HomeMy WebLinkAboutSTUCKAGAIN MANOR BLK 2 LT 9$ ucl again
Block 2
Lot 9
#04 ! -023- ! 0
Municipality of Anchorage ..,,,x
Development Services Department
Building Salety Division
On-Site Water and Wastewaler Program. 4700 S. Bragaw St.
P.O. Box 196650 Anchorage. AK gOSt9-6650 Page
www.cl.anchotage.ak.us (907) 343.7904
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Permit Number: ,'~I,~OI O 1 3 5' P~D Number: Oq-I" 0;~3 - I O
"'~ dll~r'3 ~"1'*~*~-~ WastewaterSystem: ~New nUpgrade
LEGAL DESCRIPTION ~.~ {, ~ ~.~-,'
we,: ~ New ~ Upgrade ~ ,,. I
~""~'-'"-* ~"'~'~'"" 500 ,,,
P~;~+e "'~:11~,,. 116. "'---'"'
SEPARATION DISTANCES ~ septic ~ Ho~in~ ~ S.T.E.P. ~ O~he~:
~ Septic Absorption Lift HoMing Pub~d.le a~ ~ ~ c~,~
"~'" BENCH MARK
nspect,ons pe.orme~ Dy: ....... ~5~ Dates:
'""" "'"" ..... =~ ~-30-~/ "~,~"'""'~.o.,, ~ :ow,. "~;~--
DevelOpment Services Department Approval
Reviewed and approved by: ~ Date: ~/l~e~
.
P£R~IIT I~O. SW0J 01 .~5
PAGE 2 OF ,~
Municip, aU~c oF An_c h.o.r' g g.e.
DEPARTMENT OF HEA~_THAND HUIVlAN SERVICES
ENVIRONIVlENTAL SERVICES DIVISION
P.O. Box 196650 eAnchor~lge, Alask(1 99519-6650eTeJephone: 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
LECAI~ LOT 9, BLOCK 2, STUCKAOAIN MANOR
P.I.D. NO. 041--023--10
TH# 1
NEW
4 BEDROOM
HOUSE
10'
WELL RADIUS
BM
II
II
C01
T1 NEW 1250 GALLON
SEPTIC TANK
.! & DBL2
10
CE - 8801
P£R.~flT F;O. SW010135
PACE
Municip. alit oF .A.n_c h.o F ag.e.
DEPARTMENT OF HEA~_TH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
Pmn. Box 196650 eAnchoroge, Alosko 995i9-6650®Telephone: 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
LECAL LOT 9, BLOCK 2, STUCKAGAIN MANOR
P.I.D. NO. 041--023--10
ST1 ST2 /98.2'
FINAL
_._,/I NEW 1250 I~^~ ~-'
~J~.u- I GALLON J '~z.~
~ SEPTIC TANK J
CO1
Cn02n MTldCO! = 98.9'
II II/Ico = 90.8'
~_~AL GRADE
J "~HJ,._]C01 = 91.8'
[~. [C02 = 91.?'
'~-MT1 = 88.6'
·
NO WATER FOUND
82.6' B.O,H.
A B
FCO 30.0' 5.0'
ST1 33.5' 16.0'
ST2 38.0' 24,0'
DBL1 39.0' 26.0'
DBL2 39,5' 27,0'
C01 21.5' 22.0'
MT1 40,5' 41,5'
C02 74.0' 73.5'
Municipality of Anchorage
Development SeP~ice, Department
Building Safe~ D~i~
On-Site Water and Was~ter P~mm 47~ ~ B~g~ SL
P.o. sox
(~7) ~7~
Soils Log - Percolation Test
Legal Des~pUon: [e;'" ~ ~LIc ~. $~'~C*¢A~Rr,,~ /vlR~g/~ Township. Range, Beton:
Slope Bite Plan
/'1/-- ~'-T'
2.
3-
WAS GROUND WAT£R ~ iD
11 - Monitoring? ~ E
13-
15-
16-
17.
18-
19-
20-
Reading Date Gross 'rime Net Time Depth to Water ~ Net Drop
PERCOLATION RATE ~ OD ~ (rr~te-./mch) PERC HOLE DI~IETER (,,~'
TEST RUN BEIWEEN C~ ~ ~D ~ ~
PERFORMED IN A~~¢t~~IP~ GUIDELINES IN EFFECT ON THIS DATE. DATE: · .!e River, Alaska ~5~
FROM -' JG~',I KRESS FP, X NO. : 90?2775482 Apr'. 30 2002 09:~6RM P2
.lob ~o.: 01-1.~,
Pcrm{t ~qo.: ~ SW010135
Pr o.]~'ct Ho.:
Drilling, ]:nc.
· P.O. I~ox l10378·Anchor~:je, AK 99511*
· 907-345-4000 * 907-345-3287
,Groundw..ater Well~Is-Built & Log
+ Welt Owner: Kteas, J'ohn ~ [Itt ef Welt:
· l. egM Dew. tlptlon:. Lot 9~ Block 2 Sluckagain ~ ~n a n)O ~
Domestic
Construction
®CtoutNot~: ($) Sack~- No. 8 b~nt~nite
· }Fell D~,elopment: Method: Alt surge
e ~ yleld t~ at 1~]5
w~ 10~A of drawdown ~D)
· Dateofcomplvllon: 21: Augx~ 200t ,,l'~ml~lnttalt:
· Well Log
"Depth in ~t frot~
top of easing. D~taib of formtious p~netnte&, size of mat~h~ cobr and ha~n~
0 TO 2 ~s~chp
2 TO 5 Silk.vel: bro~
5 TO 17 S~dy~vel: damp . , ,
17 TO 30 S~d~sih: cobbles
30 TO 42 ~vellys~d
42 TO 90 ~vellysilt
90 TO 102 Silty~vel
102 TO 117~ ~vel: ~t~bea~g
117 TO ll91Silt: bro~
TO
xo "'
TO C~m~ No% 814 ~ 973
PiOBERT C. COW/~/. RE.
ROI3ERTA. SIIAFER, RE.
Date%
CML ENGINEERS
(907) 694-2979
FAX (907) 694-121 !
Municipality of Anchorage
DEPARTMENT OF HEALTU AND UUMAN SERVICES
825 L Street
P.O. Box 196650
Anchorage, Alaska 99519-6650
REFERENCE
Lot g nor
The septic in~pections for ~e referenced property were
performed on ~-~O-01. and ~ ~-~ . Prior to submitting
the On-site Wastewater Disposal Syste~/.9[ Well Inspection
Report we are waiting for the ~ to be
completed.
If we may be of further service please contact us.
Sincerely,
t
17034 NORnl EAGLE RIVER LOOP ~ SUfl'E 204 · EAGLE FtlVER, AL~, KA 995?7
MUNICIPALITY OF ANCHORAGE
Development Sen/ices Department
On-Site Water & Wastewater Pwgram
4700 South Bragaw Street
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT
Initial
Date Issued: May 29, 2001
Expiration Date: May 29, 2002
Permit Number: SW010135
Legal Description: STUCKAGAIN MANOR BLK 2 LT 9 .
Design Engineer: 0003 S & S Engineering
Owner Name: JOHN KRESS
Owner Address: NHN FARPOINT CIRCLE
ANCHORAGE, AK 99507-
Parcel ID: 041-023-10
Site Address:
Lot Size: 43257 SQ. FT.
Total Bedrooms: 4 Permit Bedrooms: 4
This permit is for the construction of:
[] Disposal Field [] Septic Tank [] Holding Tank [] Privy
[] Private Well [] Water Storage
.NI construction must be In accordance with:
1. The attached approved design.
2. ,NI 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 to 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.
5. The following special provisions. ? AT THE TIME OF CONSTURCTION THE ENGINEER SHALL PERFORM AN ADDITIONAL SOILS TEST SO THE
30 RADIUS AROUND THE PERCOLATION TEST SURROUNDS THE ORIGINAL ABSORPTION FIELD.
Received By:
Issued By:
Date: -.(""- ~'0 -- c~/
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.cLanch, orage.ak.us
(907) 343-7904
ON-SITE SEWER/VVELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D.
Permit Number
Property owner(s)
Mailing address (1)
-Mai~ address (2)
Legal description (Lot, Block & Sub'd.)
Legal description (Section, Township & Range)
Lot Size ~ ~~
4 ,Z5-7 - -
THIS APPLICATION IS FOR:
Sewer Only
Sewer and Well
Sewer Upgrade
THIS PROPERTY CONTAINS:
Hot Tub
Swimming Pool
Therapy Pool
Day phone
Zip Code
Number of Bedrooms
Well Only ~]
Water Storage
I-1
Water Softening Unit
I certify that the above information is correct. I further certify that this application is being made for a
Single Family Dwelling and Is in accordance with applicable Municipal Codes.
S & S ENGINEERING //]/ '~ -~ S & S ENGINEERING
" S77 /~,~/ "' 1~"--- FaMe River A askm 99577
· In River. A1a~a 99 -
(Signature of property owner or authorized agent)
Permit Fees:
Date of Payment:
Receipt Number:
(Rev. 12/00)
Waiver Fees:
Date of Payment:
O o 9 3, ~ I Receipt Number:
May 14, 2001
ROBERT C. COWAN, P.E.
CML ENGINEERS
(907) 694-2979
FAX (907) 694-12'1 '1
SOft. lEST
MUNICIPALITY OF ANCHORAGE
Development Services Department
P.O. Box 196650
Anchorage, AK. 99519-6650
REFERENCE: Lot 9, Block 2, Stuckagain Manor S/D
It is requested that you issue a permit to install a well & septic system to serve the
proposed four bedroom dwelling on the referenced property.
Two test holes were excavated and percolations tests were performed. The approximate
location of the test holes are located on the attached site plan. At the time of excavation
11/9/99 water was not found. The monitoring tubes were also found to be dry on 4/12/01.
We do not anticipate any adverse effects on neighboring wells, septic systems, reserve
areas or drainage patterns by the installation of the proposed septic system. The
construction of this system will not prevent any future development on any of the adjacent
properties.
Ifyou require additional information, please contact us.
Sincerely,
RCC6Bm
Enclosure
17034 NORTH EAGLE RIVER LOOP · SUITE 204 * EAGLE RNER. ALASKA 99577
EAGL£ RNER. A~.SKA 99577
PHO~£1 (907)694-297g
LOT 9, BLOCK 2,
J.H.M.
DESIGN CRITERIA:
4 BDRM = 600 GPD
SO~LS = 1 2 GPO/SO.FT.
600/1.2 = 500 SO.FT. REQ D.
TRENCH CRITERIA:
6' DEEP
1' EFFECTIVE
5' WiDE
87' LONG
30 29' EACH \
R= 0.87
STUCKAGAIN MANOR
R.C.C. 5-14-01
1 OF2
COWA~
CE- ~$0!
ALL PORTIONS OF' SYSTEM
WITH LESS THAN 3.5' OF'
COVER REQUIRE INSULATION, \ ,,
LOT 9, BLOCK 2,
J.H,M. [ R.C.C.
TRENCH CRITERIA:
6' DEEP
1' EFFECTIVE
5' W~DE
87' LONG
30 29' EACH
R= 0.87
STUCKAGAIN MANOR S,/D
5-14-01 2 OF 2
DESIGN CRITERIA:
4 BDRM = 600 GPD
SOILS = 1 2 GPD/SO,FT.
600/1.2 = 500 SO.FI. RED D.
8A
INSTALL FCO
5'
PROPOSED--
TRENCHES
kilN. 10'
PROPOSED
1250 GALLON
SEPTIC TANK
100' WELL RADIUS
10
,6
e
6
9
IO
ii
1'2
13
14
16
16
18
'tO
2o
~ ~1 '"' i '"-~'.'..-,-.,-,,:,e.,:.',,%
' -"" t .'~"~'~' : ~' '"
Munl 'JIc'alll¥ o! Anchorage ~r~/iA,,oo,,.o,.,,**,.,~,
625 'L' Street. Am:borage. Alaska 09502-0650 'ld~ ', 'To~,'..~ ~%.~.'~l'~d
SOILS LOG - PERCOLATION TEST - ,. , .. ~.:.
OATEPERFOR~EO: li-~-
Township. Range. Section:
4
WAS GROUND WATER
ENCOUNTEREO~
IF YES. AT WHAT
O~PTN?
DISCLAIMFI~ ? "P,~n.ndwa t
P,st end future presence
"from these oo,er~vac~ons.
PERFORMED BY:..
' ~E ~TH ~ STATE ~0 MU~PAL O~ EL~ IN EFFECT ~ T~8 DATF. ~T~
PERCOLATIGNP. ATE · ~ im, nMi~,~.-,G~;PERCHOLEOi),j, CETEF~ __~,
~ndlor depth of grotndwater can .not be predicted
· ~ ~RTIFY T~T T~$ T~T W~ PERFUMED IN
TH
Munl '~l:'ellt¥ of Anchorage
DEPARTMENT Or .~EALTH & HUMAN SERVICES
825 *L' Street, A,,chorage, Alaska 99502-.0650
SOILS LOG - PERCOLATION TEST
4
$
6-
8-
10
II
12
13
14
16
16
I?
18
lg.
20.
Township. Range. Section:
SLOPE
SITE PLAN
WAS GROUND WATER
ENCOUNTERED?
IF YES. AT WHAT
PERGOLATION RATE ' '~k I (mmu~l~/.'~) PEFIC HOLE OWaETrr~
TL~,T RUN eF. TV~EN · FT A,O rr
DXSCLAII4r~. "Crn,nd~ater rnndtttnn~ ~dtcnted A~ fnr the date~ ~ho~n'only.
Past and future presence ~nd/or depth.of grotndwater can~not be predicted
trom ~nese oaser~ons.
~ORMED8~ I * ~ .~ ~RTIFYT~TT~T~TW~PERFORMEDIN
'~RD~CE~TH~LITATE~OM~PALO[a[ELi~SiNEFFE~T~&OAIF. OAT~ i II-I~--- ~
,SC~ TEST
ROBERT C. COWAN, P.E.
CML ENGINEERS
(9O7) 694-2979
FAX (907) 694-1211
ON-SITE WASTEWATER DISPOSAL SYSTEM
CONSTRUCTION PRACTICES
and
MATERIAL SPECIFICATIONS
REFERENCE: Lot 9, Block 2, Stuckagaln Manor Subdivision
May 10, 2001
GENERAL:
The scope of this project includes the installation of a 1250 gallon minimum
septic tank and new trenches to serve the proposed four 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:
1. A septic tank is to be constructed by a certified septic tank manufacturer.
Construction shall include two 4" cleanouts for pumping access.
2. The septic tank shall be sufficiently bedded to prevent settling or shifting of
the tank.
17034 NORTH EAGLE RIVER LOOP * SUITE 204 * EAGLE RIVEI~ ALASKA 99577
Page 2
Lot 9, Block 2, Stuckagaln Manor $/D
May lO, 2001
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 TRENCII/DRAINFIELD 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, inslalled 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.
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 9, Block 2, 8tuckogaln Manor
May 10, 2001
MINIMUM MATERIAL SPECIFICATIONS:
1. Any septic tank proposed for installation must be constructed by a Municipal approved
septic tank manufacturer.
2. The following pipe materials are approved for use in septic system installations in the
Municipality of Anchorage:
T~pe of Pipe Perforated Solid
Cast Iron Yes Yes
ASTM D3034 (PVC) Yes Yes
ASTM F810 (HDPE) Yes No
ASTM D2662 (AilS) Yes Yes
Use of a type ofpipo 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, Mirati 140N, or equal) must be installed
between the final leactffield gravel layer and the native soil backfill.
All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3%
passing the/t200 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, which ever requirement applies.
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 follows:
Page 4
Lot 9, Block 2, Stuckageln Manor 8/D
May 10, 2001
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 trenches, 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