWING "'~
SW000099 - 016-101-18
~P~C
~S~ WATER & 5~STE~VATER ~ , ~.; 4
CONSOLTANIS. lng. ~ ...] .......
JASON WOOD (907) 929-7729 ~ or ~ i,
BRUIN PARK SUBDIVISION; LOT 20, BLOCK 4,
PROFILE AS-BUILT OF SEPTIC SYSTEM
lVlUnlCl ailty o g
"'p '" fAncho.ra e
Departmeqt of Health and Human Services
P.O. BoxY96650 8~n5c'hL;rSatjee,e~laska 99519-6650
Rick Mystrorn
Mayor
Permit Number: gSW 000099 .Date ofl~
Date Starte~.: ~ Date Completed:
Legal Descnplio~'~ .Bruir~
Property Owner Name & Address: Jaso~
PO E
· Anch
htr p:l/www.cl.ancho~age.ak.us
sue: .5-~/1-00 ]'arcel Identification .N- m bet-' .016-101-1
~-12-00 Is well located at approved permit location? [] Yes [] No
Park blk 4 It 20
1 Wood
ox 111373
~je, -A k gOZ3 { l
Borehole Data: I,epth (fl) Method of Drilling [] air rotary [] cable tool
Soil Type, Thickness & Water Strata Ftc "n To
Casing type: steel
stf~k.up 0 2 Wall Thickness: .025 'inches
Gravelly silt 2 43 Diameter: _6 inches Depth: 173 feet
silt 43 50 Liner Type:
Diameter: __ inches Depth: ~ feet
sandy silt 50 101
Casing stickup above ground: _2 feet
gravelly silt 10108
Static water level (from ground level): 87 feet
sandy silt 10~158 Pumping level: 173 feet after
silty water sand & gravel 15~ 170 2 hours pumping 50+ gpm
water sand & gravel 17~ 173 Recover, Rate: 50+ gpm
Method of Testing: air lift
Well Intake Opening .Type:
[] Open End [] Open Hole'
[] Screened Start ~ feet Stopped ~ feet
[] Perforations Start__ fe~t Stopped __ feet
Grout Type: Bentonite #'8 · Volume: I bg
Depth: Start_.0 feet Stopped + feet
.. Pump: Intake D~pth ~ feet
Pump size hp Brand Name __
Well Disinfected .Upon Completion? [] :Yes [] 1~o
Method of Disinfection: CIorine Tablets
Comments:
Well Driller: A/pine Drilling &'Enterprises
P 0 Box 110496
Anchorage AK 99511
Attention: The well driller shaTl provide a ~ :II log to the property owner within 30 days of completion and the property
'ALASIC WATER & WASTEWATER
CONSULTANTS, INC.
June 2, 2001
Municipality of Anchorage
Department of Development Services
On-Site Services Section
P.O. Box 196650
Anchorage, Alaska 99519-6650
Subject: Lot Line Waiver for New Drainfield on Bruin Park, L20, B4
To whom it may concern:
The septic system on the subject property was installed in the Spring of 2000. House
construction was completed in May of 2001. During the installation of the septic system a verbal
waiver was granted from your department to move the trenches to within 5 feet of the north lot
line. Based upon our field measurements (to the lot line that was established by the contractors
surveyor), the edge of the drainfield is 5 feet from the "north" property line. There are no wells
that are encroached upon, and the closest drainfield is greater than 16 feet away (2 times the
drainrock depth. In short, we see no adverse impacts associated with granting the requested
waiver.
If you have any questions,
please contact me at 337-6179.
~.E., M.S.
6901 Debarr Road, Suite 2-B * Anchorage, Alaska 99504
Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com
MunicipalitS of Anchorage
George I: ll'uerch, Mayor
Btfildh~g Safety Division
P.O. l~x 196C~50 * 4700 S. Bragaw Scrcct
Anchorage. Alaska ,~,)c319-6C~50 · (907)
h t tl)://www.ci.anchoragc.ak.us
~pzrtmcnt o~
Public Works
AK Water & Wastewater Consultants, Inc.
ATTN: Jeffrey Garness, PE
6901 De Barr Road, Suite 2B
Anchorage, AK 99504-
June 08, 2001
Subject: Waiver Request forBRUIN PARK BLK 4 LT 20
Waiver # WR010037 Lot Line Request for Parcel ID 016- 101ol 8
Dear Engineer:
Your request for a waiver of the required I0 feet horizontal separation of the on-site wastewater
disposal system to the lot line has been approved. The approved separation distance is 5 feet.
This waiver approval applies to the current on-site wastewater disposal system and lot line
separation only. Any future upgrade to the on-site wastewater disposal system and lot line will
require all separation distances to be met or another waiver approval from this department.
If there are any further concerns or questions regarding this waiver, please call our office at
343-47,~4.
Sincerely'~-~ FO~l'~-
Jeff Poet
Engineering Technician III
On-Site Water Quality Program
WI~: 010037 PI~: 016101187 HA~: 010174
Date Received: ~-7-~1
Legal Description: Br~ln Perk: BLK 4 LT 20
MUNICIPALITY OF ANCHORAGE
Department of Health & Human Services
On-Site Services
Waiver Review Worksheet
Permil~: 000099
Engineer. Alaska Water & Wastewater Consultants. Inc.
6901 DeBarr Road. Anchora¢3e. Alaska 99504
Applicant: Denny Wood
Waiver Requested: Ab~orotlon field to 19~ line of 5 feet.
Criteria: 1.
2. Special Conditions:
3. Other.
Geology
A. Water Table
B. Soil Sorption
C. Permeability
D. Watar Table Gradient
E. Horizontal Separation
Pointa:
Total:
Waiver is Granted:
List Conditions or Reasons for above:
Waiver is not Granted:
Rec~: ~-7.{11 Amount: 115,00
Date Paid: ~7~1
ALASKA wATER" ' wAsTEWATER
~"~ CONSULTANTS. INC. H m....
RECEIVED
May 2, 2000
MAY 0 2000
Munidpality of Anchorage
Department of Health 8: Human Services
Division of'Environmental Services
On-Site Services Section
P.O. Box 196650
Anchorage, Alaska 99519-6650
MUNICIPALITY Of ANCH(.)~AGE
"*~mMMENTAL SERVICFe ITM
Ret': Proposed Well and Septic System Design for Lot 20, Block 4, Bruin Park Subdivision
To whom it may concern:
The proposed 4 bedroom house will be served by a private well and septic system. A test hole
was excavated on the property where the proposed septic system will be located. The proposed
septic system will be designed around the 30 foot radius of the test hole. We are proposing that a
1250 gallon septic tank and a deep trench type drainfield be installed. Comments regarding the
proposed design are summarized as follows:
1. SOILS: Attached is a soil log which shows the soil classifications, groundwater monitoring,
and the percolation test results. The soils below the organic layers are a SM material to a depth of
3.5 feet which transitions to GW material to a depth of 4.5 feet. At 4.5 feet, the so!Is tram;itions
to a SM/ML material to a depth of 10 feet and tl~ transitions to a SP/SM material to 17 feet
(bottom of test hole). No groundwater was encountered during the excavation of the test hole. A
percolation test was performed between the depth of 7.0 feet to 7.5 feet which had a percolation
rate of 13.3 minute/inch. It is our opinion that due to the overall appearance of the soils, a
application rate of 0.8 gallons/day/ft2 should be used.
2. TRENCII DESIGN:
a. Percolation Rate: 13.3 minutes/inch
b. Allowable Application Rate: 0.8 gallons/day/ft2
c. Number of Bedrooms: 4
d. Design Flow: 600 gallons per day
e. Minimum Absorption Area: 750 ft2
f. Total Depth: 11 feet (max.)
g. Effective Depth: 8 feet
h. Width: 2.5 feet
i. Reduction Factor: N/A
j. Minimum Length: 48 feet long
k. Effective absorption area -- 752 ft2
6901 Debarr Road. Suite 2B ~ Anchorage, AK 99504 ~ Ph: (907)337-6179 ~ Fax: (907)338-3246
3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed
upgrade.
4. TOPOGRAPIIY: As can be seen on the attached design, the a proposed trench is to be
installed on a slope that runs from approximately east/southeast to west/northwest at a 5 to 10
percent grade; in short, there are no slope concerns. The trench is to be installed parallel to slope
contours.
I am unaware of any adverse impacts this installation would have on adjacent wells or septic
systems. If you have any questions, please contact us at 337-6179. Thank you for your
assistance.
.E., M.S.
NOTE: Attached is a site plan drawing, a design drawing, a soils log, and a 7page construction
specification letter which are all part of the design package for this septic.system.
RECEIVED
MAY 0 3 2000
MUNICIPALITY O~- ANCHOP~G~
' 'm'~'~ IM£NTAL SJ~RVICFe
6901 Debarr Road, Suite 2B ~ Anchorage, AK 99504 ~ Ph: (907)337-6179 ~ Fax: (907)338-3246
/ ~ -~r
I ~ BRUIN P~K S~ %
BRU~N P~K S/O / %
~' 5/2/2000
~SI~ ~WI'ER & ~AS'FE~WI'ER ~ ~-~/
LOT 20, BLOCK 4, BRUIN PARK SUBDIVISION
SITE P~N FOR PROPOSED WELL LOCATION AND SEPTIC SYSTEM
/ / i,/ . /Z~
/ / .// .~ .~/
/
~:~:.-- ~
su~o. ~.,o~ ~o ~ co.~u~,o~ /
A~SI~ ~I'ER & ~STEWATER
CONSULTANTS, lNG
LOT 20, BLOCK 4, BE~IN PAEK SUBDIVISION
ALASKA WATER & WASTEWATER CONSULTANTS, INC.
ISOIL LOG - PERCO~TION IESI~
PERFOEU[D FOR:, J~ON WOOD
ITEST HOLE ~1I
2~=~=~: I I AT N
~!Gw ~
>..~.~,~ GW gC I
.... SW MH
.... Isp ~CH ,
~JsH jOH
I SC
DEPTH TO DATE
SM/ML GROUNDWATER
11 "' DATE READING CLOCK NET TINE WATER LEVEL NET DROP
,... TINE (HINGES) READING (INCHES)
12 e'~ 4/17/00 - PERC. HO~.W~ PROOFED 4+ HOURS PRIOR TO ~NG
1~ e*~ 1 ~:44 -- 6" --
15 ***
~*] 5 4:49 -- 6" _
16 *** 6 5:19 ~0 5 5/4' 2 1/4'
19 PERC~TION ~TE 15,~ (MIN./INCH) PERC. HOLE DIA. 6 (INCHES)
20 TEST R~ BETWEEN 7.0 FT. ~D 7.5
COHHENTS:
PERFORMED BY~ WATER A W~ATER. I. JE~R~ A. GARNESS. CER~ ~T THIS
w~ .~Rr~,N ACCORgANC~ W.. ~L ~AT~ ~ .UN,C,~ CUID~UN~S ,N ~CT ON
DATE:
DEPTH TO DATE
GROUNDWATER
DRY 4/14/00
DRY 4/27/00
· Municipality of Anchorage
Development Se ices Department
Building Safety Division
On-Site Water & Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.cLanchorage.ak.us
(907) 343-7904
CERTIFICATE OF HEALTH AUTHORITY APPROVAL
FOR A SIN(SEE FAMILY DWELLIN(S'
Parcel I.D. 016-101-18
¶. GENERAL INFORMATION
Complete legal description ·BRUIN PARK SUBDMSION; LOT 20, BLOCK 4
' L ,~. 'U~.(stte a.cldress or directions) POLAR
.' :.*?: ~-:'(~urrant Prope'r~y'o~or(s) DE'NI~f 'WOOD' '
Mailing address .
'*' · ~:*-Lending ege?cy -: ·
'-. '~' Mailing address
Real Estate Agent
C/O .AWWC; INC.
Expiration Date:
.,.,.. _~.,Malllng address
· Un/ess othenR4se.requested, HAA will be held by DSD for pickup.
. 2.' "U,,M. BER 0, F BEDROOMS: 4
· "~;'.3.. TYPE OF.WATER SUPPLY:
· ' , 2_.,'. ,',:~,.'~ ......
,.'. -.,'2 Individual Well ·
Indivtdua Water Storage . []
Community Class Well ~_~
Public Water System
Day phone CONTACT AWWC
Day phone ..... '
· . .D;~y ph~n,e i ',, '
TYPE OF WASTEWATER DISPOSAL:
Individual On-Site ' ·
Individual Holding tank · . ~___
Community On-site
Public Sewer []
· The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Autho~ty
Approval (HAA) based only upon the raprasentetions given In paragraph 5 by an Independent pmfaeslonal civil
' engineer registered In lhe State of Alaska.' Certificates of Health Authority Approval ara required for the transfer
· . of title (except between spouses) for proportes 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 wall and may
be reissued with new water sample results less than 30 days old. (Certficetes may be reissued for a period of
up to one year with valid water samples.) Certificates ara 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 0mlsslons In the
professional englnee~'s work.
Note: Alaska Water and Wastewator Consultants, In= shall be paid $515.00 at, or prior
to closing for the engineering san4cas 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 Au~ Appn:~al 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 sffucture indicated herein. I further verify that based on the
Information obtained from ~ Municipaltly of Anchorage files and from my Investigation and Inspection, the
on-sita water supply and/or wastewater disposal system la(are) in compliance with all applicable Municipal
and State codes, ordinances, and regulations in effect at the time of Installation.
NameofFirm ALASKA WATER &: WASTE'WATER CONSULTANTS. INC. Phone ,357-6179
Address 6961' DEBARR ROAD. SUITE 2B * ANCHORAGE. AK 99504- '"' '~ o /
Engineer's Printed Name JEFFRg-'~ A. CARNESS. P.E.- Date
.-, DSOGuktetlnes& Regulations. Thereportedresultsdesc~bedthe~ of the
oit~r ~ or party ls not authotfzed, nor wlll lt confer any legal right wha~sc~.
Dissppmved.
bedrooms, with the ~lowlng stipulatio~:
~ Condi~onal approval for ' '~ ° ' '"
Altachments:
· Septic System Advlson/
Well Flow Adviso~ ,.
Manitenance Agreements
Supi~lemental Englneer'~ Reort
Other
Original Certificate Date:
g-'Ol ',, :.
Municipality of Anchorage
Development Services Department
Build]no 88fety DIvision
On-Site Wat~ & Wastewa~r Program.
47Q0 ~outh 8mosw St.
P.O. Box 106~50 ^flchom~e, AJ(OO$1O-~50
Legal DascdpUon:
A. WELL DATA'
Wall ~ PRIVATE
Data completed
Total depth 175
Data of test
StaUc water level
HEALTH AUTHORITY APPROVAL CHECKLIST
BRUIN PARK SUBDNISION; LOT 20~ BLOCK 4 Pa~i'collD:, 016-101-18
If A, B, or C provide PWSlD# N/A
5/12/00 Sardlaty ~eal (Y/N) YES
Casedto 173 It.
FROM WEU. LOG
5/12/00
87 ff.
g.p.m.
Well production 50+
WATER ~AMPLE RESULTS:
Coliform ~ colonies/100 nd.
Data of ~ample: 5/31/01
8EPTID/HOLDING TANK DATA
STEEL
Number of Compartments 2
Dapmsslon over tank (Y/N) NO
Pumper
Tank Type/Material
Tank size 1250 gal.
Foundatl0n cleanout (Y/N) YES
Data of pumping NEW
ABSORPTION FIELD DATA
wen Log (Y/N).
W~res propedy pmtactnd (Y/N)
Caalng belght (above ground)
AT INSPECTION
/Y g.p.m.
AWWC, INC.
24 .in.
mi.
Date instaned 5/12/00
Cleanouta (Y/N) ~s
High watar alaffn (Y/N) N/A
N/^
Data Installed ~/12/oo Soil mUng ~or ~rndrm) 0.8
Length 4.6 x 2 lt. Width 2+ ff.
Totaldepth lS.5 ~xff. Eff. ab~ area1472 It' Monltorlngtube YES
Data of adequacy tast NEW Results(Pass/Fall) PASS
Wataraddnd - gal.
Ruld depth In at~ field before test - In.
Elapsed Time: - min. Rnal fluid depth -
Any reJuvanaUon treatment (past 12 mo.) (Y/N & type)
In. ~on r~e >=
NONE KNOWN
Sys~m type DUAL TRENCH
Gmval below pipe 8.22/7.99 ff.
Dapresslon o~mr field NO
For 4 bedrooms
New depth - in.
- g.p.d.
ff y~s, glw data -
O. UFT STATION
Date instelled.
Size In gallons
'Pump on" level at
~ ~ Cycles tested Meets alarm & circuit requirements?
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
High water alarm level at
N/A
On adjacent lots 100'+
On adjacent lots 100'+
Public sewer manhote/cteanout
Holding tank N/A
Septlo tank/lilt etaUon on lot 100'+
Absorption field on lot lOO'+
Public sewer main N/A
,Sewer Isept]o sewtce line 2.5'+
Absorption field. 5'+
Surface water. 100'+
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation 5'+ Property line 5%
Water main N,/A Water service line. 10'+
Wells on adjacent lots 100'+
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Pmpe~'y line *5'
Water service fine 10'+
Curtain drain NONE: KNOWN
F. COMMENT~
Building foundation. 10'+ Water main N//A
Surface water 100'+ .Dn~veway, parldng/vehlde alomge 5o'+
Wells on adjacent lots. 100'+
· LOT LINE WNVER REQUESTED
G. ENGINEER'S CERTIFICATION
I cerUfy that I have determined Urn=ugh field Inspec~fons end
mvlow of Municipal mconfs ~hat ~he ebove systems em In
conformance wtih MOA HAA guidelines In effecf on this date.
Englnem'a Pnlnte~. Name
Date ~
JEFFREY A. GARNESS
H.~ Fee $ ~c~-°c~
Date of Payment /.,,../~7/,~/
Waiver Fee $ [ i ,~. oo
Date of Payment~
ReoelptNumber .~4> :3 RecelptNumber ~'~'~ '~
(Rev. ~ 2.,~0)
JL~-O?o01 07:59 FROi~
,d~__ CT&E Environmental Services Inc.
T-474 P.02/03 F-IQ4
CT&E l~fJ~
Client Name
Project Name~W
C~ient Sample ID
Matrix
Ordered By
I~WSID
1013033001
Ag. Water & Wastewater Consultants Inc.
Brain Park 1.20; B4
Bmia PaTk L20; B4
Drinking Water
Snr~gle P.~rks:
Units Method
Client PC)~
priated Date/Time 06/06/2001 14:50
Collected Dare, Time 05/31/2001 16:10
Received Datdrlme 05/31/2001 16:55
Technical Director. Stephen C. Edt
Allowobte ~ Analysis
Ih'nits Dste Date Init
Ni~"~-N
0.$00 U
0.500 mg/C EPA 300.0
(<lO)
06~1~1 SCL
Microb$ology Labor&~o~
To~Coli~rm 0
0 ~l/100mL ~6MIS9222B
05~1~1 KAP