HomeMy WebLinkAboutSPENDLOVE VIEW HEIGHTS #2 BLK 4 LT 4ndlove Vi
W
H
igh r
Block 4
Lo1' 4
#017-401-31
Municipality of Anchorage
Development Sen4ces Department
Building Safety Division
On-Site Water and Wast~rater Program, 4700 S. Bragaw St.
P.O. Box 196650 Anchorage, AK 99519-6650
www. cLanchornge, ak. us (907) 343-7904
Permit Number:
Name: A.~, ~ { t ~ ~f
/'/,~
Address:
LEGAL DESCRIPTION
Township: Range:
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
Wastewater System: [~New [] Upgrade
Well: ~ New [] Upgrade
Yield: t A ~ P~S~I at ~ Casing He~l ~ove
SEPARATION DISTANCEs
Septic AbsorptionLift. Holding
Tank Field Station Tank
~iR' i10' -
Lat Line
Foundation
Curtain Drain
Remarks:
¢¢%/~-(~ABSORPTION FIELD
~DeepTren~ ~ Sha~owTrenc~ ~ Bed r3 Mound I-I O~en
S~, Ra~ng: ~' ~ GPD/F~T°tal Dep~ fr°m ~gi~' gr~e: ~ Ft.
Numbe.r of lines I Dist tines:,
TANK
BENCH MARK
[] Other:
Number of Compartments:
S & S ENGINEERINr~
17034 Eagle River Loop Road, No. 204
Inspections performed by: E~gl, River, Ala,k' 99577 Dates: 1St
Development Se~ic~s Depa~ment Approval
Reviewed and approved by:~N Date:
PERMIT NO. SW020098 PAGE 2 OF 3
~unicip. alit o¢ anctnoraae
DEPARTMENT OF HEA~_TH SERVl
AND H UlVfAN CES
ENVIRONMENTAL SERVICES DIVISION
PD. Box 196650 O Anchorcge~ A(~skc 99519-6650~ Te(e~hone~ 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
LECAL LOT 4, BLOCK 4, SPENDLOVE VIEW HTS. ~2 P.I.D. NO. 017--401--51
sP
12' MIN.
LO
PERMIT NO SW020098 PAGE 3 OF 3
DEPARTMENT OF HEALTHAND HUHAN SERVICES
ENVIRONHENTAL SERVICES DIVISION
P.D, Box 196650 ·Anchorage, Alaska 99519-6650 · Telephone: 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
LEGAL LOT 4, BLOCK 4, SPENDLOVE VIEW HTS. #2 P.L[:). NO. 017-401-31
ST1
FINAL GRADE-////`
93.4'/
ST_,~./9 9.7'
NEW 1250
OALLON
SEPTIC TANK
FINAL GRADE/
C01=96,1'
___/C02=95.1'
MT1-84- .
CO1 =90.3'
C02=90.3'
A
WATER FOUND ® 80.2'
76.7' t3.0.H.
FCO
ST1
ST2
DBL1
2
'1.0' 2
50.0' 29.0'1
58.0' 27.0'
63.0' 27.0'
64.0' 27.0'
41.5' 50.0'
41.5' 51'
103.5' 50'
*OFFSET FROM HOUSE
ate:
ROBERT C. COWAN, RE.
ROBERTA. SHAFER, RE.
CIVIL ENGINEERS
(907) 694-2979
FAX (907) 694-1211
HEALTH AUTHORITY
APPROVALS
SEWER & WATER
MAIN EXTENSIONS
SEW~_R & WATER
INSPECTION
Municipality of Anchorage
DEP~LRTMENT OF HEALTH Ai~D HUMAN SERVICES
825 L street
P.O. Box 196650
Anchorage, Alaska 99519-6650
REFERENCE: LOT ~/ ~L0¢~ ~* ~c/°~.^'~dV~. V[6-~,
ENGINEERING STUDIES
AND REPORTS
Vv~LL INSPECTION
& F LOW T EST
SITE PLANS
ROAD DESIGN
The septic inspections for ~ ~eferenced propert~ were
performed on ~//q/o ~ and ~ ~ L . Prior to submitting
the On-site Wastewater Disposal System and/or Well Inspection
Report we are waiting for the ~3~ur f~F to be
completed.
If we may be of further service please contact Us.
Sincerely,
R6ber~C. CoWan, P,E.
SOIL TEST
PERCOLATION
TEST
STRUCTIJRAL &
MECHANICAL
INSPECTIONS
ON SITE
WASTEWATER
DISPOSAL SYST EM
DESIGN
17034 NORTH EAGLE RIVER LOOP . SUITE 204 * EAGLE RIVER, ALASKA 99577
MUNICIPALITY OF ANCHORAGE
Development Se~,ices Department
On-Site Water & Wastewater Program
4700 South Bragaw Street
/3.0. Box 196650, Anchorage, AK 99519-6650
(907) 343-7904
ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT
Initial
Date Issued: May 08, 2002
Expiration Date: May 08, 2003
Permit Number: SW020098 Parcel ID; 017-401-31
Legal Description: SPENDLOVE VIEW HEIGHTS #2 BLK 4 LT 4
Design Engineer: 0003 S & S Engineering Site Address: 008600 SPENDLOVE DR
Owner Name: Michaelson & Daughter Lot Size: 44807 SQ. FT.
Owner Add~ess: 750 West Dimond Total Bedrooms: 4 Permit Bedrooms: 4
ANCHORAGE, AK 99515-0000
This permit is for the construction of:
[] Disposal Field [] Septic Tank ~ 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: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By: -?~/2 ~--
Date: ,~-/~:~/OZ
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
~.ci.anchorage.ak.us
(907) 343-7904
ON-SITE SEWER/WELL PERMIT APPLICATION
FOR A SINGLE FAMILY DWELLING
O
Parcel I.D.
Property owner(s)/?,¥_
Legal description (Lot, Block & Sub'd.)
Legal description (Section, Township & Range)
THIS APPLICATION IS FOR:
Sewer Only
Sewer and Well
Sewer Upgrade
THIS PROPERTY CONTAINS:
Hot Tub
Swimming Pool
Therapy Pool
Permit NUmber SW (~Z d/-)~' 7
Day phone '~-o~--'¢ ~' 75-
z,p Code Cf4 5'/5-
[] Well Only []
~ Water Storage []
[] Jacuzzi []
[] 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.
17034 Eagle River Loop Road No. 204
£~9~ K~vur, Alaska ~9577
(Signature of property owner or authorized agent)
Permit Fees: S',~" O. ¢' ~
Waiver Fees:
Date of Payment: 5'~ / & / ,2 '-4._ Date of Payment:
Receipt Number:
(Rev. 12/00)
Receipt Number:
May 3, 2002
ROBERT C. COWAN, P.E.
CIVIL ENGINEERS
(907) 694-2979
FAX (907) 694-121t
SEWER&WATER
MAIN EXTENSIONS
MUNICIPALITY OF ANCHORAGE
Development Services Department
P.O. Box 196650
Anchorage, AK 99519
REFERENCE: Lot 4, Block 4, Spendlove View Heights #2
SEWER&WATER
INSPECTION
ENGINEERING STUDIES
AND REPORTS
't~E LL INSPECTION
FLOW TEST
SITE PLANS
SOILTEST
PERCOLATION
TEST
It is requested that you issue a permit to install a well and septic system to serve the
proposed 4 bedroom dwelling on the referenced property.
A test hole was excavated and a percolation test performed. The approximate location of
the test hole is located on the attached site plan. At the time of excavation 6/21/97 no
water was found. After monitoring for seven days, ground water was not found, o~, s-/~-/o
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.
If you require additional information, please contact us.
Sincerely,
RCC/bjj
Enclosure
STRUCTURAL &
MECHANICAL
INSPECTIONS
ON SITE
W~TEWATER
~SPOSAL SYSTEM
DESIGN
17034 NORTH EAGLE RIVER LOOP · SUffE 204 · EAGLE RIVER, ALASKA 99577
EAGLE RIVER, ALASKA 99577
PHONE~ (907)694-2979
FAX# (907)694-1211
LE°^L:LOT 4, BLOCK 4, SPENDLOVE VIEW HEIGHTS #2
B.J.J. R.C.C. 5-3-02 1 OF 1
DESIGN CRITERIA' CONTRACTOR ,~ REO~,~EO TC
OBTAIN UTILITY LOCATES
4 BDRM : 600 GPD PRIOR TO ANY EXCAVATION
WORK.
SOILS : 0.8 GPD/SQ.FT.
600/0.8 = 750 SQ.FT. REQ'D.
LOT i
Z
Z
8.0: DEEP
6.0' EFFECTI/~E
.... ~ SPg~DgOVE DRIVE
/
k~ ',~: '~ ~11 iHO~,HOUSE ,NSTALLrCO i
~ I ~ / / ~J' h h /.DPE SEPTIC TANK
100' WELL RADIUS
1
ALL PORTIONS OFS1 YSTEM
WITH LESS THAN 3'5' O'
COVER REQUIRE INSULATION
I,OT 5 ~
SEP
_ ~x~.REA
%
PERFORMED FOR:
LEGAL DESCRIPTION
DEPTH
(FEET)
1 - -~
3
10
13_ ~
16-
17-
18-
Municipality o! Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
I
Township, Range, Section:
SLOPE SITE PLAN
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT
DEPTH?
Depth tO Water Alter D ~"/ Date: "~/'
Monitoring?
Gross
Reading Date Time
Net Depth to Net
Time Water Drop
19-
COMMENTS L o c~'~ r/.a,3 ~ ~
PERCOLATION RATE __ [minutes/inch) PERC HOLE DIAMETER
TEST RUN BETWEEN ~' Y~"- FT AND ~ '/~'' FT
1Z~4 ~gl, River L~p Road No. 2~ ~ /I / q~
~CCO~DANOE ~I~T~I~PA~ GU~DEUNE~ ~N EFFECT ON THI~ OATE. DATE:
PERFORMED iN
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
w,~.ci.anchoraqe.ak.us
(907) 343-7904
Soils Log - Percolation Test
Performed For:
Legal Description:
81ope 8ire Plan
Depth
(Feet)
1-
2-
3-
4-
5-
6-
7-
8-
9-
10-
11-
12-
13-
14-
15-
16-
17-
18-
19-
20-
WAS GROUND WATER
ENCOUNTERED?
IF YES, AT WHAT DEPTH?
Depth to Water After
Monitoring?
Date:
Reading Date
Gross Time Net Time Depth to Water Net Drop
0 '-- il ~" ~
"
~o - I i -
r:,o ti '0." -
~lo ~o~,~ I 0 ""~" ¥ ~1~ "
PERCOLATION RATE (~ ~ -;~ (minutes,inch) PERC HOLE DIAMETER
TEST RUN BETWEEN 3 FT AND ,L~ FT
COMMENTS
PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE, DATE:
HF~LTH AUTHORITY
SEWER&WATER
MAJN EXTENSIONS
SEWER&WATER
INSPECTION
ENGINEERING STUDIES
AND REPORTS
WELL INSPECTION
& FLOW TEST
SITE PLANS
ROAD DESIGN
· ~OIL TEST
ROBERT C. COWAN, P.E.
CIVIL ENGINEERS
(907) 694-2979
FAX (907) 694-1211
ON-SITE WASTEWATER DISPOSAL SYSTEM
CONSTRUCTION PRACTICES
and
MATERIAL SPECIFICATIONS
REFERENCE: Lot 4, Block 4, Spendlove View Estates #2
May 3, 2002
GENERAL:
The scope of this project includes the installation of a 1300 gallon HDPE
septic tank and a new trench 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.
PERCOLATION
TEST
STRUCTURAL &
MECHANICAL
INSPECTIONS
ON SITE
W,~TEWAT E R
DISPOSAL S/STEM
DESIGN
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 RIVER, ALASKA 99577
Page 2
Lot 4, Block 4, Spendlove View Estates #2
May 3, 2002
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 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 the trench must be mounded to prevent the formation of a depression
after settling.
Page 3
Lot 4, Block 4, Spendlove View Estates #2
May 3, 2002
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:
Type of Pipe Perforated Solid
Cast Iron Yes Yes
ASTM D3034 (PVC) Yes Yes
ASTM FS10 (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, Fernco, 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 gravel 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 M.O.A. or D.E.C. requirements, which ever requirement applies.
Page 4
Lot4, Block 4, Spendlove View Estates #2
May 3, 2002
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:
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
Municipality of Ancllorage
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.cLanchorage.ak.us
(907) 34:~-7g04
CERTIFICATE OF HEALTH AUTHORITY APPROVAL
· ' FOR A SINGLE FAMILY DWEELING
O
Parcel I.D. (31 7-/,n~ -'~
GENERAL INFORMATION
Complete legal descript!op f,ot 4;
Location (site address or directiRns)
8600
Expiration Date:
Spendlove Dr. Anchorage
o
Current Property owner(s) Paul Michaelson Jr.
Mailing address 750 W. Dimond Blvd.
Lending agency
Mailing address
Real Estate Agent
Mailing Address
Unless otherwise requested, HAA will be held by DSD for pickup.
NUMBER OF BEDROOMS: 4
Day phone 522 - 3375
Anchorage, AK 99515
Day phone
Day phone
TYPE OF WATER SUPPLY:
Individual Well
Individual Water Storage
Community Class__
Public Water System
Well
TYPE OF WASTEWATER DISPOSAL:
Individual On-site
[] Individual Holding tank
[] Community On-site
[] Public Sewer
The Municipality of Anchorage Development Services Department (DAD) Issues Certificates of Health Authority
Approval (HAA) based only upon the representations given in paragraph 5 by an independent professional civil
engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of
title (except between spouses) for properties served by a single family on-site waStewater disposal and/or water
supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are
valid for 90 days from the date of issue for propedies served by a private or Class C well and may be reissued with
new water sample results less than 30 days old. (Certificates may be reissued for a period of up to one year with
valid water samples.) Certific.~tes are valid roi' one year for properties served by Class A or B wells or a public
water system. The Municipality of Anchorage is no~ responsible for errors or omissions in the professional
engineer's work.
4. STATEMENT OF INSPECTION By ENGINEER
As cedified by my seal affixed hereto and as o¢ thb validation da{e shown below, I verify that my Investigation,
based on procedures outlined in the Health Authority Approval GUidelines for this application, shows that the
on-site water supply and/or wastewater disposal system IS(are) safe, functional and adequate for the number of
bedrooms and type of structure indicated herein. I further verify the{ based on the information obtained from [he
Municipality of Anchorage files and from my investigation end inspection, the on-site 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.
Name of Firm S & S Engineerin~
Address 17034 N. Ea~le River
Engineer's Printed Name Robert C.
DSD SIGNATURE
/ Approved for '~
Disapproved.
Conditional approval for
Phone 694-2979
Loo,~, Ste. 204 EaRle River, AK 99577
Cowan Date ) ~ tJ G /~ '~
J~ .-'" . /t ",,',- "j.
~g NEER~' '~ ~
bedrooms. ,' . -
bedrooms, with the following stipulations:
Additional Comments
Attachments:
HAA Checklist
Septic System Advisory
Well Flow Advisory
Maintenance Agreements
SUpplemental Engineer's Report
Other
By: ~
(Rev. 12/00}
Original Certificate Date:
) 'mi~
'"Pump on" level at
Datum
SEPARATION DISTANCES.. · : .~.i :. :' ' '-.
SEPARATION DISTANCES FROM WELL ON LOT TO:
Septic'f~nk)liff stati~h' on i~ ':'" ::!)~i:''~/
Absorption field or~.:lot ~/..0 /
Public' SeW~'~" ~n~in .'¢.:'L.~. '/~'
sewer'ise¢i~ s~vibe'.iin:~: ' "~.~'
.S EPAHTiON.;Di§¥~,i~CE~-F~i~i. ~Ti~/HO LDiNG.'T,~'K..'~:~:.ii:.~¥:~O''.
Building foundation ~/¢" Property.line Y'3' "
Water main ~//..~:'i'i:" water service line /O ...... .t=SUrfac'e water
Wells on adjacent lots /"~) ~).: ':: ¢'"'"!.' - ' .......
¢..::'~ -.:~' '": ',".'; -h
'": ~. '..:~ ." ?:,,~:::':':-.: ~ -.?~:~Mar~le/Aucess.(Y/N)
Size
gallons
i" ;-':~-.,~,¢~¢.?,~ ";'!'~':" '."." .:.'~.
n "Pure' ' o~.:' ' "'"'": "' "i!!' i h'.;.'"" :' '"' ;", High :water a arm evel at
~.....'M~tsala~m& circuit' requirements?
in.
,/
SEPARATION DISTANCE FROM'ABSO:RPYI.ON'.'FIEED,.'~I~'!I:~T TO:.' "'. "' '.""' '..: '"" ':
Property line. ) ~ Bui ding foundatibn. :;~ o water m~in ~ i~/:../'-~':-..'::....::...:;:'.:
~.- :;.' "--~';,...-.-~.~- ..... -' ....... '~,. ........... '.' '. :'., :.. :~.,,.. .,. ~::.",;:.....; ,~.,.., .. :. ..
' "Cu~a~'dram.~e~..~ ~o.~. Wells on adjacent lots
F, COMMENTS
:i":
,.,.;- ".....,,;-, -. :. ~:.,..,..:.,.~ ,.?;:..: ?:.;:; ';,~:~:~ ~::
G, ENGINEER'S CERTIFICATION
" ' ....,:-, ,...,'..'. ". ','-.':,'~,'. ·...." .:¥:"' ~.~' '-2 ':."::':;:'"'..." ,'-'~.',
I be~i~ that I ha¢~.'dete~ined tbrough.'field tnspections and'
revie~ :Of Mdnicip~i race~s:>at .th.e'.b~°~e. sy~m~'. a(~ ~b'?.::' ' .
cbhfsrm~n~.~th,,MOA..'Hh~"g~deli~s:in:.e~t.:b~ ~ht~':~tb. " "' ":'
Engineer's Printed Name .~ ~"~'~ ~' ~O'.~
~... :,.~
0 ~ g 'q'~O ln~ ~ ...' ~' ~'- ReeeptNumb%-.,'.. .......................
CT&E .En:v.!ronmr n I .
Laboratory Dnnsion me'~La~r~,~-~e,~.~'~a~e~ms.~.~,~.~
200 W. Potter Dri~
Dfi- g Water Analysis Repo for Colifom Bacteria AK 99518-1605
Tel: (~71 562-23~
~.]~E~C~O~E O~ ~ ~ ~EFO~ COZ~EC~G ~ Fax: (907) 561-5301
MUST BE COMPLETED BY WATER. SUPPLIER
PUBLIC WATER SYSTEM I.D. # I I I I I
PRIVATE WATER SYSTEM
Send Results ~ Send Invoice
Cumgany Narnc
M ailin$ Addtess
· rq SendInveice
SAMPLE DATE:
Month
SAMPLE TYPE:
'183 Routine
~ Repeat Sample (for routine sample
with lab ref. no./O,,~ .'7 a~ ~, o~. )
n Special Purpose
SAMPLE LOCATION
Day
Year
[I
[] Treated Water
)~' Untreated Water
Time Collected
Collected B7
TO BE COMPLETED BY LABORATORY
Analysis shows this Water S .A:MPLE to be:
Satisfactory
Unsali~facto~y
Sample over 30 hours old, results may
be tmreliable
o Sample too long in lxansit; sample should
not be-ov~x.~g~hours old at examination
to indicate reliable results. Please send
new sample via spec/al delivery mail.
Date Received
Time Received'
Analysis Began
Analytical Method: ~ Membrane Filter
'13 IV[MO-MUG
* Number of colonies/100 mi.
Lab Ref. No. Result* Analyst
Sent ~o A.D.E.C. Aucb Fbks Jun
Dat~: Time:
Faxed
Client notified of unsatisfactory results:
Phoned Spoke with
Dat~: Time:
Faxed
Comments:
BACTERIOLOGICAL WATER ANALYSIS RECORD
Mi~O-MUG Result: Total C~liferm
Membrane Filter: Direct Count
Verification: LTB __
Fecal Coliform Confirmation
Final Membrane Filter Results
Reported By
E. Coil
~ Coloniest100 mi
BGB _. COLIFIRM
Coliform/100 mi
TNTC ~ r=,o Numerou~ T~ Cmutf
Me__m.b. er of the SGS Group (Soci6t& G6n6rale de Sun~eillance)
ENVIRONMENTAL FACILITIES IN ALASKA, CALIFORNIA, FLORIDA, ILLINOIS, MARYLAND, MICHIGAN, MISSOIURI, NEW JERSEY, OHIO, WEST VIRGINIA
12-02-02 13:3T FROM-CT&E ENVIRON~NTAL SRV
,~t~_.' CTIE Environmental Services Inc.
CT&E Ref. O
Client Name
Projt~t Name~
Client Sample ID
PW~ID 0
Sample Remarks:
1027992001
S & S Engineering
Spendlove View bits #3 L4, B4
Drinking Wa~
All Dates]Times are Alaska Standard Time
Printed Dnt~/Time 11/26/2002 14;20
Coilt~ed Dat~/Time 11/22/2002 9:15
Received Date/'Fime 11122/2002 12;00
Technical Director
Releused By ~~
Parauleter
W~Cers Depar~ma~
Nitratc-N
Units Method
Allowable Prep Analysis
Limits Date Date
4.67 0.200 mgtL EPA 300.0 {<=10) 11122/02
Init
Mic rob:{.o lo!~ry La~oz'&r. ory
Total Coliform
2-OB ~V/Coil, ]'Ia Fec
coYl00mL SMI8 9222B
(<=13 11/22/02 SKW
11-20-2002 ll:5?AM FROM Creatiueh~<itchenhDe$ign TO 6941211
Municipality of Anchorage
Dep~rtment of Health and Human services
i 825 'L" Street
iP.O. Box 1966~0 Anchorage, Alaska 99519-6650
Ric~ My,~rom h~:/hw~w, cLanchorage.ak,us
Mayor
P.01
Pemit Number: #SW 020098 Date of ]~sue~ 5-8-02 Parcel Iden~c~on Nu~e~ 017~01-31
~Dm~pfion: Lor ~ 8L~ ~ Soendlove V~w Hgh~ .
F~p~ ~ner N~me & Add~s~ M~hol~hn & Daughter :
~ . ~ 7~ w Dimond ~
.~ ~ Anchom~, ~aska 99515
Borehole Data:
Scfil Type, Thickness & Water Strata
st~ ok-up
;gtavelly sandy silt . . ....
.of antes & silt
'gl ve/ly silt '
B~ ,drock
From To
0 2
$ 30
30 207
cable tool
Method of Drilling [] air rotary
Casing type: ~eel
Wall Thickness: :250 inches
Diaa~eter: _6inches Depth: 38 f~t,
Li~er .T3q*e~ '
Diameter:' i inches Dupe: feet
Casiag'stickup above grotmd: _2 f~et
Static water level (from ground lev,~l): 42 feet
Ih,roping level: 207 feet after
_2 hours p-roping/.0 gpm
Recovery Rate: 10 gpm
Method of Testing: sir
Well Intake Opening. Type:
[] Open End [] Open Hole
[] Scttened Stun feet S~pped . feet
[] Perforations Start fca S~ppcd~ feet
Grout Type: Bentonite granular ! Volume:
Depth: Sart'0feet S~pp~d ,,, fe~t
Pump: Intake Depth __ feet t
Pump size~ bp Braad Narae ~
WeU l)isl-feeted Upoa Completioi? [] Yes [] Ne
MethodofDiSinfeetien_: Chlorine t~blets . :
Commeaes: [.
Well Driller. Alpine Drilling & Ente~ses
PO Box 1~0496
Anchorage Alaska 99,511
Attention: The well driller shail provide a well log to the property owner within 3.0 days of completion and the property
TOTRL P.01
.................... S'PEND.L ._?_R'J_v. E
S89'57'52'E ~29..46'
--v.:.:.:.:.:.:.:.:.:.:.:.:.~.:.:.'..:.:.:.:.Z.:v....... ....
~~.~!!ii!!ii~iiii ! i!i!!iiiii~' '.' '.'.'~'$ ' '.'.' ° '.'.1~19['.'.'.'.'.'.' ' ' '.'.'.'.'.'.'.'.'.'.','.'.
b .LOT 4 $ o
0 ~ 0
LOT I
-: .......................................................................................................................... ~) ...................... 10.. UTILI3:~'......i~f .......
o~ EASEMENT ~
~ N89'57'51"W 329.71'
J
LOT 5
~ ASBUILT OF: LEGAL D~IP~0N: o..m~ e~; PAUL MICHELSOHN
: ~g~ ~ilh "ICHELSOHN & DAUGHT~ ~
~ LOT 4. BLOCK 4 ~.~ c~.c~: ~.~ ~.. ~...:t....~, ~
~CLUg~ NO~: Il is the e~' re~elblll~y to dateline ~e e
--ANCHORAG~-~ASK~ ;9503: -~--5~91" (fa~l~- ' ..... ~~io~m~aole:-un~ ,}o~m~ld-o~
.; wo~,~-~ I ~.~:=~o' I"~ov. '-- ~ ' ~
LOT I
SPENDLOVE 'DRIVE
S89'57'52"E 329..46'
"v.:'}Z'Z'Z-:'Z-}i'.~-:'}Zv.v:'Z'}:.'.v. ....
"v-;'Z-Z'Z{-: !-:-:-;'?} Z':'Z'Z~;J~.":'Z'Z'; w.'.'. ..... ;;~ ~
? LOT *
LEGEND: SET FNO
......
ASBU ILT OF: [~SAL ~ES~I~0~: *"~ ~" PAUL MICHELSOHN ~.u~ · f~ B
wilh I~ICHELSOHN & DAUGHT~~r~e[_ -
LAND · ~E~yoRs-PLANN~S-EN GINEERS are
~40 ~SZ BENSON BLVD. ~ 105 '. _ ~0~
~ .-...'~¢~o'~ Nov. ~.. ~oo=..~, . .~ . .~e,~. I_, uN..I, ~...1~-" .. ~.... ,..,. ,. ~.~,~. .. ,o, .0,,,~,.0 ,,o,~ ,,.~ . ~,~c.o. ~,,~-_. ~.
WO~
L.o
31 c:)CO
L
P.O. b,_;X 6650
ANCHORAGE, ,~,LAo~-,,A 99502-0650
1907) 264-411i
T ?~.'Y ~..~'/O:,'.'LES
DEPARTMENT OF HEALTH & HUMAN SERVICES
January 10, 1986
TO: Permit Applicant
Subject: Permit # 850111
Lot 4 Block 4 Spendlove View Heights Subdivision
A permit issued by this Department for an individual well and/or on-site
sewer system has expired as of December 31, 1985.
Permits are issued on a calendar year basis by authority of Municipal
Ordinance. A new permit must be obtained from this Department for any
well and/or on-site sewer system not installed by the expiration date.
If you have drilled the well, a well log needs to be sent to this
Department for documentation of the installation and to close the permit.
If a private engineer inspected the installation of the on-site sewer system
the original as-built inspection report(three part form) must be sent to
this office for review and approval,and for documentation.
If there are any further questions, please call this office at 264-4720.
Sincerely,
Susan E. Oswalt
Program Manager
On-site Services
SEO/ljw
enc: Copy of Permit
(:~ I',l E; I' I I 'K) IW*>: {:':} ! ii ::
:5
i:'or"[.h lay '!;['ii0., HLu"~:i.c:i. Fh':~l:i.'ky c:,f ,':'d't,::::hc~r'.c:t(i~0 (l"lO~:*:) aui;::i '{:.l"~c:! E;t..c.V!:.E? ~::*(' (~:l..:'?.':ii.i::,3.,,
2,: :t: t.,J:i. ]. :l. :i.n,:~;t..:'~:~l ]. '1;.["~(:~ !!i;y!i;;'l:..~....!m :J. il l:ni:::i:::':::)!':::i~.:U-*~:::E! !."~J.'['..h .:Ul :I. F'i(:h"}~ C:C)".::l:':'.:q~; C:U"!C]
8. r'u::l :i.r~ c c:,m l:, :L :[ 8. r'F.:::c.i ,,-,,:i.'kli '!:.l'i(s'-:, ,.::IE.~,~i~i:i.i.:jri c:r.:i.'!'.,~:~:.!":i.,~.t ,~::,-,'-' 'l:.h:i.~;i, p c) r' i:': :i. '!:. ,,
::!!;,, :t: :Al:i.:t. 1 o, dh::..'n'::::'J '~'..0 ,'.~::t.:I. HO(.~ .:'~uid Ei'L.:'::,X'.(:~ o}' ~'~:[:':':t-~d.::8. I'c:*qt.~:[r.s::mm'~rr!'..:u. fop
!B(.X, td(:;)I',Zi.':J::..::: !i!}~.,'!i}'[.'..(xJiil I:])l! 'i.:.!'i:i.!~!; E:Hl' .:':.{1'* '/ ~'.:~(::l.jl:':).i:::(::"l'l['.. EIH" i'i~.X)~:'~i:!::)';/
Zl',, :[ i..U'!dc~r!~!~'{'..,':':t!id '{:.l'i-::V{'.. '!:l'i:i.!~: l::! i~ r' in :i, '{:. :i.~!!i V.:':~:].:i.d *,'i:ii' .~.i m.~t:.x:i.m,'..,'.in o{" ::!!; i::t,:::dr,,'.:icm"n~!. ,and
,:.Ltl'",").' E:.)rl ]..:::d" (:..j(.2Jii(:?l'l'!:. {d :i. ]. ]!. I" (.:}}(:]!.{ :[ f' ~..:.} ..f::tl"} ,'::~. (:J (::l :[ '1:. j. (::H"W.?,. ]. J::}E:.JI'i}I :i. ('. ,,
PEI:~d"I I T
[:'EF'FIF.:'I"MENT C. -IEFILTH FINE::, E'N',,,'IRONMENTFIL. ~ ,TECTIOt'.,I
825 "'L'" :T:,TREE'I"., FINIZ:HORFIGE., FIK.
t.,,.~ 12~: 1~_ L. H:It ~*..~ E::, C, ['..11 --- ":-"E;', ."[ -r E "2-'5 E"E ~-...1t E [~%" F' IE3] F-." ~',.-t ."IE] ....
FI F' F:' L. I C FI Iq T
LOC:RT 101",1
LEGFII...
CL..IFF HYFIT'T' & F]O :E;I"'IITH BOX 1:L'-2~16 ANCHARAGE 995t.':[ 3:45-2:i. 5A
SPENDLO',,,'E ',,,'IEH HI'~ :If'.2 B4L4 LOT SZZE 9999'9.9 SQt..IFIRE FEET
'T¥F'E OF SOiL RB:.'.C,I]IRPTION SYSTEM IS: TRENCH
:5,0IL RFITING <SQ FT,,'BR)= 2t;2
MI::IXIMLtM I',IUME:EF:: OF BEDi;..'OOML:, =
THE REIZ~UtRED SIZE OF THE :SOIL. RE:SORPTIOI',I S'T'S"FEI"I IS:
"FIDE LENGTH DII"IENSIOI'.,I IE; THE LEI",IGTH (Ii",l FEET) OF THE TRENCH OR [:,RFIII'.4FIEL[:,.
'THE: [)EPTH OF' FI TRENCH OR F:'IT IS THE DI:BTFINCE E',ETHEEN THE '_ii;LIF. fl:FICE OF" THE
GROUN[:, FIND TIdE E:OTTOM OF 'THE E::-:;C:FI',,,'FtTION (IN FEET).
THERE: IS NO SET HI[:,TH FOR TREI"ICFIES.
THE GF.'RVEL DEPTH IS TNE MINIMUM E:,E'PTH OF GRFI',,,'EI... E:ETHEEN THE OUTFFILI.... PIPE
laNE:, THE BOTTOM (]iF TI-IE E:qCFI',/FITION (IN FEET::,.
PERMIT RPPLIE:RNT HFIS THE RESF'ONSIBII_IT¥ 'TO INFORM THIS BEF'RRTMEIqT [:'URING THE:'
IN'}~;TFILLFITION INSPECTIONS OF FIN¥ I.,.IEL. LS RE:,JFICENT TO THIS F'F-::OPERT'.r' FINE:) THE
NI..IME:EF.: OF RE'E;I[}ENCES THFIT THE HELL HILL SERVE.
.......... ]'" [-,..tl C, ,:] 2 ."), l" ~'-~ 5; IF:' E..T. El: ]"" ]E C, IP~ ~ ,:':~ F-.." E IFfy:." E:..-: C~}. IL.~ Z ~:' [E: E]: .....................
E:FICKF II_L I NG OF lahl¥ S'~':~TEI','I H I THOUT F I NFIL I NL:;PECT I ON RN[:, I"'IF'PRO',/RE B'~.' ITH I '."g
DEPRRTMENT [,.IILL BE SLIBJ'ECT TO PRO'_:,ECLITION.
MINIMUM E:,ISTFINI]:E BETWEEN la HELL FIND RI',I'=' ON-SITE SEt,.IRGE [:,ISF:'O'.~FIL S'~'S:]"EM IS
'.'l~El~3 FEET FOR FI F'RI',,,'IaTE: HELL OR ."£SEl '1"0 2EIL.-I FE'ET FF:OM FI PUBLIC WELL. I}EPENDINI3
UPON THE' T'.?PE OF F'UE:LIC f,~EI...L.
MINIMLIM [:,ISI"FINC:E' FROM Fi PRI',,,'IaTE HELL TO Fi PRIVRTE SEIqER LINE IS 25 FEET FINE:,
TO FI COMMUNITN' SEI.,.tER LII'.,IE IS 75 FEET.
FIELL LOGS:: FaRE REQUIRE[:, laNE:, MUST E:E RETURNED TEl "FHE DEPFIF..'."FMEN'F I.,]I]"HIN
OF' THE HELL CCIMPLETION.
OTHER REQUIREMENTS I"lFl'f RF'F'L.'T'. SPECIFIC:FI'FIONS FINE:, CON'_-qTRLICTION DIRGF.'FIMS FIRE
FI',,,'RILFIBLE TO INSUF.:'.E PROPER INSTFILLFITION.
I CERTIF"r' THRT
t: I FIM F'RMILIRR I.,IITH ]'HE F.'.EQI.JIREMENTL:; FOR ON-SITE '"~EI.,~EF.':S FIIqE:, I.,JELL::; RS SET
FORTH E,'¥ THE MUNICIF'FILIT'~" OF RNE:HORRGE.
2: I HIL. L INL:,TRLL :'PIE '::;YSTEM IN FICC:OR[:'RNCE HITH ]"HE E:O[:'ELE;.
2.::: I LINE:'ERL:';TFff'~E:, ]"HR]" THE OI',I-L:;ITE SEHER S"r'L-qTEM I"IR"? REQLIIRE ENLRRGEME]"~T IF' THE
RESIE:'ENC:E IS REMO[:'ELEE:' TO INCLUDE MORE THFff'~ 3: E:E[:'ROOMS.
:E]I GNE[:,: ............................................................................................
laPF'LICFINT CLIFF' I.,.I',r'FITT & 80 SMITH
C. / ~C~~ ,., , ,, · -:-. ~
V4. IZl
;i3'POKt :THE rcPa OF PUaLIC I4~?LL. '
f'lif, t[l'fUi*l C, ISf,qNCE FROH FI P,'~U¢i-'tfE Ht::LL TO R PR£'¢RYff ~ffI, IER L[Na 1S ~.~ FEET
TO a COMHUN[TV '.T, EI,I£R L[NIE IS ?.5
OF THE [,JELL igOI,IPL~rD~N,
F~O~TH ~ ~HK f'IUH[C[PRLIfV OF RNCHORI~3E.
~' t UNDERSTIqNO THR~ TH~ ON--SIrE ~H~R" ' ~ 5'PDTEN MaY ~2U[R~ ~NIJ~ROfft, IENF CF THE
MUNICIPALITY OF ANCHORAGE
DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION
825 L. Street, Anchorage, Alaska 99501 264-4720
SOILS LOG - PERCOLATION TEST
SOILS LOG
PERCOLATION
TEST
PERFORMED FOR:
,',,~
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
2O
COM.ENTS_ /2.>(X
SLOPE SITE PLAN
WAS GROUND WATER S
L
ENCOUNTERED? "~//~J L'~ ''o
P
E
IF YES, AT WHAT
DEPTH?
/
L
Gross Net Depth to Net
Reading Date
Time Time Water Drop
12.,'~z /o O,J-7
PERCOLATION RATE
TEST RUN B,ETWEEN
CERTIFIED BY:
(minutes/inch)
DATE:
72-008 (6/79)
Tax Assessing
Applicant:
THE MUNICIPALITY OF ANCHORAGE ~,~
ZONING ~.~.
BOARD OF EXAMINERS AND APPEALS ~- g~'-~L
APPLICATION FOR VARIANCE
(~17-~0 ['~'1-2~ Building/Land Use Permit # ~3-/°/<:~o
H~"~ , ~/~-~/~/',~TT~ ~ I~O ,freT1' DO NOT WRITE IN THIS SPACE
Address: AOX
Phone Number:
Legal Description of Property Involved:
Lot ~' Block.
Subdivision .~./3&/dbL~L)E- [/"',~,}
Present/Future Use of Property
Date Received:
Receipt No.:
Z.B.E.A, Case No.:
Hearing Date:
Approved
Conditions:
Date of Appeal:
Hearing Date;.
Approved
Conditions:
Letter Sent:.
DISPOSITION
Denied
Denied
(See Minutes)
(See Minutes)
Permltlssued:
SITE PLAN REQUIRED.
This is a request for a variance from Section
of the Land Use
Regulations Ordinance
A. The existing situation: ¢' ~e~. ~t~,q.¢~g
B. Granting of this petition would permit:
BEFORE A VARIANCE MAY BE GRANTED, THE APPLICANT MUST PROVE THAT EACH
OF THE FOLLOWING SIX CONDITIONS HAVE BEEN FULFILLED. ANSWER EACH OF
THE CONDITIONS IN DETAIL, USING ADDITIONAL SHEETS IF NECESSARY.
The undersigned alleges that:
1. Special conditions exist which are peculiar to this land, structure of building involved and are not applicable to
other land/structures i~ the same district. These special conditions are:
84.0§6(7/81) Fronl
(ove r)
4. Granting of the varlar~e will be in harmony with the objectives of the Zoning Ordinance and not injurous to the
nelghborhoo~d or otherwise da~jntal to public welfare for the following reasons:
5. Granting of the Variance will not permit a use that Is not otherwise permitted in the dlatrlot In wh~i,l~e prepert~':~.
lies in that: ~ ,~: ' :: ' ·
6. The variance granted Is the minimum variance that will make possible a reasonat)le use of the land, building or.
structure in that: ~¢ ,<~ EE A t~:a, cH ~ ,
Applicant further alleges that: (Use additional sheets if necessary for additional information.)
~ 84-086{7/81) Back
Signature of Authorized Agent
Signature of Land Owner
Address Address
A. The existing situation: The above lot measures 329
44, 415sq. ft. and is zoned R-6 (1.25 acres, 54,450 sq.ft., the
lot is 10,035~ less than the 1.25 acre zoning size). Zoning
requires 50~' setbacks for the front and back yards and 20
side yards. The 50~' setback requirement coupled with the "odd"
lot dimension front to back (135~) dictate that any structure
built be a maximum of only 35~ front to back and only that wide
i~ the structure is parallel 'ko the property line. However
Natural site factors (slope,existing trees, view, southern
exposure, and direct~ion of the prevailing high winds) dictate
that any stucture be turned 25 to 30 degrees from the property
lines which reduces the maximum size of a building to ~( x
or ~S%" s.~q. f~[;.. (see attached illu!stration A-l)
B. Granting of this petition would permit: A house to be built
'~hat ~it in with the natural "lay " o~~ the lot rather than
al'kering it. The house could be built to maximize solar gain and
view, permit natural drainage to (~ccur by building with the
slope rather than transversely across it, prew~nt cutting any o-F
the 'f:ew large trees, provide protection from the high winds
common in khis location (by not facing into the wind, thereby
reducing heat. loss and wind damage) as well as being c~f
proportion/~], size to the other houses in the area.
1. No other i/or in this subdivision nc)r most other subdivisions
~^~hic:h are :.sc, ned R-6 have such a narrow front 'to back dimension
135'~), which with the setback requirements leaves a band 35'
wide in which to construct a house, in a neighborhood where all
houses are val~u~.at over $200,000.
The other lots in the R-6 zoning area are of a larger size, all
at least 1.25 acres in size. While our lot is just one acre
in size, (and oddly porportionmd), yet we have to adher to the
larger 1.25 acre R-6 classi~:ication. We were told that to reac:h
the larger R-6 1.25 acre zoning status 30" o~: Spendlove Drive
right-of-way was counted in our lot size which bumped the lot up
into the R-6 classi~:ication, yet we cannot count any of the 30"
for' OL~r set bac:k requiremer',t, x
Three lots have common property lines with the discussed lot, __
all three o.~ these ilots have houses on them which do not observe
the 5(])' set back requirement nor does the only other house in
the subdivision,, (see enclosecl aerial photoe 1.,2,3)
2 ~ O'I:: h e r p r (::)p e r t i e s i n t h e a r e a e n j o y r i g h t s t h a 'J: w e w o u 1 d b e
deniecl by s'[r:i, ct interpretat:Lon~ o.t: the zen:Lng ord:i, nance, these
are: Option 'ko build w:i. th the natural slope and drainage,
ut:.il:iz:Lng .t:ull poten'kiall cH: the southern expesure ;or
solar ga:in, maximizin~ view, and natural prc, tection .From higJh
w:inds (by not ha,/:irig large sou'kherly wir]dows '[Llrlqed iri the
direc:tic, n o.t: the wind). We would be denied these rights because
the small lot size and large setbacl.:: requ:irements die:tare
khe he, use size, ~hape and orientation.
It is also important to note th~'~ no other lot in the
subdivision has_the narrow lot dimension ~ronting the road, and
the ~ront to back setbacks are the greatest, 50~, vs. 25~' on the
side yard. I--uthermore the bordering we.~tern lot has just been
rezoned so that its setback requirements are only 25'~ ~ront to
b a c: I,.:.
3. Tlhe property when subclivided was obviously an odd piece :in
that it was not in the -same length to width propertion as most
other R-6 lots,, This anomall~ was un~:ortunately overlooked when
this area was zened. It wouldn~'t be prudent nor wise to
construct a house against tine natural slope, ~acing into high
winds (both 'From a safety and energy e~iciency standpoint).
Nor wc)u], d :[ [: be wi se to or i ent a house away ~:rom {he maxi mum
solar ~.~ain and vie~, on an excellent, view and south .Facing lot.
El:ira:[noting large trees (ena lot with very ~:ew large trees) and
· bryJ. ng to:, cJes:i. Qn a house to 'Fit into a narrow 35" strip across
'Lhe center o.t: t. he land would be estlnetically and phyically
I..ll'] S O L.I n d ,,
4. Grantin(.~! this var:iance wl:)uldn~t alter the intent nor
object:i, ves o.F the Zoning ordinance in that t. lne rural, residential
~ee:/ing wou)d remain ur~changecl. The setback change weuld be
unnoticeable in that 'Uae 3 neighborin~ houses are not observing
the ~-:~etl:)acl.:: requirem~.~nt..s (.~:or whatever reason ie irrelevant).,
Also it shc, uld be noted ~hat Sper'~cllove Dr:ive is located 20 to
3(}? ~t(:) t]](.~ F'd])rtl"~ o.~: t.,d]er~.'..) :i t i s shown dedi cat. ed on the pi[ at~,
thus in actuality our physical front yard set back would be 5()
to 60'~ if this variance is granted, thus preserving the intent
of the ~,~onin~ requirement for setbacks.
~. (:~ anteing th3. s w~rlance would not chang he s:Lngle family
/
residence status o~ the property (see photograph ~4)
6. A 65:[ dimens~ion is the minimum necessary in which to build a
dwelling that fits this lot and fully utilizes its natural
amenities and keeps any driveway access and garage minimally
obtrusive. Al, so i.~ this variance is granted it will be possible
to build a house that is of a size ancl a style harmonious
wi~h the neighborhood adding to ~;he value o~: the area rather
than detracting ~.rc2m it.
~P~IXIZD L.O V~_
i~r ~
SUBDIVIDED lAND ~g SI/~ NEI/,~, SEC. 25 ~'I~N., R $ vt, S.M.
.... !:iF,'-
/42/
; '~/
pROPERTY