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Home My WebLink AboutSUSITNA VIEW ESTATES BLK 3 LT 10Susitna View Estates Block 3 Lot 10 020-091-28 EXPIRED PERMIT LOT 10 BLOCK 3 HAS 45,090.00 SQ.Ff. OF AREA USE ZO A BY PR ED 1 Date All work shall done as shown on th s plot plan. Ap rOv d plans and specifications shall not b Chang , modified or �Itered withoU t f' st obtaini a The location of the struIfuw _(s)as shownEjS1J r ' , ord dr,- YIIfi�Lgg, (as -b ilt, Cmpi e it itie,21, ANC. By: ; 11 PRIVATE ROAD N 90'00'00" E 77.83 CURVE TABLE CURVE DELTA I RADIUS I LENGTH C1 31-49,31-1 180.00' 1 99.98' Slaymaker Construction ILaVc 10 Engineering & Surveying, Inc. 3336 9330 Vanguard Drive, Suite 203 Anchorage, Alaska 99507 Drawn (9071 562-6050 DLM/ ti GRAPHIC SCALD I Inch = 40 Feet 40 10 0 M 20 40 s0 1" = 40' Lot 10 Block 3 As—Built 2500898 SUSITNA VIEW ESTATES Field Book SUBDIVISION 215 I hereby certify that the property described hereon has been surveyed by me, or at my direction, and that the improvements situated thereon are within the property lines and do not overlap or encroach on the property lying adjacent thereto unless otherwise shown. That no improvements on the property lying adjacent thereto encroach on the premises in question and that there are no roadways, transmission lines or other easements on said property except as shown. It is the responsibility of the owner or builder, prior to construction, to verify proposed building grade relative to finish grade and utilitt connections and to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. Listed distances prevail over scaling. Reproduction may cause distortion. OF A4 'It 49 TI. 0 / 4' !.............................QOF :: CHARLES E. FORGES ° ,o y•. LS -7326 J` AVA 4WIL Hagor,Vark Begich July 13, 2005 Alimicipaliiy Of Anchorage 11.(). 1lox 19(XV-A • Anchorage, Alaska 99;519.65650 • Telephone (907) 333-9401 • rax (!2)7) 333.822 37(10 nrugarc Slrecl • Anchorage, Alaska 9!)5(17 Patricia Kurth 17041 Aries Court Anchorage, AK 99516 U11W.nn aLorg Building Safcty Division Subject: On -Site Water and/or Wastewater Permit. Permit Number: SW040367 Legal Description: Susitna View Estates Block 3 Lot 10 Dear Ms. Kurth: An On -Site Water/Wastewater Permit, number SW040367, issued by this office for a single-family system, will expire on August 30, 2004. The permit is valid for 365 calendar days. If this was a well permit and the well has been drilled, a well log must be sent to this office for documentation of the installation and to close the permit. If this permit was for a wastewater disposal system, an original as -built inspection report must be sent to this office for review, approval and documentation. This as -built inspection report must be signed by the licensed Professional Engineer who inspected the installation of the system. As -built inspection reports are required to be submitted within 30 days of the completion of the system. If no system was installed under this permit, and you are still planning to install a well or wastewater disposal system, a new permit must be obtained from this office. A new permit for a second year may be issued for a fee of $115.00 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: $460.00 for a wastewater permit and $175.00 for a well permit. If you have any questions, please call this office at 343-7904. Sincerely, Daniel J. Roth Program Manager On -Site Water and Wastewater Program Enc: Copy of permit Community, Security, Prosperity ALPINE DRILLING & ENTERPRISES Permit Number: 4SR'040367 Date of issue: 8-30 4 Parcel Identification Number: 020_031-28 Dsic Started: 5 19-05 Date Completed: 5-20-05 Is mcli located at approved permii lucation•? , J Yes v leo ttsitna View Esto es E /0 Lexal Description: �- Property Owner Name & Address: Patricia7041 Rhes Court Anrhnrace. Alaska 99511 Borehole Data: Depth (f►) soil Type, Thickmess &water Strata Flom To stick-up 0 2 cobbly gravelly silt 2 39 silfv gravel 39 66 bedrock 66 326 H2O 2B0 320 t. Alethod of Drilling ❑ air ratan.• [I cable tool Casing type: Sreet NI'all Thickness: 250 inches Diameter: 6 inches Depth: f_9 feel t Liner Type: Ij Diameter: inches V pth: fuel Casing stickup above ground. 2 feet Static water level (from ground level): 21 feet ' Pumping level. 326 feet after 2 hours pumping 7 gpm Recovery Rate: 7 @rm Method of Testing: 2lr9 Well Intake Opening Type: ❑ Open End ® Open liole ❑ Screened Stan feet Stopptd feet ❑ Pcrforationt Startfeat S"i"I"'tfat Grout Type: hen;nnite vratgdet Volume: I fsv Depth: Start 0 feet Stopped 7 feet Pump: Intake Depth feet Puma size hp Bmnd Nary,:' _ Well Disinfected 11pon Completion" Ye- Ll No _ method of Disinfection: Comments: Well Driller: Alpine Drillirg & Enterprises p0 Box 110496 Anchorage AK 99511 log tl:^ ro^-^)' o::rem a '�hia 30 d: )s of -oT k lttioa erd the propertj Atttr.'.ica: 'flet w-11 & !!-,r sha!', pro•:idc a ► ,� - P, rte^ t` 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 ONSITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Renewal Permit Number: SW040367 Date Issued: Aug 30, 2004 Expiration Date: Aug 30, 2005 Parcel ID: 020-091-28 Legal Description: SUSITNA VIEW ESTATES SUED. BLOCK 3 LOT 10 Design Engineer: 0014 Anderson Engineering Site Address: 17041 ARIES COURT Owner Name: PATRICIA KURTH Lot Size: 45090 SO. FT. Owner Address: 17041 ARIES COURT Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE. A 99516 - This permit is for the construction of: 0 Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy ❑✓ Private Well ❑ Water Storage All construction must be In accordance with: 1. The attached approved design. 2. All requirements specked in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72 ) and Drinking Water Regulations (18AAC80 ). 3, The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Date: 1610L Date: RA-Ahlott r 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/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcell.D. 0;�Zn^M%—'91 Permit Number SWD3033S Property Mailing address (1 Mailing address Legal descriptiot Legal descriptioi , phone Lot Size LA5610 Acres/Sq.Ft. Number of Bedrooms THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ 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. :; Z/ (Signature of property owner or authorized agent) Permit Fees: // S eZ Waiver Fees: Date of Payment: B691) Date of Payment: Receipt Number: 30 Receipt Number: (Rev. 12/00) MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water d Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 <IZctI rvw (1. ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Permit Number: SW030335 Date Issued: Aug 27, 2003 Expiration Date: Aug 26, 2004 Parcel ID: 020-091-28 Legal Description: SUSITNA VIEW ESTATES SUBD. BLOCK 3 LOT 10 Design Engineer: 0014 Anderson Engineering Site Address: 17041 ARIES COURT Owner Name: PATRICIA KURTH Lot Size: 45090 SO. FT. Owner Address: 17041 ARIES COURT Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE. A 99516 - This permit is for the construction of: ❑✓ Disposal Field E Septic Tank ❑ 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 (1 BAAC80 ). 3, The engineer must notify DSD at least 2 hours prior to each Inspection. Provide notification by catling (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, seated, and heated to prevent freezing. Received By: Issued By: Date: 8 '77- 03 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.cl.anchorage.ok.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING ZD Rvs� Parcel I.D. 0 0A1 A Permit Number BYE- Property W Property owner(s) Fatricia Kurth Day phone 5.f 3-7608 Mailing address (1)17041 Arl&A Court Anchorage, AK 99516 Mailing address (2) Zip Code Legal description (Lot, Block & Sub'd.) i of iC Biock n cimsitna Virw 15ates a„tiet„ iston Legal description (Section, Township & Range) Lot Size 40170 Acre q.Ft. Number of Bedrooms Four (4) THIS APPLICATION IS FOR: ❑ Sewer Only ❑ Well Only Sewer and Well ® Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ 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. E (Signature of property owner or authorized agent) Permit Fees: M Date of Payment: Receipt Number. (Rev. 1200) Vy2#3-0 prpvrT )SD °'waiver Fees: _ RNSH 119 (1I pS Date of Payment: 4 6 7j I Receipt Number. ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 August26,2003 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: Lot 10, Block 3, Susitna Sunset Subdivision Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer: The owner of Lot 10, Block 3, Susitna Sunset Subdivision intends to construct a four- bedroom home on the lot. We are therefore requesting a permit be issued for the construction of a new well and septic system to serve the new home. The attached Site Plan and backup documentation identify the location and configuration of the new well and proposed septic system. Also identified on the plans are the locations of the well and septic systems on the adjacent properties. Drainage arrows are shown indicating the current patterns. The drainage patterns will be maintained after construction. The test holes placed on the lot indicated silty sand with varying amounts of gravel in the area of the new absorption trench and alternate site. The percolation rate for this material is between 12 and 15 minutes per inch. No groundwater was found during placement of the test hole and none has been noted during the monitoring period. We are therefore proposing to place a new 1,250 -gallon septic tank and a 47' long by 3' wide by 8' effective depth absorption trench to treat the effluent generated in the house. The elevation of the distribution line in the absorption trench will be 3' below the surface and the total depth will be 11'. The ground surface on the lot slopes at varying grades from east to west with an abrupt drop off near the eastern lot line toward Aries Court. The trench will be constructed more than 50' from the steep drop off and parallel with the slope as much as possible in conformance with Municipal requirements. The new septic system will be constructed a minimum of 100' from the proposed well on the lot and the existing wells on the adjacent lots. It will also be constructed a minimum of 100' from any surface water in Lot 10, Block 3, Susitna View Subdivision August 26, 2003 Page Two the area. If the system is constructed in accordance with our design the following statements apply: 1. The system, if constructed as designed, will have no adverse impact on the wells in the area or those to be constructed in the future. 2. The system, if constructed as designed, will have no adverse impact on existing septic systems in the area or those to be constructed in the future. 3. The system, if constructed as designed, will have no adverse impact on reserve space, either surface or subsurface, on any lots located in the area. 4. The system, if constructed as designed, will have no adverse impact on drainage patterns in the area. The current drainage pattern will be maintained. Sincerely, Michael E. Anderson, P.E. Attachments l 49th MICHAEL E. ANDERSON II, No. CE -43" j 8 R R a) I S 6 4 R 0000 WR 8 � "W $ '9' R 7a 00 � 7 top iu.15 0 8 z30.� 8 I R 8 " 1 I 3 9 la °r��` R ❑ ��5 "' 0LU i `� I L 10 I ` _? A N11N.-: •J OF 7� "'' A� AREA MAP MICIMELE�NOE0.9d1 �� SCALE 1' - 100' No. CEa l •,`'�Ess"�1P' e;r 43 49th oo. r} 10 5% 47"Long x 3' wide x 8' Effective Depth Absorption Trench Four Bedroom Home I E PLAN CAl.E T - li0' LOT 10, BLOCK 3, SUSITNA VIEW ESTA Altema Site ® TH1 77.83 U 5%' i ® TH2 1,250 Gallon Septic Tank IE m N IV) M r 0 N 77.83 LOT 10, BLOCK 3, SUSITNA VIEW ESTATES SUBDIVISION DESIGN FACTORS: SYSTEM REQUIREMENTS: Four Bedroom Home Deep Trench System Perc. Rate: 12 MinAnch 1,250 Galion Septic Tank Application Rate: .8 GPD/SF 8' Drainfield Rock 600 GPD/.8 GPD/SF ((Appplication Rate) = 750 SF Absorption Area 750 SF/16 SF/LF = 4$.9 LF Trench Length THEREFORE: Construct a 47' Long x 3' Wide x 8' Effective Depth Absorption Trench. Flow Line Elevation in Trench to be 3' Below Original Ground Surface. Total Depth to be 11' Below Existing Ground. Maintain 100' Separation From Well on Lot and in the Area. Place 2' of Direct Bury Insulation and 2' of Fill Over Absorption Trench or Provide Minimum 3' of Cover to Prevent Freezing. 4' of Cover Over Septic Tank. Natural Backfill 2'6• Geotextile Fabric 6• 4' Perforated PVC (Holes Down) 8100 I I zl-� Drainfield Rock 3' DEEP TREN NOTE: Grade Area Over Trench to Drain Away. Minimum 6' Separation From Bedrock. Minimum 4' Separation From Groundwater. Minimum 100' Separation From Well on the Lot. Minimum 100' Separation From Surface Water or Streams. MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT/ON-SITE WATER AND WASTEWATER PROGRAM 4700 SOUTH BRAGAW STREET ANCHORAGE, AK 99519-6650 SOILS LOG - PERCOLATION TEST PROJECT #: PERFORMED FOR: Patricia Kurth LEGAL DESCRIPTION: Lot 10 Block 3 Susitna View Estates TEST HOLE # I SY. NET TIME PT/OG 4 Start 8/22 2:12 2 1 2:42 30 8' 3- Recharge 2.43 10.5" 4- 4 3:13 30 8' 2.5' Recharge 3:14 10.5' 5 5 �• 344 30 8 6:;: :. •., Silty Sand " Some Gravel - SM :'... i 8 10 ti Becoming More Silty 12 13—��} 49th 14 S_ .f r.f�'tit! WAS GROUNDWATER ENCOUNTERED? IF YES, WHAT DEPTH? DEPTH OF WATER AFTER MONITORING: ,~-_ DATE: �I p'• 1 ticwR c uotRsaw 15 • ter.... �� pBOfESS10N 16 BOH - 18' eeaaaaa��s F i No S L P None E 8/26/2003 DATE PERFORMED: 8/22/2003 SITE PLAN Aries I/ Court TH140 TH READING DATE SY. NET TIME DEPTH OF WATER 4 Start 8/22 READING DATE GROSS TIME NET TIME DEPTH OF WATER NET DROP Start 8/22 2:12 10.63- 1 2:42 30 8' 2 63' Recharge 2.43 10.5" 2 3:13 30 8' 2.5' Recharge 3:14 10.5' 3 344 30 8 PERC RATE: 12 MIN./INCH PERC. HOLE DIAMETER: TEST RUN BETWEEN 6 FT. AND T T. COMMENTS: Test Hole Pre Soaked Prior to Test. TEST PERFORMED BY: MEA I, MICHAEL E. ANDERSON, CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES ON THIS DATE: 8/26/2003 MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT/ON-SITE WATER AND WASTEWATER PROGRAM 4700 SOUTH BRAGAW STREET ANCHORAGE, AK 99519-6650 SOILS LOG - PERCOLATION TEST PROJECT #: _ PERFORMED FOR: Patricia Kurth LEGAL DESCRIPTION: Lot 10 Block 3 Susitna View Estates PT/OG 7 ;.,•x 8 9 10 fq.: 17 L•' TEST HOLE # 2 Silty Sand Some Gravel - SM SLOPE WAS GROUNDWATER ENCOUNTERED? No sr. IF YES, WHAT DEPTH? DEPTH OF WATER None Becoming More Silty AFTER MONITORING: _—assu..- DATE: 8/26/2003 BOH - 17' S 0 E DATE PERFORMED: 8/22/2003 SITE PLAN Aries )/ Court TH1® TH sti NET TIME DEPTH OF WATER 4 Start 8/22 2- 11.13" 1 3:3S 30 9" 2.13" 3- 34 336 4— *., • , 2 4:06 30 9.25' 2" Recharge 4:07 5 11" 3 4.37 30 7" 7 ;.,•x 8 9 10 fq.: 17 L•' TEST HOLE # 2 Silty Sand Some Gravel - SM SLOPE WAS GROUNDWATER ENCOUNTERED? No sr. IF YES, WHAT DEPTH? DEPTH OF WATER None Becoming More Silty AFTER MONITORING: _—assu..- DATE: 8/26/2003 BOH - 17' S 0 E DATE PERFORMED: 8/22/2003 SITE PLAN Aries )/ Court TH1® TH READING DATE sti NET TIME DEPTH OF WATER 4 Start 8/22 READING DATE GROSS TIME NET TIME DEPTH OF WATER NET DROP Start 8/22 305 11.13" 1 3:3S 30 9" 2.13" Recharge 336 11.25" 2 4:06 30 9.25' 2" Recharge 4:07 11" 3 4.37 30 7" FERC RATE: 15_ MIN./INCH FERC. HOLE DIAMETER: 6" TEST RUN BETWEEN 5 FT. AND 6 T. COMMENTS: Test Hale Pre Soaked Prior to Test. Same Material as Test Hole No 1. TEST PERFORMED BY: MEA I, MICHAEL E. ANDERSON, CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES ON THIS DATE: 8/26/2003