HomeMy WebLinkAboutSKYLINE VIEW BLK 1 LT 18Skyline View
Block
Lot 18
#051 - 192- 37
Mulllctpalil~/01AhChorage .age '~/o,.
bI:I~AI:JTMI:Nt OF HEALTH AND HUMAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.O. Box ~96650 ~ A~chorage, Al~,ska 995~9-6650 · Telephone: 343-4744
OH-Slie WasleWat~t Ul~posal 9y~lem add/or Well inspection Reporl
""~": Z~/I ~ ~d ~ ~50~ WasleWaler Syslem: ~ New D Upgrade
~O~o~5~q ~l.E,v~r~K 99~77 ABSORPTION FIELD
LEGAL DESCRIPTION ~o,,..,,.~: J e~PD/Sq. Ft.
WELL~ ~ Hew D Upgrade ~,,.e, width: ~. ~ Fl.' I J
Surface % ~
w~ t00~ 100~ - ~ LI STATION ~
~ound~ilon ~X. "Pump on" level it: * tllgh water .llrm
Remarks: RL~,),~ ~ uor L,~ ~,v~.l BENCHMARK
_ 170~ Eagle Rl~r Loop R~d, No. ~ ,~ ....................
~vl~wed and a~Hov~d by: bale: ' ~ c~=~~
PERMIT NO. SW000425 PAGE 2 or 5
D........ M u_n i_c i p. g~i .t ¥._o..F'.A,n_c h.o .r' (~ g.e,
I:MAIff/MPIN/ L)I- H~-AL/H AINL) HUIVlAIN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.D. Box 196650 eAnchoc(lge, Alaska 99519-6650®Telephone: 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT
LEGAL LOT 18, BLOCK 1, SKYLINE VIEW S./D P.LD. HO. 051--192--57
/ LO~ 2 \
10 ' / I00' W
~ /X t--' 10'_ U_TIL/TY_ _EA_S_E_ME_N_T,
/ I i "%%~..\ I \ -,v ~?~P'~'~ /
~' ' '~o~-~"""'--~ ~ BE_DR_O_OM
I I ," ' ]~.I. TH#I~ HOUSE
I I--" ' 1 ~ " ,,,~
N, = ~, \ \ ¢-::/..,.....~.~" ".,.'.,.:.',:,,
\ ,~ .,..-,.N ~o~' c. COW^N
/-----~?~, "-L_ ~ ~"'A I / '~,,'",gh='":'.';':.ii.",>;~
PERMIT NO. SW000425 PAGE 3 OF' 3
Municip. o. tit o¢ .A,n_c h.o.r' o, 9.e'
DEPARTMENT OF HEA~THAND HUIVlAN SERVICES
ENVIRONMENTAL SERVICES DIVISION
P.B. ]~ox 196650 ®Anchor'e, ge, Ato. sko 995~9-6650 · Tetephone: 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEH AND/OR WELL INSPECTION REPORT
LEGAL LOT 18~ BLOCK 1~ SKYLINE VIEW S/D
P.I.o. NO. 051--192--37
~__ ST1 $T2 f 97.0'
FINAL GRADE-/ 2'"' IIINSULATI~N
92.5,J 1000 GALLON I~ ,
POLYETHYLENE I ~'-92.0
·
MT1 =86.3' __~
MT2=86.4'
C01=95.9'
C02=96.2'
INSULATION
NO WATER FOUND
79.8' B.O.H.
A B
F-CO 22.0' 26.0'
ST1 37.5' 16.0'
ST2 40.0' 17.5'
DBLI~ 41,0' 19.5'
DBL2 42,0' 20.0'
C01 42.0' 29.5'
MT1 42.0' 33.5'
C02 47,5' 65,0'
MT2 47,0' 62.0'
.........
Municipality ot Ancnorage
Development Seduces Depa~
Building Safe~ Dl~s~on
4~ s~
PO Box 1~ ~ge, ~ 9951~66~
~.d.an~o~ae.ak.us
. So~ls,Log - Perco~a[~on ~es[
Pedo~d Foc . .
4,
5-
6-
7.
8.
9-
10-
11-
12-
13~.
14-
15-
16-
17-
18-
19-
20-
COMMENTS
Slope Site Plan
ENCOUNTERED?
iF YES. AT WHAT DEPTH? _-~0~
",';2:,~'~;¢"'~ .~.~/;
Date~L)
Reading Date Gross Time Net TimeDepth to Water Net Drop
/..A../~ ¢-c ~;'/xt ,1 ¼. F-' "/,;/,~ "
.¢,-,,¢ ,-x. (-,¢,,-/^ ,-,J/z,/,, /,~ ,~-
/</,2," ,¢-
lC1:~ "
PERCOLATION RATE ~ (minutes,Incr,) PERC HOLE
,.,...,..,.,.o ..///./?~ .
PERFORMED IN A{2~I~,,V~'~l~,t~'~E AND MUNICIPAL 6UIBELINES IN EFF'.FCI fJl',l/id~;) ~JAi .r.. u .
Mtmicipali of Anchorage
Department of Health and Human Services
825 'L" Street
P.O. Box 196650 Anct~orage, Alaska 99519-6650
Mayor
Permit NumberSl, uOo~,/2.5"Date Of Issue. lO- 5-.- O~:7 Parcel Identification Number O5',/-./')'2-.~7
DateStaaled/.L-.~/~-oo Date Completed /I ...,11.OO Is well located at epproved pemlitlocation? ~'Yes ~ No
Legal De~c. rlptlon Block Lot Property Ov~er Name & Address:
B~rehole Da~: Dep~ Me~ad ~ Dflllin~: ~ ~ir m~ ~ ~ble t~l
Soil T~e & ~lc~ess & Water S~ From To
~"~,7 ~'~ ~ O~ O ~ Diameter ~ in.es, dep~ ~?5 f~t
Liner T~e:. Diameter, In.es. d~
S~fic Wa~r Level (~om ~ou~ le'/el): I~ ~ feet
E;/f7 ~-.~/ ~/~o~/~.~ ~ }~0 PumplngLevel: ~eta~er hm. pumpJng
i R~ove~ ~te: I~ gpm
~,~c/ /Go /~ · M~od~T~Ung:_ ,~,'. I,'~
Well In~ke Opening Ty~: ~ Op~ End D O~n Ho;e
~ ~ ~ /2~ I ~ ~ ~ ~eened; S~d feet S~pped f~t
~ v ~ [ ~ ~ G ~3 ~ Dep~; ~m o feet, to.,, 35 f~t
- P~p Size., , hp · Brand Name
Well Dislnf~ U~n Compl~on? ~ Y~ D No
C~n~:
Core.ny ~ ~
I1~
Mailing
Addrels
Cl~ ~- S~t. ~- ~p ~/[ .
Attention: The well dfllle[ shat! provide a well log to the property owner within 30 days of completion
and the property owner or the we!l driller shall provide a well log to the Dept. of HeaP. h & Human
Services within 60 days of completion.
,,qK ~.,¢ ~ ,,29~a$4,, ~.o.~. ~ ~"1.~3Cl 0.-5. 5'.~v- 0~,13/
ROBERT C. COWAN, P.E.
ROBERTA. SItAFER, P.E.
Date, o
ClV1L ENGINEEI'~
(907} 694-2979
FAX (907) 694-1211
Municipality of Anchorage
DEPARTI~NT OF IlE/~TIt AND NUI~aN SERVICES
825 L Street
P.O. Box 196650
Anchorage, Alaska 99519-6650
REFERENCE:
The septic inspeqtions for ~he. referenced property, were
performed on/0/30/oo and /o/~/o~ . Prior to subm[ttlng
the On-site Wastewater Disposal System and/or Well Inspection
Report we are waiting for the F~ r,~ ~ to be
completed. ~.~,,,.-T ~,/'-v¢¥
If we may be of further service please contact us.
Sincerely,
Robe~~. Cowan, P.E.
17034 NORTH EAGLE RIVER LOOP · SUITE 204 · EAGLE RIVER. ALASKA 9957'7
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Services
On-Site Services Program
825 L Street, Room 502
P.O. Box 196650, Anchorage, AK 99519-6650
(907) 343-4744
ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT
Initial
Date Issued: Oct 05, 2000
Expiration Date: Oct 05, 2001
Permit Number: SW000425
Legal Description: SKYLINE VIEW BLK I LT 18
Design Engineer: 0003 S & S Engineering
Owner Name: CHRIS BENEDIKTSON
Owner Address: P.O. BOX 4534
EAGLE RIVER, AK 99577-
Parcel ID: 051-192-37
Site Address:
Lot Size: 13942 SQ. FT.
Total Bedrooms: 3 Permit Bedrooms: 3
This permit is for the construction of:
[] Disposal Field [] SepticTank [] Holding Tank [] Privy
[] Private Well [] Water Storage
Ail 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 Aiaska
Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ).
3. The engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling
(907) 343-4744 ( 24 hours ). ( Not required for a Water Supply Permit only ).
4. From October 15 to April 15, a subsurface soil absorption system under construct[on during freezing weather
must be either: A. Open and closed on the same day.
B. Covered, sealed, and heated to prevent freezing.
Received By:
Issued By:
/
Date:
Municipalit3. ,of Anchorage _:-- --
Bttildlng S,'ffct.¥ Dlvaston
P.O. Box lOC~o.50 · 4700 S. Bmgaw Strcct
Anchorage, Alaska OOSI9-C'C~O" (007) 313-8301
! nl~://wwx~'.cl.anchonlg¢.ak.us
1/3/2002
Rol~ert Cowan, PE
S & S Engineering
17034 Eagle River Loop Road
Eagle River, Alaska 99577
Subject:
Waiver Request for Skyline View Subdivision Block 1 Lot 18
Waiver Request #WR000086
Parcel ID #051-192-37
SW000425
Dear Mr. Cowan:
Your request for a waiver of the required 10 feet horizontal separation from the
absorption field to property line has been approved. The approved separation distance is
1.0 foot.
This waiver approval applies to the existing absorption field to property line separation
only. Any future upgrade to the on-site wastewater disposal system will require all
separation distances be met or another approval from this department.
If there are any further concerns or questions regarding this waiver, please call our office
at 343-7904.
Sincerely,
Daniel J. Roth
Civil Engineer
On-Site Water & Wastewater Program
MUNICIPALITY OF ANCHORAGE
Department of Health & Human Services
On-Site Services
Waiver Review Worksheet
WR#: ~ PID~: 051-192-37 HAlf:
Date Received: October 57 2000
Legal Description: Skyline View, Block 1~ Lot 18
Engineer:. S & S Engineering
17034 Eagle River Loop Road~ Eagle Riverr AK 99577
Applicant: Chris Benedlktsson
Waiver Requested: Lot-line waiver
Permifff: SW000425
Criteria: 1. Geology Points:
A. Water Table
B. Soil Sorption
C. Permeability
D. Water Table Gradient
E. Horizonbal Separation
2. Special Conditions:
3. Other:.
Total:
Waiver is Granted: X' Waiver is not Granted:
List Condi§ons or Reasons for above: .~'~ ~'a,,E..I~EE'~ ~5'
Rec#: 06807 Amount: $115.00
Name of Reviewer
Date Paid: 1015/00
September 25, 2000
ROBERT C. COWAN, P.E.
CML ENGINEERS
(907) 694-2979
FAX (907) 694-1211
SOft. lEST
MUNICIPALITY OF ANCHORAGE
Department of Health and Human Services
P.O. Box 196650
Anchorage, AK. 99519
REFERENCE: Lot 18, Block 1, Skyline View S/D
It is requested that you issue a permit to install a well and a septic system to serve the
proposed three bedroom dwelling on the referenced property. A 2' waiver from the
proposed leachfield to the southwest property line is also requested.
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, 7/12/95, water
was not found. After ground water monitoring, the tube was dry.
We do not anticipate any :~dverse 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,
RCC/b]]
Enclosure
17034 NORTH EAGLE RNER LOOP · SUITE 204 · EAGLE RIVER. N.ASKA 99577
~.~ ~ LOT 18, BLOCK 1, SKYLINE VIEW S/D ,,.-~,~,~-?..-~-4.~...?,~%
' B.J.J. / '~.C.C. I ~-~S-O0 I ' Or ~ ~y ~
~/~( ~JJJ~J~a UD )1~/1~ t,m~ m m,~. m u~inN UTILITY LOCATES ~' ~/~/ / /~
~~'~ ~ g n ,m,i -- .~ ~o~ ~ PRIOi TO ANY [XCAVATION
~/ ~OIL~ = 1.2 GPD/SQ.FT.~ ................. ~.~ CE 8801
, , ~ _ _ ~ -
DRA~NFIELD CRI"ERIA: ,~--~ ~ N ~
7.5 D~[P T ~m ~ /~dL~' / // T ~ ~ k
5.0' EF[ECTIVE ~ ~/7~' / T ~ ~ ~ ~ ~
~ 10 UTILITY EASEMEN~__~__~O~.U~LI~A~M~N~__~ .... ~ .... ~J .... /I
......... ~ - -~ ~ ~ ,.o,.~ ~ _,~ / / / I
~ ~ / ~ ~0~ ~ ~ ' ~ // / I
"
/ ,,~ ~ ,LOT ~0 ~ ~'~ LO~ )7, / ~ J ....
~ ~ ~ / ~~ =~ ~ ~x ,~, ~ / /
- ~ "~: LOT 18, BLOCK 1, SKYLINE VIEW S/D
~~ / - x n~p~ I cpn / ~ PRIOR TO ANY EXC, VATION
X ~/ SOl~ -- ~2~ o/ PD/S~FT.~ . // ,
PHONE/ (g07)Gg4-297g / [ / I t
7.5' DEEP /~~~' WE', ~-~ . 100 WELL R
~ 2.s' w~g~ ~ ~ ~
g X__ i 10' UTILITY E~SEM~
" -
~& TEST HOLE ~ ~ --
~ ~ ~ ~ 1000 GALLON-
I ~SEPTIC TANK PROPOSED
mm DO BLE
Municipality of Anchorage
DEPARTMENT OF HEALTH & HUMAN SERVICES
825 "L" Street, Anchorage, Alaska 99502-0650
SOILS LOG -- PERCOLATION TEST
PERFORMED POR:
LEGAL DESCRIPTION:
14
1~.
17-
18-
lg-
20-
Township, Range, Section:
SLOPE SITE PLAN
WAS GROUND WATER
ENCOUNTERED?
OeO~h to Water Nler
Gross Net Depth to Net
Reading Date Time Time Water Drop
'~'{ ¥_1-- '1,. *
PERCOLATION RATE ~ (m,nutes/mch) PERC HOLE DIAMETER
TEST RUN BETWEEN ~ FT AND ~ FT
COMMENTS
PERFORMED BY: S & S ENGINEERING I ~(~.~V~,~ ~5 · CERTIFY THAT THIS TEST WAS PERFORMED IN
17034 Eagle River Loop Road No. 204 ~1/~. ~ %~
ACCORDANCE WITH A~a~~~IDELINES la EFFECT ON THIS DATE. DAT~
72~ (R~.
ROBERT C. COWAN. P.E.
CML ENGINEERS
(9O7) 694-297g
FAX (907) 694-1211
ON-SITE WASTEWATER DISPOSAL SYSTEM
CONSTRUCTION PRACTICES
and
MATERIAL SPECIFICATIONS
REFERENCE: Lot 18, Block 1, Skyline View Subdivision
September 25, 2000
GENERAL:
The scope of this project includes the installation ora 1000 gallon 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 wastcwater 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 RIVER. ALASKA 99577
Page 2
Lot 18, Block 1, Skyline View B/D
September 25, 2000
All standpipes on the septic tank shall extend a minimum of 12 inches above final grade.
Septic tanks installed with less than 4 fi. ofcover 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 leachfleld 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 to~vard 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 ofthe
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 betxveen 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 18, Block 1, Skyline View $/D
September 25, 2000
MINIMUM MATERIAL SPECIFICATIONS:
I. Any septic tank proposed for installation must be constructed by a Municipal approved
septic tank manufacturer.
2. The following pipe materials are approved for nsc in septic system installations in the
Municipality of Anchorage:
Type &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 IlI or equal).
Septic tank inlets and outlets shall be fined with watertight couplings (Caul&r, Femco, or
equal).
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.
Ail leachfleld gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3%
passing the 11200 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 18, Block 1, Skyline View
September 25, 2000
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 backfillcd 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