HomeMy WebLinkAboutWYNTER PARK #1 BLK 2 LT 9Wynter Park #1
Block 2
Lot 9
#051-492-10
EXPIRED PERMIT
Not Eligible for COSH
Municipality of Anchorage
George P. Wuerch, Mayor
Building Safe~' Division
P.O. Box 196650 · 4700 S. Bragaw Street
Anchorage, Alaslm 99519-665'0 · (907) 848-8301
httl)://x~x~v, ci.anchoragc.aka~s
July 3, 2002
Dianne Foote
24562 Park Dr.
Chugiak AK 99507-6225
Subject:
On-Site Water and/or Waste;vater Permit.
Permit Number: SW010304
[L'6~hl D~6ription: Wynter Park'#1 Block 2 Lot 9
Dear Dianne Foote:
An On-Site Water/Wastewater Permit, number SW010304, issued by this office for a single-family
system, ;vill expire on August 9, 2002. Tlfi.'s permit was valid for 365 calendar days.
If this was a well permit and the well has been drilled, a well log must be sent to this office for
documentation of the installation and to close the permit.
If this permit was for a wastewater disposal system, an original as-built inspection report must be sent to
this office for review, approval and documentation. This as-built inspection report must be signed by
the licensed Professional Engineer who inspected the installation of the system. As-built inspection
reports are required to be submitted within 30 days of the completion of the system.
If no system ;vas installed under this permit, and you are still planning to install a well Or wastewater
disposal system, a new permit must be obtained from this office. A new permit for a second year may
be issued for a fee of $100.00 if the renewal application is received on or before the expiration date of
the original permit.
When applying for a new permit, the fees are: $400.00 for a wastewater permit and $150.00 for a well.
permit.
If you have any questions, please call this office at 343-7904.
&
JimJ~ross, P.E.
Mq~'ager
On-Site Water and Wastewater Program
Enc: Copy of permit
MUNICIPALITY OF ANCHORA GE
Development Services Department
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: Aug 09, 2001
Expiration Date: Aug 09, 2002
Permit Number: SW010304
Legal De~C~ipti6h: WYNTER PARK #1 BLK 2 LT 9 ~'
Design Engineer: 0003 S & S Engineering
Owner Name: Dianne Foote
Owner Address: 24562 PARK DRIVE
CHUGIAK, AK 99507-6225
Parcel ID: 051-492-10
Total Bedrooms: 4
Site Address: 024562 PARK DR
Lot Size: 20745 SQ. FT.
Permit Bedrooms: 4
This permit is for the construction of:
r~ Disposal Field [] Septic Tank
[] Holding Tank D Privy
[] Private Well
Water Storage
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 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.
Received By: ~~ Date:
Issued By: Date:
Municipality of Anchorage
Development SerVices Department
Building Safely Divlsion
On-Site Water and Wastewater Program
4700 South Bragaw St,
P,O. Box 196650 Anchorage, AK 99519-6650
www.cl.anchorage.ak.us
(907) 343-7904
ON-SITE SEWER/VVELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Parcel I.D.
Permit Number SW O I¢7 ~)~'
Property owner(s)
Mailing address (1)
Mailing address (2)
Day phone ~-- ~~
Zip Code
Legal description (Lot, Block & Sub'd,) L. o-~ 6~j ~ Io~k~), [~ to ~'~F P~£k
Legal description (Section, Township & Range)
Lot Size.,2.D 7/J~"" O' /'~ ~----~'
THIS APPLICATION IS FOR:
Sewer Only J~
Sewer and Well [--i
Sewer Upgrade ['-I
Number of Bedrooms
Well Only. []
Water Storage []
THIS PROPERTY CONTAINS:
%
Hot Tub [] Jacuzzi []
Swimming Pool [] ' Water Softening U~it []
Therapy Pool [] -.
I certify that the above information is correct. I further cedify that this application is being made for a
Single Family Dw6111ng and is in accordance with apPlicable Municipal Codes.
17034 Eagle River Loop Road No. 204
:'-'.~ji~ R;,=r, Alaska
(Signature of property owner or authorized agent)
Permit Fees:
Date o! Payment:
Receip{ Number:
(Rev, 12/00)
Waiver Fees:
Date of Payment:
Receipt Number:
ROBERT C. COWAN, P.E.
August 3, 2001
CIVIL ENGINEERS
(907) 694-2979
FAX (907) 694-1211
HEALTH AUTHORITY
APPROVALS
SEWER&WATER
MAJN EXTENSIONS
SEWER & WATER
INSPECTION
ENGINEERING STUDIES
AND REPORTS
Y/EU. INSPECTION
& FLOW TEST
SITE PLANS
ROAD DESIGN
SO~L TEST
PERCOCAT]ON
TEST
STRUCTURAL &
MECHANICAL
INSPECTIONS
ON SITE
WASTEWATER
(:XSPOSAL SYSTEM
DESIGN
MUNICIPALITY OF ANCHORAGE
Development Services Department
P.O. Box 196650
Anchorage, AK. 99519
REFERENCE: Lot 9, Block 2, Wynter Park S/D
It is requested that you issue a permit to install a septic system to serve the existing
four bedroom dwelling 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 6/4/01,
water was found at 6 feet. After monitoring, ground water was found at 4 feet. At the time
of excavation of test hole #2 on 6/12/01 no water was found. After seven days of ground
water monitoring, water was found at a depth of 12.5 feet.
We do not anticipate any adverse effects on neighboring wells, septic systems, reserve
areas or drainage pattems 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. "
If you require additional information, please contact us.
Sincerely,
RCC/jhm
Enclosure
17034 NORTH EAGLE RIVER LOOP · SUITE 204 · EAGLE RIVER, ALASKA 99577
1" = 40'
SCALE
10'
30'
J DESIGN
J
SITE-PLAN
UTILITY EASEMENT '~o~ --. ~ ,~.
........... ~'- >_- ~, I ~
DRAINAGE EASEMENT ~ '~- ~' ~ ~
.... ~ ~ ~'~ ~-~~ ~- ~ ~ ~
o _.
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LI
Municipalily of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
2O
WAS GROUND WATER
ENCOUNTERED?
S
DEPTH?IF YESo AT WHAT 6 pO
Depth lo Water After,~ / ~/~/~ E
Monitoring? ~ Date: . /
G~ross ' Net Depth to Net
Readingj/Date. Time Time Water Drop
o -
' ' ~0 ~o t4" 5.5
~ ~ l~,~" 4.~-
~ ~ ~.~" -
~o ~o 14- ~.~
PERCOLATION RATE
TEST RUN BETWEEN
(minutes/inch) PERC HOLE DIAMETER
FT AND 3 FT
COMMENTS
PERFORMED BY: 1703" ~=nffl. I~lwv t,~p ~,,,,,I l,J~_ ~304, . . _ CERTIFY THAT T?S T~ST WAS
ACCORDANCE WITH ~{.aI~f~te~I~I~Suk~I~P~AFGUIDELINES IN EFFECT ON THIS DATE. DATE: '~ [(~ / O ~
PERFORMED IN
72-008 (Rev. 4/85)
I *~ ~'"..; ............
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DEPARTMENT OF HEALTH & HUMAN SERVICES I ~. ,//,,//~.9J¢~, /..'"2'~ '~',
825 "L" Street. Anchorage, Alaska 99502-0650
¢-'--'¢z.
,,,=.,.o.,,,,,,,:,,:o.: .P't,,,,,q~_~__.____ ~ c,,,-,-,,,.,,.,:o.,.,,=c,:,,~
,_,.,,,,,. c,,so,,,.T,O,,,: '¢,.
ENCOUNTERED?
S
' L
IF YES, AT WHAT O
DEPTH? p
E
M0nil0ring? "~*/ Dale:
Reading Date Gross Net Depth to Net
Time Time Water Drop
I o~ ~ o ~ !.~" --
~o ~o ~'V~" I ~/~"
o D ~ ~/~"
~o ~o ~ ,/~,, f ~/~,,
14
16
17
18
19
2O
PERCOLATION RATE J --'/"7'" (minutes/inch) PERC HOLE DIAMETER/~::~
TEST RUN BETWEEN 6 FT AND '~' FT
COMMENTS
$ & S ENGINEERING I '~7/2~/~'-'-'- CERI'IFY THAT THIS TEST WAS PERFORMED IN
'PERFORMED BY: 1Z034 Eagle River Loop Road No. 204
ACCORDANCE WIT~a'gJe~J,lJ~/AJI~ui~'/1L GUIDELINES IN Erd:ECT ON THIS DATE. DATE: '7/~ / 0//
72-008 (Rev. 4/85)
ROBERT C. COWAN, P.E.
HEALTH AUTHORITY
APPROVALS
SEWER & WATER
MNN D(TENSIONS
SEWER & WATER
INSPECTION
ENGINEERING STUDIES
AND REPORTS
WELL INSPECTION
& FLOW TEST
SITE PLANS
ROAD DESIGN
SOIL T EST
PERCOI.ATION
TEST
STRUCT U~'U. &
MECHANICAL
INSPECTION~
ONSITE
W/~TEWATER
DISPOSAL SYSTEM
DESIGN
CML ENGINEERS
(g07) 694-2979
FAX (907) 694-1211
ON-SITE WASTEWATER DISPOSAL SYSTEM
CONSTRUCTION PRACTICES
and
MATERIAL SPECIFICATIONS
REFERENCE:
GENERAL:
Lot 9, Block 2, Wynter Park Subdivision
August 3, 2001
The scope of this project includes the installation of a 1250 gallon minimum
septic tank and an absorption bed to serve the existing four bedroom
.residence located on the referenced property.
Construction shall be in accordance with the approved site plan and design
drawings, Municipal permit or ADEC Authority to Construct with any
special pro. visions or conditions, and all applicable State and Municipal
Wast,water 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. On all
leachfield mound systems, the property owner shall be responsible for
ensuring a satisfactory vegetation growth over the mounded area.
Contractors installing wastewater disposal systems must be certified by the
Municipal Health Department or ADEC if required, 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 RIVER LOOP ° SUITE 204 · EAGLE RIVER. ALASKA 99577
Page 2
Lot 9, Block 2, Wynter Park S/D
August 3, 2001
3. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade.
4. Septic tanks installed with less than 4 fi. 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. These
cleanouts shall be located on undisturbed soil not more than 10 fL 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.
LEACHFIELD BED INSTALLATION:
Excavate the proposed Bed Area to the depth shown on the design. The bottom of the
excavation shall be within 2 inches of level. If the bottom of the excavation becomes
smeared, it must be raked or scratched (ruffed-up) before gravel or sand placement.
If a sand layer is required, place sand over entire excavation to the required depth shown on
the design. The top of the sand layer must be within 2 inches of level.
Sewer rock shall be placed uniformly throughout the entire bed. Perforated distribution
pipe must be installed level with perforations down. Gravel depth below the perforated pipe
shall be a minimum of six (6) inches. Gravel depth above the perforated pipe shall be a
minimum of two (2) inches. The total gravel depth throughout the entire bed shall be a
minimum of twelve (12) inches.
The perforated distribution pipes must be no more than six feet apart. The distance between
the outermost perforated distribution pipes and the sidewall of the absorption bed must be
no more than three feet.
Silt barrier material 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 at 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 depth shall be perforated six (6) inches below
the bottom of the horizontal distribution lines. The monitoring tube should not extend
below the bottom of the gravel surface.
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 finished grade
over the bed must be mounded to prevent the formation of a depression after settling.
Page 3
Lot 9, Block 2, Wynter Park S/D
August 3, 2001
8. A mound system is to have the upper six inches of top soil and be seeded for vegetation.
MINIMUM MATERIAL SPECIFICATIONS:
1. Any septic tank proposed for installation must be constructed by a Municipally approved
septic tank manufacturer.
2. The following pipe materials are approved for use in septic system installations in the
Municipality of Anchorage:
Tvo~e of Pipe Perforated Solid
Cast Iron Yes Yes
ASTM D3034 (PVC) Yes Yes
ASTM F810 (HDPE) Yes No
ASTM D2662 (ABS) Yes Yes
Use of a type of pipe other than listed above must be approved by the inspecting engineer.
3. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical
Company Styrofoam HI or equal).
4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Femco, or
equal).
5. A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed
between the final leachfield gravel layer and the native soil backfill.
6. All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened grovel with less than 3%
passing the #200 sieve.
7. When sand is being used as a filter material, its gradation specifications must conform to
current MOA or ADEC requirements.
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:
1. The first inspection must be conducted a_~er 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.
I
Page 4
Lot 9, Block 2, Wynter Park S/D
August 3, 2001
e
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 ofthe 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 MOA permit or ADEC Authority to Construct.
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.
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
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.ci.anchorage.ak.us .
(907) 343-7904
· : - ON-SITE:SEWERNVELL SUBMITTAL COMMENT, SHEET
Legal description: Wynter Park #1; Lot 9t block 2' ,
The attached paperwork has been reViewed and·isbeing returned for the following reasons:
original Signature or stamp missing on ......
Calculation error in desigm
infor:mation needed
Additional soils
water monitoring results inadequate. =_,
DiScrepancy in information sUbmitted., '
Topographic information missing or inadequate.` .....
Incomp!ete;missing ' . : ' ' :
Incomplete; missing _ .
Additional adequacy test information needed.
Water sample unacceptable. :
Measured/proposed distances/dimenSions missing._ ....
'r-i
,~! r-] Locations of all soils, percolation and water m0nitofing tests not shown._ ....
[] 'Proposed system too deep forlsoils information submitted. Gw monitoring conducted 6 wks after
seasonal high. Field OK 7.$ ft; deep if monitOring'tube'installed.` If gwencroaches on 10/15/01 abandon
. system. . . ~ : ~ , ·
r~ Well log required._ .... · .... ~ ,. : :" : : . : ' -
r"'l omission in narrative. . 'i
[-'] InSufficient fill over tank o~ field; .... ' "'
~-~:. [~ ' Oth'er.: Code enforcement I~as been informed. Just notify owner that Permit Will not be issued until
: land use issues resolved.
~' ' Name of reviewer: ,Jim Cross Date: 7/26/01
Please-supplY' the necessarY information and 're-submit your request.
:'LEA VE THIS FORM A TTACHED TO THE PAPERWORK
MunicipalitY of Anchorage
Development ServiceS DePartment
Building Safety Division
OmSite Water and Waste~ater Program
4700 S0uth~Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www.ci:anchorage.ak.us
i:. [ · (907) 343~7904
'~ ON-SITE SEWER/VVELL~SUBMITTAL COMMENT SHEET
To: Bob Cowan
· ~e]gal descriptiOn: Wynter Park #1,'L°t 9i Block 2 .
.,The attached paperwork has been reviewed and is being returned for the following red'ohS:
r"l Original signature or stamp missing on
r'"l Calcblation errorin design._ ....
["] Addiiidnal soils information needed._ ....
:,~ water monitoring results inadequate._ ....
i~;~ Disc~-ep,~ncy'in information~ submitted. Narrative:and test hole'#2do not a[~ree.
~ TopOgraphicinformation missing or inadequate._ ....
ii--]Incompiete~,missing .....
!D IncompJete;!misSing: :' :'.
ID Addi'tional adequacy test information needed. _ ....
ID Wate['sample unacceptable. ~- ....
i'~ Measured/proposed, . distances/dimensions, · ~ missing.~ _____
i[~. LO~tions of all' soils, Percolation and Water monitOring tests not shown.', __
[[~ Prop0s:ed system too deep fd~ soils.info!marion!submitted; Maximum d6P!h 6.5 ft.
r'~ weft I°g'required.;. __ i ! ~ !
[] omisSiOn in:narrative. : :
[~ insUffi'~ient fill over tank or field.
[~ Other; Must resolve issue Of.permitting for constuctionon main trailer and ~f 2nd trailer;is
'Name of reViewer:, Jim Cross Date: 7125101
~ ~ : . . .
please supply the necessary information and,re-submit your reqdest.
.LEAVE'THIS,FORM ATTACHED PO THEPAPERWORK i
~llowed.'