HomeMy WebLinkAboutSNOWSHOE ESTATE LT 1Snowsho
Estate
Lot I
#050-751-65
EXPIRED PERM:I::T
.. · ' . iii-America Ci~
Gcor!le 1~. ll'uerch.
.llayor 2002
M.~rch 11, 2003
.Michael Quina
PO Box 772641.
· Eagle River AK 99577
Subject: On-Site Water and/or Wastewater Permit.
· Pe~iiiit Number: SW020065 '
· liLe~al DeScription: SnoWshoe Estate Lot I ~
Dear Michael Quinn:
An On-Site Water/Wastewater Permit, number SW020065, issued by this office for a single-famil9
system, will expire on April 16, 2003~ This permit was valid for 365 calendar days.
If this was a well permit and the well has been drilled, a well log musi be sent to this office for
documentation of the installation and to close the permit.
If this permit was fo.r a waste,,yater 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 r6quired to be submitted.within 30 days of the completign of the system.
If no system was installed uhder 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 orS100.00 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 pet~ifit and $150.00 for a well
permit.
If you have any questions, please call this office at 343-7904.
Manager
On-Site Water and Wastewater Program
Enc: Copy of permit
I'.O. Box 196650 *Anchoragc, Alaska 99519-6650 * Tclcphonc: (907) 3-~3-8,301 * Fa.x: (907) 3~t3-8200
4700 South Bragaw Strcct* A,~choragc, Alaska 99507
httl~://~vww.ci.anchoragc.ak.us
(E£rti[i£1) rilling
by
DOC CO,~ba
SULLIVAN WATER WELLS
P.O. BOX 670272, CHUGIAK, ALASKA 99567 · TELEPHONE 688-2750
................... ( "' DEPTH
ADDRESS: F,o,, 'to
LEGAL DESCRIPTION: ['"~t~ (~ ~.~ ~' ,,4/t'O
DATE: (O/Jh /~'
PERMIT NUMBER: ~A~ ~ Date of Issue
-- II J)']f
T~ IDENTIFICATION NUMBER: ~O-
Is well I~ated at approve pe~it location?
Method of Drilling: ~taW ~ cable tool
Depth of well:~ 4 ~
Casing Type ~Wall ~ickness '
Diameter ~ Il ~ feet
inches, depth
Liner Type: ~ ~
Casing Stickup Above Ground: ~ · feet
Static Water Level: ~ ~ ~ feet
R~over Rate: ~ gpm
Method of T~ting: ~ I ~
Well Intake Opening Type: ~n end O open hole
~ Scr~n~; Start feet Stopped feet
~ Pedorations Sta~ feet St~ed, feet
Grout Type:, ~.;~T~TEVolume~l~-
Depth: from O feet, to ~ O ~ feet
Well Disinf~ Upon Completion? ~ O No
Meth~ of Disinfection: ~Z ~ ~,g~
Comments:
Driller's Name
A'I-I'ENTION: It is the responsibility of the property owner to submit a copy of the well Icg to the proper authority. Municipality
of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. MatSu Borough:
Department of Environmental Conservation. .
MUNICIPALITY OF ANCHORAGE
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 I WATER SUPPLY PERMIT
Initial
Date Issued: Apr 16, 2002
Expiration Date: Apr 16, 2003
Permit Number: SW020065
Legal Description: SNOWSHOE ESTATE LT 1
Design Engineer: 0003 S & S Engineering
Owner Name: Michael Quinn
Owner Address: PO Box 772641
Eagle River, AK 99577-
Parcel ID: 050-751-65
Site Address:
Lot Size: 159672 SQ. FT.
Total Bedrooms: 3 Permit Bedrooms: 3
This permit is for the construction of:
[] Disposal Field [] SepticTank [] Holding Tank [] Privy
[] Private Well r-~ 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: ^. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By:
Issued By:
Date: /'~//'7/0 7..
Date:
Parcel I.D.
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 SEWER/VVELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
Permit Number SW0~0065-
Properly owner(s)
Mailing address (1)
Mailing address (2)
Day phone
Zip Code
Legal description (Lot, Block & Sub'd.) LO T
Legal description (Section, Township & Range)
Lot Size //,~ 7, ~-~'7 ~, Acres/Sq. Ft.
Number of Bedrooms
THIS APPLICATION IS FOR:
Sewer Only
Sewer and Well
Sewer Upgrade
THIS PROPERTY CONTAINS:
Hot Tub
Swimming Pool
Therapy Pool
[] Well Only []
~ Water Storage []
[] Jacuzzi ['-I
[] Water Softening Unit []
I certify that the above information is correct. I, fudher certify that this application is being made for a
Slngle Family Dwelling and is in accordance with applicable Municipal Codes.
$ & S ENGINEERING
Ea~le Rivert Alaska
(Signature of property owner or authorized agent)
Permit Fees:
Date of Payment:
Receipt Number:
(Rev, 12/00)
Waiver Fees:
Dale of Payment:
C(~ .+./~"~ Receipt Number:
April 1, 2002
ROBERT C. COWAN, P.E.
CIVIL ENGINEERS
(907) 694-2979
FAX (907) 694-1211
MAiN EXTEN~IOR~
ENGINE Elllt,"G STUDIES
AND nEPonr$
WELL IN~PECI~Ot,I
& FLOW TEST
SfTE ~I.AL,"3
RON)
ST ~UCTUrU',L &
k~CHAN~CAL
W4SPECTIOt4S
WAqTEWATEfl
E~F'CC, AL SYSI E M
DESI~d,,I
MUNICIPALITY OF ANCHORAGE
Development Services Department ..
P.O. Box 196650
Anchorage, AK. 99519
REFERENCE: Lot 1, Snowshoe SK) (' P~,.~.¥ ~or ~
It is requested that you issue a permit to install a septic system to serve the proposed
three bedroom dwelling on the referenced property.
A test hole was excavated and a percolation test was performed. The approximate location
of the test hole is located on the attached site plan. At the time ofexcavationW27/00 water
was not found. After seven days of ground water monitoring water was found at 11.5 feet.
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,
Robert C. Cowan, P.E.
RCC/jhm
Enclosure
7034 NORTH EAGLE RIVER LOOP · SUITE 204 · EAGLE RIVER. ALASKA 00577
S7034 EAGLE R~VER LOOP ROAD
PHON[~ (907)694-2979 PAXl (907)694-1211
3
LLCAL:
LOT 1, SNOWSHOE
ESTATE
J.H.M.I R.C.C.
DESIGN CRITERIA:
3 BDRM = 450 GPD
SOILS = 1.2 GPD/SQ.Fr.
450/1.2 = 375 SQ.FT. REQ'D.
TRENCH CRITERIA:
6' DlglgP
5' EFFECTIVE
3§' LONG
\
1
ALL PORTIONS OF SYSTEM
WITH LESS THAN ,5.5' OF
COVER REQUIRE INSULATION.
S/D
4-1-02 2 OF 2
STRUCTURES. EASEMENTS. OR ENCROACHMENTS
SIIOWN ON THIS SiTE PLAN ARE AS SHOWN ON
AN AS-BUILT SURVEY DRAWN BY:
WILLIAM D. FLEMING
iT IS Tile RESPONSII]iLTY OF THE CONTRACTOR
TO VERIFY EASEMENTS. REQUIRED SEPARATION
DISTANCES. AND PROPERTY LINES PRIOR TO
CONSTRUCTION.
4
\
\ CONTRACTOR IS REQUIRED TO
\ . OBTAIN UTILITY LOCATES
· v PRIOR TO ANY EXCAVATION
WORK.
· \
\
.
3
£~GL£ mV£R. ALASI(~ 995~I
PHON[~ (907)694-2979
rAxt (907)694-1211
LgGm.:
J.II.M.
DESIGN CRITERIA:
3 BDRM = 450 GPD
SOILS = 1.2 GPD/S~.FT.
450/1.2 = 375 SQ.FT. REQ'D.
TRENCH CRITERIA:
6' DEEP
5' EFFECTIVE
2.5' WIDE
3§' LONG
LOT 1, SNOWSHOE
BY;
R.C.C.
INSTALL
FCO
APPROXIMATE --~A ~
LOCATION OF 4L
HOLE # 1
'h 2o'. 7 .
ALL PORTIONS OF SYSTEM
WITH LESS THAN ~.5' OF
COVER REQUIRE INSULATION.
ESTATE S/D
[~'~; 4-1-02
14'
Is.~u: 1 OF 2
STRUCTURES. £ASENENTS. OR ENCROAClmENTS
SHOWN ON TIllS SITE PLAN ARE AS SHOWN ON
AN AS-BUILT SURVEY DP, AWN BY:
WILLIAM D. FLEMING
tT IS TIlE RESPONSIDILTY OF THE CONTRACTOR
TO VERIFY EASEMENTS, REQUIRED SEPARATION
DISTANCES, AND PROPERTY LINES PRIOR TO
CONSTRUCTION.
33'
CONTRACTOR IS REQUIRED TO
OBTAIN UTILITY LOCATES
PRIOR TO ANY EXCAVATION
WORK.
NEW 1000
GALLON HDPE
SEPTIC TANK
INSTALL DOUBLE
CLEANOUT
PROPOSED
TEST HOLE
-- PROPOSED
TRENCH
Municipality of Anchorage
Development Services Department
Build'rog Safety Division
On-Site Water and Wastewater Program
P.O. Box 196650 Anchorage, AK 99519-6650 I, ~ ~lk ROBERT
www.d anchoraqe.ak.us §.~,
(907) 343.7904 ~, ~.... ,,,'~
~,*-~?.",. ...... ...' ~, .~-
So,Is Log - Percolabon Test
Site Plan
5-
6-
7-
8-
9-
10-
11-
12-
13-
14-
15-
16-
17.I
20-
COMMENTS
WAS GROUND WATER
ENCOUNTERED?
IF yES, AT WHAT DEPTH?
OepthtoWaterAftet ( ~ ~..I p
Monitoring? ~ E
ReadingDate Gross Time Net TimeDepth to Water Net Drop
~ -7/7~/~1 -~- -0 ,~" ""
7 ~C~ to ~5 ~/4-' ~I,~'
~4."
4- lo lo I ~ ~"-,/~.
-.7'-'~/~/otl I~ too 1~,"'
PERCOLATION RATE ~ (m~nutes/tnch) PERC HOLE DIAMETER
TEST RUN ~ETWEEN ~1- FT AND.. ~' FT
PERFORMED u¥: · ~.. ,._.~. eh,~ L~e Road No. 2~ TI~ TH THIS TEST W~S ~
PERFORMEDINA~~~E~DMUNfCIP~LGUIDELINESINEFFE~ONTHISDATE. DATE: ~ /~e/01
ROBERT C. COWAN, P.E.
SEWER&WATER
~JUN EXTEt,~ION~
SEWER&WATER
ENGINEE~HG $1UOIE$
ANDflEPORTS
WEt. I. INSPECTIOt,~
S FLOW TEST
SITE
SOIl. TEST
PEI~"OL~TION
TEST
ST!qL~TLJflAL&
IN~PECTIOf~3
ONSITE
W/'GTEWATEfl
~SPO~AL SYSTEM
DI~$~GN
CIVIL ENGINEEP.,~
(907) 694-2979
FAX [907) 694-121 !
ON-SITE WASTEWATER DISPOSAL SYSTEM
CONSTRUCTION PRACTICES
and
MATERIAL SPECIFICATIONS
REFERENCE: Lot 1, Snowshoe Subdivision
April 1, 2002
GENERAL:
The scope of this project includes the installation of a 1000 gallon Premier
polyethylene septic tank and a new trench to serve the proposed 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 NO}'IlH EAGLE RIVER LOOP , SUITE 204 . EAGLE RIVER, ALASKA 9'3577
Page 2
Lot 1, Snowshoe $/D
April 1, 2002
All standpipes on the septic tank shall extend a minimum of 12 inches above final grade.
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 (unless
an effluent pumping system exists within the septic tank). These cleanouts shall be
located on undisturbed soil not more than 10 fi. 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 TRENCH/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, 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.
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 th.e trench must be mounded to prevent the formation of a depression
after settling.
Page 3
Lot 1, Snowshoe $/D
April 1, 2002
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 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.
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, Mimfi 140N, or equal) must be installed
between the final leachfield gravel layer and the native soil backfill.
All leachfield gravel (server 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, 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 1, Snowshoe $/D
April 1, 2002
The first inspection must be conducted after the excavation of ditches, pits,
trenches, or beds and before the installation of any gravel. A septic tank may be
set in place, but may not be backfilled before this inspection.
The second inspection must be conducted after the placement of the silt barrier,
gravel, distribution lines, standpipes, cleanouts, and insulation, but before the
placement of any other backfill,
3. The final inspection is to occur upon final grading ofthe property.
Often there will be more than these 3 inspections required. Especially with the installation of
multiple trenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting engineer
is to be contacted at least 24 hours prior to the start of construction. If necessary, a pre-
construction meeting will take place on-site. The inspecting engineer will not coordinate, direct or
control in any way the contractors activities.
The owner shall contract with the contractor to perform the work outlined in these specifications
and plans and in accordance with the attached M.O.A. permit. There will be no contractual
arrangement existing between the contractor and S & S Engineering. S & S Engineering shall be
the owner's representative and will inspect the work as stated above to document the contractors
activities. Final acceptance of the contractors work rests with the oxvner and the M.O.A.
S & S Engineering shall have no liability to the o~mer or to others for acts or omissions of the
contractor or any other persons performing work on this project or the failure of the contractor to
can3' out the work in accordance with these construction documents. S & S Engineering's
inspecting engineer will not be responsible for the construction means, methods, techniques,
sequence, procedures or the safety precautions incident to this project.
CONTRACTOR / INSTALLER
Snowsh
Estate
Lot !
#$- ! 0827
09/26/01 08:17 £A~ 907 3~3 ~20 __Com~un~T ~lannl~g ~ C~055 ~003/00~
~hort Plat $.m~y off.on
$~ptcrnb~' 24, 2001
~e 2
~p~ of ~e p~ ~ubject ~ ~a fo~ ~ons:
1. ~sol~ u~
2. ~dn~ ~e fo~ note{~) on ~c
a. *B~er ~=~ds~ptng m~g ~e req~men~ of~C 21.45.125.C.2
e~ent'.
b. *Ma~m~ b~ height s~ ~ 30 feet or
of Ba~ho~ Drive*
3. ~ a 10-foot d~lo~t sc~a~ ~o~ Baysho~ ~ve.
4. Shag a 300-f~t offset ~m Ba~ho~ D~e on ~c
5. ~so~g ~ M~cip~ ~c En~ee~ ~e need W ~ over p~t
note ~3 ~m ~d~g p~t 2~71 w~ch states ~e~ s~ ~ no ~ct
~o~laP accc~ to Baysho~ D~ ~om ~ A-1 orA-2%
6. ~sol~g ~y access ~ M~pal ~c
7. Co~c~ ~g ~ ~r ~op~t ~ccs com~cn~.
8-10827. Snowshoe F~tate 8ubd.
Approval of plat subject to the following condlUons:
1. Resolving utility easements.
2. Resolving with Municipal Tr~c Engineering the need to carry ovcr the
provision from the certificate of ownership and dedications from underlying
. plat 77-35 regarding access to Delores Drive from Lots 1 and 2. Block 2.
8-10~28, Morehlmd Sub. vision, Z.,gt ~
Approval of thc plat subject to the following conditions:
1. Resolving utility easements.
2. Resolving with ALPAT Water Company the nccd for any'casements.
Municipality of Anchorage
Development Services Department
Building Safety Division
MEMORANDUM
DATE:
TO:
FROM:
SUBJECT:
09/11/01
Jerry T. Weaver, Jr., Platting Officer, CPD
om eS Cross, PE, Program Manager, On-Site Water & Wastewater
ments on Cases due September 20, 2001
The On-Site Water & Wastewater Program has reviewed the following cases and has these
comments:
S - 10803 Grand Terre Subdivision (vacation)
No objections.
S - 10825 Mariner Point Southport Phase 3
No objections.
S -10826
-10827
S-10828
Mariner Point Southport Phase 3
No objections.
Juniper Valley/Snowshoe Estate
No objections.
Moorehand Subdivision.
No objections.
Municipalityof
Anchorage
P.O. Box 196850
Anchorage, Alaska 99519-6650
· Telephone: (907) 343-4309
Fax: (907) 343-4220
http://www.ci.anchorage, ak.us
George P. Wuerch, Mayor
DEPARTMENT OF PLANNING
REQUEST FOR COMMENTS ON SHORT PLAT SUBDIVISIONS
August 21,2001
The Municipality of Anchorage has received application relating to the following short plat activity.
The hearing date is Monday, September 24, 2001 and comments must reach our office by
Thursday,,..l~St~3t~fl~b~l~l'~l:reE003iin orda~ to be included in the staff conditions of approval.
~hnrt Pinto tn h~ h~nrcl:
S10803
S10825
S10826
S10827
S10828
Grand Terre Subdivision (vacation) (previously routed)
Mariner Point at Southport Phase 3
Mariner Point at Southport Phase 3 ~J.0.
Juniper Valley / Snowshoe Estate/~
Moorehand Subdivision ~J.~).
Attached are copies of the proposed plats. Please submit your commeqts in writing,
specifying any easements or other requirements that you department or agency may
need.
If no easements are required at this time, please provide a list of those plats to which
there is "no comment" or "no objection".
Sincerely,
Jerry T. Weaver, Jr
Platting Officer
Enclosures
MUNICIPALITY OF ANCHORAGE
COMMUNITY PLANNING AND:DEVELOPMENT
P.O. Box 196650
Anchorage, Alaska 99519-6650
PRELIMINARY PLAT APPLICATION
OFFICE USE
REC'D BY:
Please fill In the information requested below. Pdnt one letter or number per block.
1. Tax Identification No. 2. Street Address
3. NEW abbreviated legal description (TJ2N R2~/SEC 2 LOT 45 OR SHORT SUB'BLK 3 LOTS 34),
i~11o~ .-~.4.4 I~~r,~ I~fl,~ IIIIII IIII I'll
IIIIIIHI r IIII~TIII IIIIIIIIIIIIIIIIII
4. EXISTING abbreviated legal description (TI2N R2W SEC 2 LOT 45 OR SHORT SUB BLK 3 LOTS 34) full legal on back page.
I~'l~l"lllr~lq "~ ~ ~- '°~' ~ IIII III
5. Pelilioner's Name (Last. Firsl) 6. Pefilioner's Represenlalive
I, lold~l~l. ITl, lol,l~,~ ~ Id~l,~l,l~lol~l;I,l~l,'ltl~l Icl lllllllll
Phone#. ~ I.t- ~ ti, I1-~ Zip cl~. ~"J 1 Phone# ~ ~ "'/C~I ~- ~ Zip
FAX# FAX # ,?,. "//,~ "/I~, I
7. Petition Area Acreage 8. Proposed 9. Existing
Number Lots Number Lots
I~l-ld*l I
10. Grid Number
I~1~1 I~1°1~-
IIII
11. Zone
1~-14 II
IIIIIII
12. Fee $ '~ ~' 0 13. Community Council _~'/~'Z/-~ ,,/~'-'7 [;'/tEc.~.J~_.
I hereby certify lhat (I am) (I have been authorized fo act for) the owner of the property described above and that I desire to subdivide it in
conformance with Chapter 21 of the Anchorage Municipal Code of Ordinances. I understand that paymenl of Ihe basic subdivision lee Is
nonrefundable and is to cover lhe costs associated with processing this application, that il does not assure approval of the subdivision. I also
understand that addilional fees may be assessed II the Municipality's costs 1o process this application exceed the basic fee. I further
understand Ihat assigned hearing dates are tentative and may have to be postponed by Planning Staff, Platting Board, Planning Commission,
or Ihe Assembly due fo administrative reasons.
Date:,
20 003 (Rev. 6~00)' Fron!
Agents must prey de wntten proof of authonzat~on.
Please check or fill in the following:
1. Comprehensive Plan -- Land Use Classification
~ Residentlal
Commercial
ParksJOpen Space
Transportation Related
Marginal Land
Commercial/Industrial
Public Lands/Institutions
2. Comprehensive Plan-- Land .Use Intensity
Special Study - . ~
Alpine/Slope Affected
Industrial
Special Study
Dwelling Units per Acre
Alpine/slope .Affected
Environmental Factors (if any):
a, Wetland.
1. 'C'
2. 'B'
b. Avalanche
c. Floodplain
d. Seismic Zone (Harding/Lawson)
D. Please indicate below if any of these events have occurred in the last five years on the property.
Rezoning
Subdivision
Conditional Use ~
Zoning Variance
Enforcement Action For
Case Number
Case Number
Case Number
Case Number
Building/Land Use Permit For
Army Corp of Engineers Permit
Legal description for advertising.
Fo
Checklist
42 Copies of Plat (Long Plat)
~ ~32 Copies of Plat {Short Plat)
· ~" Reduced Copy of Plat (8 ~,~ x 11)
Certificate to Plat
Aerial Photo
Housing Stock Map
J Zoning Map
Water:
Sewer:.
Private Septic
D0-003 Back (Rev. 6~00) °
Drainage Plan
Topo Map 4 Copies
Soils Report 4 Copies
Pedestrian WalkWays
Landscaping Requirements
Community Well
Community Sys.
Waiver
Public Utility
Public Utility
July 30, 2001
I:~OBERT C. COwN~. p.F_
¢~lt EN~JNE£AS
F,~( (907} 694.12t !
TEST
Mr. Thomas Hobbs
C/O Mr. David Windsor~Re/Max
2600 Cordova St.,
Anchorage, AK 99503
S108Z7 sEP 2 42001
REFERENCE: Lots I and 2; Block 2; Junlper V~lleySubdivision
Soils testing was completed on July 30, 2001 for the rc&~'~nced property. Rased on
our investigation, we conclude that both properties should be capab!e of supporting
onsite septic systems.
The soils percolation test for Lot 2; Block 2 indicates that thc soils in thc vicinity of
the test hole are too fast for percolation testing (]ess than i minute per inch). A sand
liner would be. .required to allow sufficient efflocnt treatment, at a slightly higher cost.
However, ad&tional soils testing or sampling may Jnclicatc more suitable soils onsite,
precluding ~be need for a sand liner. The slope for both lots appears to be within
acceptable standards.
If'we may be ot£urther service, please contact us.
Sincerely,
Robe~ C. Cowan, P. E
RCC/skh Inspec6ons/Junlper
2 Enclosures: Soils Logs
1~4 NORTH EAGL~/~/ER LDOP * BUTTE 204 o F. AG~E RIV~,R. ALASKA 99577
~$ EI, GIr, E£R i1,~
~ Develqoment Services Depadmen!
~olIs ~Og - Percolation Test
S~ S;~ ~n
6,
?.
8.
9-
10-
11-
15-
14-
15-
16.
17.
18-
19-
20-
COMMENI'$
E"CO~"TE.EO? N O
ReadingDate G~oss Time Net T~me D~p~ to Water Net ~
7 ~ ~o /o ~ ~' ~/~.
4 / ~o ~o I~ Y~"
c / , ~o I0 I~"
~;mg°l~ ~-~-'1~, Jk~l"Ji'Ik~PlSTIFE/d~lO IVliJNlCIPXt O UID EUNE S IN ~; F F-'CT~I-~:HI$ DAlE. DATE: '7
· JUL-31-2~O1 ~9:~ ~$ ENGINEERING 9~ 69~ 1211 P.O4YB4
Soils Log - Percolation Test
$.e P~n
Re~g Date Gross '/',,'ne NeT T~ I~p~ ~ Water Net ~
14-
15-
17.
18-
19.
20.