HomeMy WebLinkAboutPARADISE VALLEY BLK 1 LT 10Paradis
Vail
Y
Block
Lot 10
#020-424-30
Municipality of Anchorage
Development Services Department :;~;.v :.:o,
Build~ng Safety Division rf ::'
On-Sde Water and Wastewater Program, 4700 Bragaw St. I'~
P.O. Box,95650 Anchorage. AK 99519-6650 P~ge I of.~
www.ci anchorage.ak.us (907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
"'"'* ~ra4 5t4'~e}r' WastewaterSystem: [] New ~;~Up~rade
, /&.
Welt: ~ New ~ Upgrade e,~ ~ I
I
SEPARATION DISTANCES ~$eptic ~ Holdin, ~ S.T.t.P. [~ ~he~
Tank Fietd $tatron Tank S~r Line I ~'~ ~ ~/
fF~,~Y 0~ [y,Jrt~C ~(~r/C BENCHMARK
Developmdnt Se~ices Depa~ment Approval
Cond~tlonal Approval Date: .[ ~ ~
I
NO. SW060074
PACE 2
OF 3
Municip. a[it oF AmchoraQe I
DEPARTMENT OF HE~TH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION I
· P.D. Box 196650 e_Ancho~ge, At~sk~ 99519-6650, · Te,l,ephone:.343-4744
ON-SITE WASTEWATER DISPOSAL ~YSTEH AND/OR WELL INSPECTION REPORT
BLOCK 1, PARADISE VALLEY S/D
P.[.D. NO. 020-424-50
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LOT 10
\
LOT 1 0,
LOT 9
EXISTING
1000
SEPTIC TANK
ATHII
LOT
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\
LOT 11
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17
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ROBERT C. COWAN
PER~IT NO SW060074 PAGE .3 OF ,.T,
Iq u Qi..q.c ip. o l i ~ ¥_o. F Anchorooe
DEPARTMEN! ur HhAL}H AND HUMAN SERV}CES
ENVIRONMENTAL SERVICES DIVISION
P.D. Box 196650 ·Anchorage, Al_ask~ 99519-6650. · Te.i.ephone: 343-4744]
ON-SITE WASTEWATER DISPOSAL ~YSTEM AND/OR WELL NSPECT ON REPORT
LEGAL LOT 10, BLOCK 1, PARADISE VALLEY S/D P.I.D. No. 020-424-50
---.-_ ST1 ST2 /95.8'
......, EXISTING 1000 I'~ ..... ~
88.2,/ J E> GALLON j '~.u
J SEPT,C TANK I
FINAL GRA~E/
A B
FCO 7.0' 39.5'
ST1 18.0' 56.0'
ST2 2.5.5' 54.5'
DBL1 .57.0' ,,54.0'
DBL2 29.0' 54.0'
C01 57.0' 46..5'
MT1 59.5' 48.0'
C02 91.0' 62.5'
MT2 85.5' 59.0'
001=93.0'
2=92.5'
CO1 =86.8'
C02=86.8'
·
NO WATER FOUND
?0.2' B.O.H.
~/,5/o6
Developmenl Services Departmen!
4700 Soulh Bragaw SI
P,O. Box 196650 Anchorage. AK ~9519-6650
Soils Log - Percolation Test
Legal~scHpiion: LIO~ ~t] P~,*~ V~ ~/~ Township. Range. Seclio.;
2-
3-
4-
7-
8-
9-
11-
15-
17-
18-
19-
20-
r~.v c~,-~ rz.,~ )
COMMENTS
WAS GROUND WATER
ENCOUNTERED;' ~O
IF YES. AT WHAT DEPTll7 ~ L
Monltodng? P
E
Reading Dale Gross Time Net Time ! De,Ih Io Waler J Net Drop
I
i
I
I
I
PERCOLATION RATE (r"'~nMes~,ncht PERC HOLE DIAMETER
TEST RUN BETWEEN FT AND FT
DATE:
MUNICIPALITY OF ANCHORAGE
Development Services Deparlment
On-Site Water & Wastewater Program
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT
Upgrade
Date Issued: May 02, 2006
Expiration Date: May 02, 2007
Permit Number: SW060074
Legal Description: PARADISE VALLEY BLK I LT 10
Design Engineer: 0003 S & S Engineering
Owner Name: BRAD SLITTER
Owner Address: 5940 GREECE DRIVE
ANCHORAGE, AK 99516-
Pamel ID: 020-424-30
Site Address: 005940 GREECE DR
Lot Size: 16262 SQ. FT.
Total Bedrooms: 3 Permit Bedrooms: 3
This permit is for the construction of:
[] Disposal Field [] Septic Tank [] Holding Tank [] Privy
[] Private Well [] Water Storage
All construction must be in accordance with:
1. The attached approved design.
2. Ail 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 engineer must notify DSD at least 2 hours prior Io each inspection. Provide notification by calling
(907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By:.
Issued By:~
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www. muni.org/onsite
(907) 343-7904
ON-SITE SEPTIC/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D.
Properly owner(s)
Mailing address
Site address
Day phone~qq- ~q~
¢-~/,~AR (...~ Zip Code
Zip Code c~
Legaldescription(Sub'd, Block&Lot) L~ /~.. gb t l:
Legal description (Township, Section & Range)
LotSize ~1"~(o¢~, Sq. Ft. Number of Bedrooms ~'
THIS APPLICATION IS FOR ([~all that apply):
Absorption Field []
Septic Tank ~
Holding Tank
Privy ~
Private Well
Water Storage . []
THIS APPLICATION IS AN:
Initial ~
Upgrade
Renewal []
I certify that the above information is correct. I further certify that this application is being made for a
Single Fam. ily Dwelling and is in accordance with applicable Municipal Codes.
/' ~/' ~.. ~/',,/~. 17034 Eagle River Loop Road No, 204
(Signature of property owner or Guthori~ed agent)
Permit/Rush Fees:
Date of Payment:
Receipt Number:
(Rev, ~11/05)
Waiver Fees:
Date of Payment:
Receipt Number:
ROBERT C, COWAN, RE.
ROBERTA. SHAFER, RF.
April 25, 2006
CIVIL ENGINEERS
(907) 694-2979
FAX (907) 694-12'1 *1
MUNICIPALITY OF ANCHORAGE
Development Services Department
P.O. Box 196650
Anchorage, AK 99519
REFERENCE: Lot 10, Block l, Paradise Valley Subdivision
It is requested that you issue a permit to install a septic system upgrade on the
referenced property.
Two test holes were excavated and percolation tests performed. The approximate locations
of the test holes are located on the attached site plan. At the time of excavation (9-15-94),
water was not found. After monitoring, no ground water was found.
We do not anticipate any adverse effects on neighboring wells, septic systems, reserve
areas or drainage patterns bythe installation ofthe proposed septic system. The
construction of this system will not prevent any future development on any ofthe adjacent
properties.
If you require additional information, please contact us.
Sincerely,
RCC 33
Enclosure
17034 NORTH EAGLE RIVER LOOP · SUITE 204 · EAGLE R;VER, ALASKA 99577
40'
DESIGN
SITE-PLAN
/
/ /
/
/
/
/
/
/
/ m
3sflOH
II o II
"'lO
/
/
/
/
/
ED FOR:
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage. Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
LEGAL DESCRIPTION: ~o'~' /~2 /¢'~'~/'~3r~./~ f/
R
SLOPE ~ITE PLAN
E~D~FJ
Munl
DepL
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
~b ia W~ter ~er
Reedi~g
18-
19-
2O
PEflCOLATION flATE
till I~JI
.o111
Net
Time
(m~nule~nch) PERC HOLE DIAMETER
TEST RUN BETWEEN 3,0 FTAND ~',~" FT
PERFORMED
~/~'~ CERTIFY '~T THIS TEST W~ PERFORMED ,.
ACCORDANCE WITH ALL STAe~ AND MUN~ClPAL GUiDELiNES IN EFFECT ON THiS DATE.~ DATE;
I
SOILS LOG -- PERCO~TION TEST
DATE PERFORMEO:
LEGALOESCfllPTiON:~O~ /~ ~/~ / Township. Range, Section:~l E~C// SLOPE ~[TE PLAN
1
7 oJ,) ~
8 ~
WAS GROUND WATER
10 ENCOUNTERED? ~
i~ f
Gross Net ~ Ne!
Reedlng Oete Time Time Wo~,=~ Drop
II too ~ 3 ~ ~ ~%,C~ /' ~"
~}1 . G I/:~A ~0 7.~v /,
14.
15.
16.
17-
18-
19-
20 - ·
PERCOLATION RATE ~-*~ (minutes/tach) PERC HOLE DIAMETER
IEST RUN BETWEEN m'~,~' FTAND ~/~ FT
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON 1HIS DATE. DATE
72*006 (Rev. 4/85)
_ Municipality Df Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 'L" Street, Anchorage. Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
PER.ORM~D .OR: t~{~ ~_r DATE
LEGAL DESCRIPTION:.F~/~I'~ S~. ~.)~E'~' /~L~,,. ~ Township, Range. Sect on
1
2,
3-
4-
5-
6-
7
8
9
10
11
12
SLOPE SITE PLAN
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
~ ePlh I0 War e~' A~Ie r *"~'IOale; ~/~ g4~t
13 IdOailoring? _ ~I('V . , .
14
15¸
16
17'
18-
19-
Net Net
Time O~o13
20-
PERCOLATION RATE . ~ /J,~,nutes/,nchj PERC HOLE DIAMETER
~ - CER11FY THAT THIS TEST WAS PERFORMED IN
PERFORMED ~le ~Yer, ~ 99577 I
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES ~F~T~N THIS DATE. DATE:
72~ {Rev. 4/~J
ROBERT C. COWAN, RE.
ROBERTA. SHAFER, RI',
CMLENGINEERS
(9O7) 694-2979
FAX (907) 694-12!
ON-SITE WASTEWATER DISPOSAL SYSTEM
CONSTRUCTION PRACTICES
and
MATERIAL SPECIFICATIONS
REFERENCE: Lot 10, Block 1, Paradise Valley Subdivision
April 17, 2006
GENERAL:
The scope of this project includes the verification of the existing 1000 gallon
septic tank, replacement with a new 1000 gallon septic tank if necessary, and
installation of a new septic trench to serve the existing three bedroom
residence located on the referenced property.
Construction shall be in accordance with the approved site plan and design
drawings, Municipal permit with any special provisions or conditions, and all
applicable State and Municipal Wastewater Disposal Regulations.
The contractor shall be responsible for obtaining any necessary underground
utility locates.
Unless specifically agreed otherwise, the property owner shall be responsible
for final grading areas subsequently depressed from soil settling.
Contractors installing wastewater disposal systems must be certified by the
Municipal Health Department for system installations. Owners installing their
own systems must also receive prior approval from the Municipal Health
Department.
SEPTIC TANK INSTALLATION:
A septic tank is to be constructed by a certified septic tank manufacturer.
Construction shall include two 4" cleanouts for pumping access.
The septic tank shall be sufficiently bedded to prevent settling or shifting of
the tank.
17034 NORTH EAGLE I:b'VE R LOOP · SUTTE 204 · EAGLE RIVER, ALASKA 99577
Page 2
Lot 10, Block tt Paradise Valley Subdivision
April t7, 2006
All standpipes on the septic tank shall extend a minimum of 12 inches above final grade.
Septic tanks installed with less than 4 ft. of cover shall be insulated.
A foundation cleanout shall be installed one to four feet from the building foundation. In
the line between the tank and the leachfield there shall be two adjacent cleanouts (unless
an effluent pumping system exists within the septic tank). These cleanouts shall be
located on undisturbed soil not more than 10 ft. from the tank. The first cleanout, in line,
shall be to clean toward the leachfield. The second cleanout shall be to clean toward the
septic tank.
Final grading over the septic tank shall be such that a positive slope exists away from the
septic tank.
ABSORPTION TRENCIEDRAINFIELD INSTALLATION:
Excavate the proposed trench to the dimensions shown on the design. The bottom of the
excavation shall be within 2 inches of level. If the sidewalls of the excavation become
smeared, they must be raked or scratched (ruffed-up) before gravel (sewer rock)
placement.
Once the gravel is installed, the distribution pipe is to be installed level with the
perforations faced downward. Gravel is then to be placed over the distribution pipe to
provide a minimum of 2 inches of cover over the pipe.
A silt barrier must be installed between the final gravel layer and the native soil backfill.
Ensure the silt barrier covers the entire gravel surface before placing backfill.
Monitor tubes shall be of four (4) inch diameter, installed approximately in the locations
shown on the design, and extend a minimum of 12 inches above final grade. The portion
of the monitoring tube extending through the gravel shall be perforated from the bottom of
the trench to the invert of the distribution pipe. This is equivalent to the effective depth of
the gravel as noted on the design.
5.
Backfill over the final gravel layer must not be less than twenty-four (24) inches.
Insulation must be installed when the backfill depth is less than thirty-six (36) inches. The
finish grade over the trench must be mounded to prevent the formation of a depression
after settling.
Page 3
Lot 10, Block 1, Paradl.e Valley Subdivision
April t7, 2006
MINIMUM MATERIAL SPECIFICATIONS:
Any septic tank proposed for installation must be constructed by a Municipal approved
septic tank manufacturer.
The following pipe materials are approved for use in septic system installations in the
Municipality of Anchorage:
.Type ofP pe Perforated Solid
Cast Iron Yes Yes
ASTM D3034 (PVC) Yes Yes
ASTM F810 (HDPE) Yes No
ASTM D2662 (ABS) Yes Yes
Use ora type ofpipe other than listed above must be approved by the inspecting engineer.
Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical
Company Styrofoam HI or equal).
Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Femco, or
equal).
A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed
between the final leaehfield gravel layer and the native soil backfill.
All leaehfleld gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3%
passing the #200 sieve.
When sand is being used as a filter material, its gradation specifications must conform to
current M.O.A. or D.E.C. requirements, xvhich ever requirement applies.
Page 4
Lot 10, Block It Paradise Valley Subdivision
April t7, 2006
INSPECTIONS:
Typically there will be a minimum of three (3) inspections required during the installation of the
wastewater disposal system. These inspections will occur as follo~vs:
The first inspection must be conducted after the excavation of ditches, pits,
trenches, or beds and before the installation of any gravel. A septic tank may be
set in place, but may not be backfilled before this inspection.
The second inspection must be conducted after the placement of the silt barrier,
gravel, distribution lines, standpipes, cleanouts, and insulation, but before the
placement of any other backfill.
3. The final inspection is to occur upon final grading of the property.
Often there will be more than these 3 inspections required. Especially with the installation of
multiple lxenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting engineer
is to be contacted at least 24 hours prior to the start of construction. If necessary, a pre-
construction meeting will take place on-site. The inspecting engineer will not coordinate, direct or
control in any way the contractors activities.
The owner shall contract with the contractor to perform the work outlined in these specifications
and plans and in accordance with the attached M.O.A. permit. There will be no contractual
arrangement existing between the contractor and S & S Engineering. S & S Engineering shall be
the owner's representative and will inspect the work as stated above to document the contractors
activities. Final acceptance of the contractors work rests with the owner and the M.O.A.
S & S Engineering shall have no liability to the owner or to others for acts or omissions of the
contractor or any other persons performing work on this project or the failure of the contractor to
carry out the work in accordance with these construction documents. S & S Engineering's
inspecting engineer will not be responsible for the construction means, methods, techniques,
sequence, procedures or the safety precautions incident to this project.
CONTRACTOR / INSTALLER
Municipality of Anchorage Page 25 of
DEPARTMENT OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744
On-Site Wastewater Disposal System and/or Well Inspection Report
Name: Wastewater System: ~New ~ Upgrade
Address: ABSORPTION FIELD
Phone: ~ ¢~ -- ~ ¢ ~ ~ No. of B~ooms: ~Deep Trench D Shallow Trench ~ Bed ~ Mound D Other
LEGAL DESCRIPTION so, Rating: Total Depth~original gr~e:
Lot: Block: Subdiv~ion: Depth to pipe bottom from original grade'. Gravel depth beneath pipe
I I ~ Fill added~ovo originalgraq~ Gravel length:
WELL: ~ew D Upgrade Gravel width: ~' ~ ~ Ft. Number/of lines: Distance~between lines:Ft.
Classification (Private, A,B,C): Total Depth: Cased To: Total absorption area: Pipe material:
Driller: Date Drilled: Static Water Level: Installer: ~1~(~ ~n~'~. Date installed:
Yield: ~ GPM PumpSetat: Ft. Casing Height Above Ground:/; ~ ~ F,. ~'~q~" ~q TANK
SEPARATION DISTANCES ~septic ~ Holding B S.T.E.P.
To Septic Absorption Lift Holding =ubfic/Private Manufacturer: Capacity in gallons:
From Tank Field Station Tank Sewer Lines ~ ~ ~j~ ~
Material: Number of Compartments:
Surface
Water ~ ~ ~ ~ ~ LIFT STATION
Line
Foundation /~/ ~~ ~, ~ ~ "Pump °n" level at: i "Pump cfr' level at:
High water alarm at:
Curtain
Location and Description:
/~'~ 0 ~ Assumed Elevation:
~ ENGINEER'S SEAL
Inspections performed by: //~ Dates: 1st/¢~/¢~ ~%49~
e e e~. e e e e e e · · e~e e~ ee~
Department of Hea th a~ lu in Se~ices approval [~~ R.J,
72-013 (Rev. 9/91) MOA 25
Permit No, J'~[/ Pq~J'~*' Page / of Z,
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
~~~AR~O~ ¢~'~ ~' NOTE:ALL
~~ AND MATERIALS IN
~ ACCORDANCE
WITH MO.A.
SPECIFICATIONS
40'
~eee~eeeee*ee*e~ee~
72-0f3 A (Rev. 9/91) MOA 25
,--96 TUE 11:$$ AM GARY L.
HO0~
M-W DRILLING, Inc.
P.O, Box 110378 · 10330 Old Seward Highway
(907) 349~8535
ANCHORAGE, ALASKA 99511
907+$49+8442
P.02
DRILLING LOG
WeLt Owner BRAD SUTT[R ,,Use of WellOOMESTIC
Location (address of: Township, Range, Section, if known; or distance main road LOT 10, BLOCK 1, PARADISE VALLEY' SDBDI'VISION
ANCHORAGE, ALASKA
Size of casing ~" . .Depth of Hole 145 feet Casedto_ 143.86 ..feet
Static water level t20.5 ft. (a~ov~l'{ ~below) land surface. ¥inish of well (check one) open end (
Screen ( ); Perforated ( ,~
.~., ~,, i/ ' ,
Describe screen or perforation ;
Well pumping test et 3 .~, ~ ~: ~ (minute) for 1
of drawdown from static ~1. ~' ,,
. Date 0fComp]eQo~ 11 AUGUST?~!996~s ?~,. :'
.: , , :,..~ WELL LOG
De~th in ~ee~ ~om G~:~'~S~ 6f f~ma~ons penetrated, size of mateHa], colo~
g:o~d su~ace ....
o
2 ZO. ~ E~ ~" '
22 .TO 74 Cld ~~ :~RAVEE[Y/sILTY
74 .TO 112
112 TO. 126
126.TO 132
132 TO 140
140 .TO 145
,TO.
);
hours witlt 24.50 .... - fA.:,.-...~.
.TO
__.TO.
TO
_ TO.
.TO.
1 - CUSTOMER
May~r'
Pump l stallation Log
Drilling Permit b[umber: S'Z/__
Date of ~stte:
Parcat Identification Number:
~eg~l Description
Pump Iatake D~p~h Below Top of Well Casing: ~}~) feet
~/ietbod of Disinfec~oo:
Comments:
Pump InstaLler
The pump installer shall provide a pump/msrmllarion leg ~-o the DSD witJJin S0 d~ of pump
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND HUlVLA_N SERVICES
P.O. BOX 196650, 825 "L" STREET, ROOM 502
ANCHORAGE, ALASKA 99519-6650
PAGE 1 OF 1
0N-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT
PERMIT NUMBER:SW940395
DESIGN ENGINEER:DUMMY COMPANY
OWNER NAME:SUTTER BRAD A & JOY K
OWNER ADDRESS:10431 BRAYTON DR.
ANCHORAGE, AK 99507
DATE ISSUED:10/12/94
EXPIRATION DATE:10/1.2/95
PARCEL ID:02042430
LEGAL DESCRIPTION: PARADISE VALLEY BLK
1 LT 10
LOT SIZE: 16 (SQ. FT.)
NUMBER OF BEDROOMS: 3 THIS PERMIT: 3
THIS PERMIT IS FOR THE CONTRUCTION OF:
DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH:
1. THE ATTACHED APPROVED DESIGN.
2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS
15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL
REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80).
3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS
PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY
CALLING 343-4744 (24 HOURS)
4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL
ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING
WEATHER MUST BE EITHER:
A. OPENED AND CLOSED ON THE SAME DAY
B. COVERED, SEALED AND HEATED TO PREVENT FREEZING
5. THE FOLLOWING SPECIAL PROVISIONS.
SPECIAL PROVISIONS:
THE MAXIMUM TOTAL TH
FEET. ~
RECEIVED BY:
ISSUED BY:~' ~~._
OF THE TRENCH MUST NOT EXCEED 11.0
DATE:
September 16, 1994
MOA DHHS
825 'L' Street
Anchorage, AK 99502
BATES ENGINEERING
441 OCEANVIEW DRIVE
ANCHORAGE, AK 99515
(907) 345-0807
Subj: Well and Septic System Design for Brad A. Sutter
Re: L 10, B 1, Paradise Valley Subd.
The attached Site Plan shows the existing and potential wells and
septic system locations on the surrounding lots.
WELL IMPACT
The well location was selected based on a compatible location to
allow for practical locations for wells and septic systems on the
surrounding lots. It is difficult to predict what impact the
total development of the area would have on the available aquifer
and beyond the scope of this report, however, because of the size
of the lots and density of the subdivision we would recommend
that some type of a public water be planned for the future.
SEPTIC SYSTEM IMPACT
The septic system should have little impact on the ground water.
The fairly slow pert rates of 20 to 27 min/inch thru dense GM
material will provide adequate treatment of the effluent. The
monitoring tube on lot 10 is dry to 12', monitoring tubes on lots
11 and 12 to~14'& 15' are also dry and a test hole drilled on lot
i5 bY R&M in 1977 recorded no water to a depth o~;~19i~51' Records
also reflect that no water was encountered on l~ts ~7 Or i0 block
2 to depths of 12 and 14 feet. No bedrock or impervious
materials were encountered in any of the test holes.
Based on this information and the limited space available for
septic systems we are requesting approval of a deep trench system
using an 8' deep absorption area. During construction we will
verify no water to at least 4' below the drain rock and install a
monitoring tube. If water is encountered we will immediately
notify your office and coordinate a redesign of the system.
RESERVE SYSTEM
There is adequate space for an alternate system on this lot as
shown on the site plan. We would recommend that consideration be
given to a future public sewer system because of the small size
of the lots and density of the subdivsion.
DRAINAGE
The lot generally slopes at
banks or other problem areas.
about lOX to
the west with
no cut
BATES ENGINEERING
n Design n Construction D Resource Development
4,41 OCEANVIEW DRIVE
ANCHORAGE, ALASKA 99515
Telephone (907) 3¢5-0807
SHEET NO
CALCULATED B'~ ~d ~.~/~'-~'
CHECKED BY
OF ~.-.
DATE.
"='/0 //,/~'7~ ~..
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L' Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
18-
19-
20
ty ( i Al ch(
i
Munk
'ag
.... Dept. H,
WAS GROUND WATER
ENCOUNTERED?
S
L
IF YES, AT WHAT O;
DEPTH? p
Depth to Water AfterE
Monitoring? Date:
Gross Net ~ Net
Reading Date Time Time W~[~r Drop
PERCOLATION RATE ~---~ (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN 3, OFT AND .~, ~ FT
COMMENTS ~"~--~'~' ~ ~O~ /~ ~r ~/ /~O~M~ ~
PERFORMED BY: ~ ~/~/~ , ~~~'~ CERTIFY THAT THIS TEST WAS PERFORMED IN
ACCORDANCE WITH ALL STA I ~ AND MUNICIPAL GUIDELINES IN~EFFECT ON THIS DATE. DATE:
72-008 (Rev. 4/85) ~ ~~
. _~PERFORMED FOR: ~'~""g~'g~ '~ '~ "~'~'~"~ r DATE PERFORMED:
~A.~SC.w~O~:~ /~ ~/~-~ / Township,~an~e, Section:~
BA ENGINEERING
Design n Construction [] Resource Development
441 OCEANVIEW DRIVE
ANCHORAGE, ALASKA 99515
Telephone (907) 345-0807
CHECKED BY DATE
SCALE / ~'~/'~<:P /
28,49l
636
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27,448 /'
39,7ll
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WIDE
WALKWI
~:- 8697
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
PERFORMED FOR:
LEGAL DESCRIPTION:
1
2
5
6-
7
8
9
10
11
12
13
14
15
16
17
18
19
20
PERF
DATE ~
Township, Range, Section:
SLOPE SITE PLAN
WAS GROUND WATER
ENCOUNTERED?
S
L
IF YES, AT WHAT -,-,--.-' O
DEPTH? P
E
Depth to Water Aqer.
Monitoring? ~/N )~J,~ Oate:
Gross Net ~ Net
Reading Date Time Time Wat.~r Drop
? A '
PERCOLATI'ON RATE ~--'~ (minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN ~* ~FT AND 3*' ~ FT
COMMENTS ~'~'S,~" ,,~/4~/--, -~ /,,~"-,"~-, ~ ~/ ~~ ~Y
PERFORMED BY: ~
ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES~IN EFFECT ON THIS DATE. DATE:
72-008 (Rev. 4/85)
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "g" ~treet, Anchorage, Alaeka 99502-0650
SOILS LOG -- PERCOLATION TEST
PERFORMI-"D FOR:
DATE
SLOPE
6
?
8
g
10
11
12
13
14
17.
18-
lO.
20-
ENCOUNTERED?
I1~ YES, AT WHAT '"' [
DEPTH? pO
Monitoring? ~.)lL~ Date; , , r
Time Time Weter Drop
,, I~:O~ ~ Y~" -
PERCOLATION RATE J'"~"~ llnutei/inc~) PElvIC HOLE DIAMETER --
ACCORDANCE WI~N ALL ST~~N T~E, DATE: ......
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water and Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage. AK 99519-6650
www.muni.org/onsite
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL
FOR A SINGLE FAMILY DWELLING
Parcel I.D.
GENERAL INFORMATION
Com~31ete legal description
Location (site add~;ess) 5940 Greece Dr.
Current Property owner(s), Brad Sutter
COSA#
Expiration Date: /
Lot 10; Bloqk 1; Paradiee Va]lev
Anehorapa. AF 99516
Mailing address
Lending agency
Mailing address
Real Estate Agent
2. NUMBER OF BEDROOMS:
Mailing Address
Unless otherwise requested, COSA will be held by DSD for pickup.
3. TYPE OF WATER SUPPLY:
Individual Well
Individual Water Storage
Community Class
Public Water System
[]
Well []
Day phone 3l~9-8432
Day phone I
Day phone
TYPE OF WASTEWATER DISPOSAL:
Individual On-site ~
Individual Holding tank []
Community On-site i l--I
Public Sewer []
The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of On-Site Systems
Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil
engineer registered in the State of Alaska. Certificates of On-Site Systems Approval are required for the transfer of
title (except between spouses) for properties served by a single-family on-site wastewater disposal hnd/or water
supply system. DSD also issues COSAs upon request to homeowners. Certificates of On-Site Systems Approval
are valid for 90 days from the date of issue for properties served by a private or Class C well and ma~; be reissued
with new water sample results. (Certificates may be reissued for a period of up lo one year with valid water
samples.) Certificates are valid for one year for properties served by Class A or B wells or a public v~atar system.
The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's Work.
4. STATEMENT OF INSPECTION BY ENGINEER
Se
As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation,
based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines for this application,
shows that the on-site water supply and/or wastawater 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 investlgat[on and inspection, the on-sita 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.
NameofFirm S & S EngineectnR
Address 17034 N. Ea~le River Loon Ste. 204
Engineer's Printed Name //'~0~',~.~ ~'. C'~ ~,d,,~/
DSD SIGNATURE
. ~ Approved for '~
Disapproved.
Conditional approval for
Phone 694-2979
bedrooms.
EaRle
River, AK 99577
Date ~' f/~-//0
· ....
bedrooms, with the following stipulations:
Additional Comments
Attachments:
"/))))])))))H"
By:
COSA Checklist
Septic System Advisory
Well Flow Advisor7
Nitrate Advisory
X
Arsenic Advisory
Maintenance Agreements
Supplemental Engineer's Report
Other
Original Certificate Date: _~ -,~ ~ - O ~
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water & Wastewater Program
4700 Bragaw Street
P.O. Box 196650
Anchorage, AK 99519-6650
www.muni.org/onsite
(907) 343-7904
CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST
Legal Description:
Parcel ID: (:~7_..~ --
IfA, B, orC provide PWSID # "-
Sanitary seal (~)
C,sed to
FROM WELL LOG
ft*
gp.m.
A. WELL DATA
Well typa"'~.l vJqT~
Date completed ~['!
Total depth
Date of test
Static water level I
Well production "~,
WATER SAMPLE RESULTS:
Coliform O colonies/100 mL
Arsenic: I~0 mg/I
Nitrate ~oeZmg/L
Date of sample:
B. SEPTIC/HOLDING TANK DATA
Tank Typaadaterial
Tank size I~C> gal. Number of Compartments
Foundatio.n',~lean~) ~
Deteo, !n.g
Well LOg ~kt)
Wires properly protected~i)
Casing height (above ground)
AT INSPECTION
~,/~' ..~ gO.re.
t z-~ - 50
Other bacteria ~ colonies I00 mL
~1~1o~ ~,~uo~ C"~'~-~
Collected by: "71~o/~,
/
Date In,tall~
C~anouls ~)
Depression over tank (Y~) ~ High water alarm (Y~)
Pumper['~+ l-~nl~ ~:'~ ~P_-E Ic-E ~
C. ~SORPTION FIE~ DATA
Dateinstall~ ~/I~/oG ~lrafing (g.p.d.lfl~or~rm)~-~ System~
Le~ ~:' fl. W~m ~
'" . fl. Gr~ ~1~ pi~ fl.
T~aldepth I~fl. ' '
Eft. a~rption ar~ ~fl= Mon~oring tu~ ~ ~prassion over fie~
Dateofed~uacyt~t~ ~ Resu~(Pas~Fail) P~R For ~ ~r~ms
Fluid depth in absorption field before test -- in.
Elapsed Time: ~ min. Final fluid depth --
Any rejuvenation treatment (past 12 mo.) (Y~)& type)
Water added" gal. New depth ~ in.
in. Absorption rate >= ~ ~ g.p.d.
p.) (3 If yes, give date
I
D. LIFT STATION tO ~ I~
Data installed Size in gallons
'Pump on" level at ~. High water alarm ~vel at
Datum Cycles tested Meets alarm & circuit requirements?
E. SEPARATION DISTANCES
in.
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic tank/lift station on lot
Absorption field on lot
Public sewer main
Sewer/septic service line
Animal containment areas
On adjacent lots /~:~
On adjacent lots /~
Public sewer manhole/cleanoul
Holding tank
Manure/animal excrete storage areas
SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO:
Building foundation /~ Property line. Icj ~
Water main /~ / R Water service line
Wells on adjacent lots. /~
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Property line ~.O Building foundation ~
Water Service line, ! O I4- Surface water /¢~)
Curtain drain ~ ~ Wells on adjacent lots, (
Absorption field S +
Surface water ,, ~/'f-
Water main /o/R
Driveway, paddng/vehicie storage
F. COMMENTS
Municipality of Anchorage
Development Services Department
Building Safety Division
On-Site Water and Wastewater Program
4700 South Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www. munl.org/onsite
(907) 343-7904
ON-SITE SEWEPJWELL SUBMITTAL COMMENT SHEET
To: Bob ¢owon
Paradise Block 1 Lot 10
Legal
description:
Valley
The attached paperwork has been reviewed and Is being returned for the following reasons:
;. °1-1
Odginal signature or stamp missing on
Calculation error in design.
Additional soils information needed.
Water monitoring results inadequate.
Discrepancy in information submitted.
Topographic information missing or inadequate.
Incomplete; missing Was existinq trench abandoned ?
Incomplete; missing
Additional adequacy test information needed.
Water sample unacceptable,
Measured/proposed distances/dimensions missing,
Locations of all soils, percolation and water monitoring tests not shown.
Proposed system too deep for soils information submitted,
Well log required.
Omission in narrative.
Insufficient fill over tank or field,
Other..Top of trench about 6 feet below tirade, Perk tests done at 3 and 4 feet,
Name of reviewer. ,Tellc Date: 8-24-06
P/ease supply the necessary information and re-submit your request.
LEAVE THIS FORM ATTACHED TO THE PAPERWORK
~5/23/200S le:2B 9072432081 F'RE~NRLATY, A g AGGO PAGE
1'7.
8299T
t.~9
/
Lot
CO.
~ouse
2_0 OH
'l
7
\
\
\
EASEME~ OF RECORD, OTHER THAN
THOSE SHOWN ON THE RECORDED
PLAT ARE NOT SHOVel HEREON.
LOT 10
//Fire plt
Unk
Fence
\
\
Let 11
Parcel I.D. #
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
JAN 50 ~996
CERTIFICATE OF HEALTH AUTHORITY
APPROVAL FOR A SINGLE FAMILY DWELLING
GENERAL INFORMATION
Complete legal description ~,~.7~
Location (site address or directions)
Property owner
Mailing address /~'~ ~..z.~/
Lending agency
,/ ,,,,'
Mailing address /-~/ ~,t~. ~-×~.-~..¢~'d~ ~,~,,~"
Agent
Day phone
Day phone
Day phone
Address
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.
4. TYPEOF WASTEWATER DISPOSAL:
Individual on-site
Holding tank
Community on-site
NOTE:
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
STATEMENT OF INSPECTION BY ENGINEER
As certified by 'my seal affixed hereto and as of the validation date shown below, I verify that my
investigation of this Health Authority Approval application shows that the on-site water supply
and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms
and type of structure indicated herein. I further verify that based on the information obtained from
the Municipality of Anchorage files and from my investigation and inspection, the on-site water
supply and/or wastewater disposal system is in compliance with all Municipal and State codes,
ordinances, and regulations in effect on the date of this inspection.
Name of Firm /_;7..:~/7~,.,~ -~-,~,J,,~¢,5'~.."/,.'~ Phone ~7.~¢/Y,~-
Address ~,~¢~ ~7Z¢77 (~ ~¢~, ~'
~~ Date /
Engineer's signature /~~ ~
.....
D~NS SIGNATURE
. Approved for --
Disapproved.
Conditional approval for
bedrooms.
bedrooms, with the following stipulations:
Additional Comments
The Mui~icipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority
Approval Certificates based only upon the representations given in paragraph 5 above by an independent
professional engineer registered in the State of Alaska. The DH HS does this as a courtesy to purchasers of homes
and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not
conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not
responsible for errors or omissions in the professional engineer's work.
72-025 (Rev. 1/91) Back MOA #21
82E
Legal Descriptk
A. WELL DATA
Well' type
Log present(Y/N)
Date of test
Static water level ~/
Well production ..~
WATER SAMPLE RESULTS:
Coliform ~
Date of sample: ~ ~/~ 'Z.
Date
Fluid depth
Pe~6~id~ treatment
O. Lwr S A ION /a/A
Date installed
Size in gallons
Manhole/Access (Y/N)
High water alarm level at*
"Pump on' level at*
*Datum
"Pump off" level at*
Cycles tested
E. SEPARATION DISTANCES
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic/h~ tank on lot //~/9 /
; On adjacent lots
Absorption field on lot /<9 d~'" ; On adjacent lots
Public sewer main
Sewer/septic service line ~ FA/~9, 9 ;L/--~
Public sewer manhole/cleanout ~./~
Lift station ,0-/~/~:t
SEPARATION DISTANCES FROM SEPTIC/I-ISLDZ;,~ TANK ON LOT TO:
Building foundation //~ / Property line f/-~
Water-mare/service line 7t5'- 4-- Surface water/drainage
Absorption field
Wells on adjacent lots
SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO:
Building foundation
Water.ma~a/service line
Surface water
Driveway, parking/vehicle storage area
Curtain drain
F. ENGINEER'S CERTIFICATION
I certify that I have determined thrufield inspections and review
in conformance with MOA HAA guidelines in effect on this date.
Signature
Engineer's Name /~'~6~' ,~'t;7- ~',~
Date
Wells on adjacent lots / fl' 7/.,a. Prope~r~l~l~_~.~ '*
of Mumctpal r~ '~,t~O,~;ste~;'~
HAAFee $ '~ ' ~
Date of Payment /--,)--Z/~ --7~~''-'
Rev. 8/95 OSS: haa.wk.doc
Waiver Fee $
Date of Payment
Receipt Number
