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Home My WebLink AboutT14N R1W SEC 17 E2SE4NW4 WHITESTONE ESTATES Unit 6 Municipality of Anchorage Page / of DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343~4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: .~\,v /~(..-~¢~_~-[- PID Number: % i:,~ { , ~' ~, [~X~ Name: ~¢4~L¢~_ ~.~(~% Wastewater System: ~New ~ Upgrade ~ ~ ~>~¢ ? 7 2W~ t ABSORPTION FIELD ;3 I o' B Deep Trench ~Shallow Trench D Bed D Mound B Other L)gW (¢ LEGAL DESCRIPTION S°ilRating: [ GPD/Sq. Ft. ' WELL: ~rNew D Upgrade Oravelwidth: ,(~ Number of lines: Distance be~een lines: SEPARATION DISTANCES ~Septic U Holding U S.T.E.P. TO Septic Absorption ~l~tff. L~ From Tank Field Tank Sewer Lines [~[~¢~t ~ 45¢ ~'( Re-&- [ 4'.; ) / Sudace *ou,dation ~ ;.Q¢ qT~,~ ,_).; ~{/~ "Pumpon"levela,, I",umpof"levolat: IHighwateralarmat: Cu~ain _. _ ._. Pump Make & Model IElectricadnspections pedormed by: Remarks:~;)-":*~"" ~>/ J '-~" ¢"'u~*-'-~ j BENCH MARK A~umed Elevation: Depadment of Health and Human Se~ices approval ~' ?'' ~ ..... 724313 (Rev. 9/91) MOA 25 Perml~ No,-~t,-~ ~,(..~.)~'1' Page of Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P,O, Box 196650 · Anchorage, Alaska 99519-6650 ·Telephone: 343-4744 On-Site Weetewater Dlepoeel Syetem end/or Well Inepeotlon Report Legal Description= ~-~G '(,~ ~E.~J,~ k~'l~ '~'id~J~t\~/ ~C.I'-~ PID No,: / FUTURE UNIT 5 PRIMARY AND ITH 15 1,700 GAl 6 __PRIMARY TRENCH' 41' MODEL (NOT TO SCALE) 666.5 II B.M, - N HOUSE CORNER, FINISH FLOOR ELEVATION (ELEV. = 678.0) TH 21665 656.0 DISTANCES A - C 24.9 A - D 40.5 B - D 27.5 PiT TEST PiT TUaE ~ 1" = 50' 02/02/1999 09:02 9077453072 ARCHIBALD DRILLING PAGE 06 Municipality of Anchorage Department of Health irld HLImlrl P.O. Box IOMM Anchorlge, T1¢I R1W S~C 17 M~STERPIEGE NO~S, INC. NE4 SE4 NW4 PO BOX 77~471 I UNIT-6 EAGLE RIVER, AK 99577-3471 ~J Ty~ m Th~ m Wm~ ~ F~ ?o ; ~l OHI~ ~DAVE ARCHIBALD FEB 2 Dept. Health &[ium n 8ervic, ARentlon; The well driller shall provide I will 10g 1o thl proK)erty owner within 30 dlyi of completion, MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-Site Services Program 825 L Street, Room 502 P.O. Box '196650, Anchorage, AK 995'19-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Date Issued: Aug 05, 1998 Expiration Date: Aug 05, 1999 Permit Number: SW980284 Legal Description: T14N R1W SEC 17 NE4SE4NW4 Design Engineer:.3§4- (' ~-,. ,-~ ~ ,-,.c ;~ Owner Name: MASTERPIECE HOMES, INC. Owner Address: PO BOX 773471 EAGLE RIVER, AK 99577-3471 Parcel ID: 050-362-06 Site Address: Lot Size: 871200 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: [] Disposal Field [] SepticTank [] Holding Tank [] 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 ( 18AACS0 ). 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 construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. 5. The following special provisions. THIS PERMIT ISSUED FOR THE CONSTRUCTION OF AN ALTERNATIVE WASTEWATER DISPOSAL SYSTEM. THE ATTACHED PROPERTY OWNER MAINTENANCE AGREEMENT SHALL BECOME A PART OF THIS PERMIT PACKAGE. THIS PERMIT FOR UNIT 6. Received By' issued By: Date: 4155 Tudor Centre Ddve, Suite 103, Anchorage Alaska 99508 (907) 561-6237 fax: (907) 563-3813 December 10, 1998 RECEIVED Daniel Roth, Civil Engineer On-Site Services Section Health & Human Services 825 L Street, Suite 502 Anchorage, AK 99501 Re: White Stone Estates Condominiums ~nit 6-Permit SW980284 Dear Mr) Roth: The disposal field for the Unit 6 septic system has been relocated due to a field survey by PTS indicating the previously approved site had a slope exceeding 25%. The disposal field has been shifted to the east, and a new test pit was excavated and percolation test performed. The soils log and percolation test, and a revised site plan and detail sheet are transmitted with this letter. Calculations for the disposal field are provided in the table below: UNIT MAX, PERCOLATION APPLICATION ABSORPTION 50% RED, LENGTH GRAVEL RF FOR REVISEO FLOW RATE RATE AREA OF AREA OF 5' WIOE DEPTH GRAVEL LENGTH BENEATH FOR BIOCYCLE TRENCH PERF. PiPE DEPTH 3F 5' WiDE (GPD) (MIN/IN.) (GPD/SF) (SF) (SF) (FT) (FT) (ET) 6 750 1.0 1.2 625 312.5 62.5 2.5 .64 40 ALA,¥KA PROPERTY DEVELOPMENT SPECIALISTS White Stone Estates Condominiums Unit 6- Permit Revision 12/10/98 P.T.8., Inc. Page 2 If you have any questions, please call me at 561-6266. Sincerely, Professional & Technical Services, Inc. Dean A. Karcz, P.F~. Vice President Enclosures ALASKA PROPERTY DEVELOPMENT SPECIALISTS /~--'"'~NIT 6 PRIMARY TRENCH X 15 SEPTIC rAN TRENCH 0 TEST PiT BY OTHERS · TEST PIT BY PTS m:'~ CLEANOUT '"'~' MONITORING TUBE SITE PLAN UNIT 6 WHITE STONE ESTATES MANHOLE COVER; 3" INSULATION ON INSULA TED 1" LID / $ I SEP tiC TANK PVC FROM 4" DIA. P BIOCYCLE S = 2~ BIOCYCLE MODEL 6000 MOUND SURFACE ?US~TORING / FOR DRAINAGE / NA TI VE SOIL ..... · , ~ PER~ PIPE NO TES I. GROUNDWATER DEPTH 9' BELOW GROUND SURFACE. 2. BEDROCK GREATER THAN 17' BELOW OROUND SURFACE. ~. LENGTH OF PIT = 40'. %~?.. No, c.-.~o~ /',~ WHITE STONE ESTATES ( Municipality of Anchorage. DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST (ENGINEER'S'SEAL) DATE PERFOF ~gt. ~ ~,~ Township, Range, Section: ~/~/~ ,~/~ LEGAL DESCRIPTION: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15- 16- 17- 18- 19- 20- COMMENTS WAS GROUND WATER ENCOUNTERED? /v~ IF YES, AT WHAT DEPTH? Deplh to Waler After r~ Monitorino? -*' SLOPE 'SITE PLAN. oale~ 12 7 q~ Gross Net Depth to Net Reading Date Time Time Water Drop I 2~ ~/+ '~ 25' '4 3' ~o ,/~ PERCOLATION RATE / (mlnutes~mcl~) PERC HOLE DIAMETER TEST RUN BETWEEN ~' FT AND ~" FT PERFORMED BY: //~' ~ C/~/~)TL~ I ~ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES iN EFFECT ON THIS DATE. DATE: ~ '7 7 ~' ,~ 72-008 (Rev. 4/85) P 01055i0#010## TOO #iO01 $0 i005, InO. September 15, 1998 Daniel Roth, Civil Engineer On-Site Services Section Health & Human Services 825 L Street, Suite 502 Anchorage, AK 99501 White Stone Estates Condominiums Unit 6-Permit SW980284 Dear Mr. Roth: PTS, Inc., on behalf of the builder, is requesting the permit for Unit 6 of White Stone Estates Condominiums be modified to allow for a 5-bedroom house. The septic disposal field has been sized to account for a 5-bedroom house, and a septic tank has been installed in front of the Bicoycle. Modifications will be made to the Biocycle to allow for a 5-bedroom configuration. A revised site plan and detail sheet is transmitted with this letter. Calculations for the disposal field are provided in the table below: UNIT MAX. PERCOLATION APPLICATION ADSORPTION §0% RED, LENGTH GRAVEL RF FOR REVISED FLOW RATE RATE AREA OF AREA OF 5' WiDE DEPTH GRAVEL LENGTH BENEATH FOR BIOCYCLE TRENCH PERF. PIPE DEPTH OF ~' WIOE (GPD) (MIN/IN.) (GPD/SF) (SF) (SF) (FT) (FT) (FT) 6 750 27 .60 1250 625 125 4 .5 62.5 ALASKA PROPERTY DEVELOPMENT SPECIALISTS White Stone Estates Condomhfiunls Unit 6- Permit Revision 09/15/98 P.T.S., Inc. Page 2 If you have any questions, please call me at 561-6266. Sincerely, Professional & Technical Services, Inc. Dean A. Karcz, P.Efx)~ Vice President Enclosures ALASKA PROPERTY DEVELOPMENT SPECIALISTS ~6 RESERVE TRENCH 5' X 62.,,5' PRIMARY TRENCH 5' X 62.5' 'BLOC 6000 GAL. PVC @2~ PROPOSF~ I SITE PLAN UNIT 6 WHITE STONE ESTATES MANHOLE COVER; ,, / 3" INSULATION ON INSULA TED 1 SEPTIC TAN~ 1- 1~4" DIA. ~ PVC FROM 4" DIA, PVC, BIOCYCLE S = 2~ BIOCYCLE MO~E~ ~000 MOUND SURFACE TUBEMONITORING~ / FORDRAINAOE / NADVE SOIL ~ ~ ~C~ILL I ' NOTES I, GROUNDWATER DEPTH GREATER THAN 17' BELOW GROUND SURFACE, 2. BEDROCK GREATER THAN 17' BELOW GROUND SURFACE. ~. LENGTH OF PIT = 62.5~ SEO ONS 4155 Tudor Centre Ddve, Suite 103, Anchorage Alaska 99508 (907) 561-6237 fax: (907) 563-3813 July 13, 1998 Daniel Roth, Civil Engineer On-Site Services Section Health & Human Services 825 L Street, Suite 502 Anchorage, AK 99501 Re: White Stone Estates Condominiums Unit 6-Permit Dear Mr. Roth: This letter transmits the application for the well and septic system permit for Unit 6 of White Stone Estate Condominiums located on an unsubdivided tract of land south of Ptarmigan Boulevard in Eagle River. The legal description for the property is the East ½ of the Southeast ¼ ofthe Northwest ¼ of Section 17, Township 14 North, Range 1 West, Seward Meridian. The project proposes to construct nine (9) single family style units. Previous permit applications have been received by your office for units 1, 2, 3, and 4 and one (1) well and septic permit has already been issued for a home site on this development, proposed Unit 7. Transmitted with this submittal package will be permit applications for units 5, 6, 8, and 9. Test pits were excavated and percolation tests performed by Crowther Associates. Test Pit 10 has been utilized to design the drain field for Unit 6. Test Pit 10 was excavated to seventeen feet (17') and silty sand was encountered through the depth explored. No ground water was encountered in this hole, based on ground water monitoring. The percolation rate of 27 minutes per inch was used to size the drain field. A Bio-cycle system is proposed to be incorporated into the septic system for Unit 6, allowing the reduction of 50% of the required drain field area. The intent of the drain field design is to install a five-foot (5') wide drain field with a gravel depth of four feet (4') beneath the perforated pipe. The table below summarizes the calculations for the septic system drain field for Unit 6. ALASKA PROPERTY DEVELOPMENT SPECIALISTS Unit 6 07/13/98 P.T.S., Inc. Page 2 UNIT MAX. PERCOLAT[ON APPLICATION ABSORPTION S0% RED, LENGTH GRAVEL RF FOR REVISED FLOW RATE RATE AREA OF AREA OF 5* WIDE DEPTH GRAVEL LENGTH BENEATH FOR BIOCYCLE TRENCH PERF. PIPE DEPTH OF 5' WIDE (GPD) (MIN/IN.) (GPD/SF) (SF) (SF) (FT) (FT) 6 600 27 .60 1000 500 100 4 .5 50 The proposed disposal field for Unit 6 is not anticipated to have negative impacts on adjacent properties. The proposed drainage field is located greater than one hundred feet (100') from the eastern property line of this undeveloped tract. Surface drainage from the area around Unit 6 drains to the nm"thwest of the tract. Thank you for your prompt review of the application infm~nation. If you have any questions, please call me at 561-6266. Sincerely, Professional & Technical Services, Inc. Dean A. Karcz, P~I~ Vice President Enclosures ALASKA PROPERTY DEVELOPMENT SPECIALISTS "'~UNI 6 RESERVE TRENCH 5'X 50' OOM UNIT 6 TRENCH X 50' ~IOCYCLE ¢" PVC @2X / o TEST PIT BY O'IHERS · TEST PIT BY PTS [] CLEANOUT eAT. MONITORING 11JBE SITE PLAN UNIT 6 WHITE STONE ESTATES MANHOLE COVER; 3" INBULA TION ON I 4" DIA. FROM HOUSE, 1-1~4" DIA. S = 2~ -- PVC FROM BlOC YCL E BlOC YCLE MODEL 6000 MOUND SURFACE TuBEMONITORING~ / FORDRAINAGE _ / NATIVE SOIL BACKFILL 4.5' : ::/':'::" 't ;~ i:. ~ 4" PER~ PIPE NO TES 1. GROUNDWATER DEPTH GREATER THAN 17' BELOW GROUND SURFACE. 2. BEDROCK OREATER THAN 17' BELOW GROUND SURFACE. ~. LENOTH OF PIT = 50'. ~ ~X~ ......... ;..~ ~'m~~"'~" .......... ~'~"'"~?m'. SEOTIONS ~ ~EAN A, KARCZ ~ .. ~,~. UNIT 6 · ,~... ~..._~- WHITE STONE ESTATES '*~-~r~sst~*~ "~ ~,~ PERFORMED FOR: LEGAL DESCRIPTION: 2 3 4 7 I0 1:2- 13- 14.- 16- 18- 20 Municipality o! Anchorage. DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L' Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST Township, Range, Section: SLOPE WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT SL DEPTH? ~ pO E Depl~ lo Water Alter., Monitoring? /Y~,n,~' Date: SITE PLAN Gross Net Depth to Net Reading Date Time Time Water Drop lZr lq m ,n;# 18%" PERCOLATION PATE ~ 7 (m~nutes/mch) PERC HOLE DIAMETEP -- TEST RUN BETWEEN ~' FT AND ~ FT ¥ PERFORMED BY: ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE, DATE: 7/~'//~/~'~ 72-008 (Rev, 4/85) PROPERTY OWNER AGREEMENT FOR ~ MAINTENANCE OF AN ON-SITE WASTEWATER DISPOSAL SYSTEM This agreement, dated July 1 6th 199_8_, is made between the Municipality of Anchorage Department of Health and Human Services (DHI-IS) and the property owner(s) of: White Stone Estates Condominiums Unit 6 located at: _East 1/2 of the Southeast 1//L,.og the Northwes~ 1/4 of Section 17, Township 14 North, Range 1 West, Seward Meridian. This agreement is made for the purpose of malnta~g an on-site wastewater d~posal system on the subject property. The property owners agree to th, e following: Submit to the Murficipslity of Anchorage, on an annual basis, an inspection and operation statement from a registered professional engineer. This inspection and . operation statement shall verify that the engineer has inspected all effluent and air pumps, timers, and alarms, and that any deficiencies have been repaired and that the system is functioning as designed. (Signature) /U/, ~ ~y~~/~/~_~5) ,/~ ~. (Signature) ................................ Notarize Here ........... t- .......................... ~,~ '~h~~- p,rsonally app,ared before mJ ' ' - ,~ who is personally knovm to me whose identity I proved on the basis of whose identity I provdd on the bath/affirmation of , a credible witness and he/she acknow~adg~d that he/sh~j~ghed it. .- My commission expires ~//~7/~ ~ CAI!CEL ELECTIIiC INC. · ' 1O4~0'FIN~YCIR, '. ANCHORAGE, AK. Ak. 99577-347[ ~ode,'[~ ¥o~ have any ~tiene p~eaee give