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HomeMy WebLinkAboutT15N R2W SEC 25 LT 23T15N R2W Sec 25 Lot 23 #051-281-28 Municipality of Anchorage '` ;•'' Development Services Department - Building Safety Division .. OnSfte Water and Wastewater Program, 4700 Bragaw SL P.O. Box 196650 Anchorage, AK 99519-6650 Page 1 of 2 www.cl.anchorage.ek.us (907)343-79D4 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. SWO50415 PID Number. 051-281.28 7EFF AND JANET BRMD Wastewater System: ® New ❑ Upgrade Adaes• IFF DRIVE ABSORPTION FIELD vHar µ °i «aeaOgM O Deep TI«rl, ® Shag" Tt«M O Bed 0 Mount O oerr LEGAL DESCRIPTION Sa R«.q TOM DOM kcmwiipwWeo• 1.2 GPD*e 7.8 Ft. 11 a Loi 516"w Depen to ppe bm mcan ap.W V-d• GrevW deptll o•n•am ppe 23 T15N R2W SEC. 25 LOT 23 3.8 Ft. 4 Ft TOW10 p Rapp sawm Fa.m•d.e oVwiy a Gl"L ' «vm15N 2W 7r% 0.5 Ft. 50 Ft. Well: New Upgrade Gnv«endA. Nu Of. Di•i� w•n lne• 5 Ft. 1 0 FL o Cle••Alotwt 1pm e.A 9. C). TOW D•Pn_ ca••dto TOM absorpa wmi, Ppe PRIVATE 50 Ft. 1 50 FL 500 FP ASTM-3034 D'*W Doe Dniw Siam WI«Lev« YWell•r DNS YIN«Nd COLE SULLIVAN 51912006 1 35 FL SOUTHFORK CONST. 5!1012006 YWd 20 Pulo s« el 38 C.•.q hogN Move G,and 2 TANK GPu Ft. FL SEPARATION DISTANCES ® Septic ❑ Holding ❑ S.T.E.P. ❑ Other. To Septic Absorption Lift Holding ubiwiprivate - w b From Tank Field Station Tank seer une ANCHORAGE TANK 1250 Gr wan +108 +100 - ,- _ L1.1«W STEEL H,nme. a cary.n.w.. 2 S,.r.w«« +100' +100' — — LIFT STATION Lot Lk* +5' +10' — — �• NO LIFT Fourido n +5' +10' — — 'Poop an' level « 11u Otr1•vel ■ Hpn w«« ««m0 ti N M. Corm DnWi +50' +50' — —7L\ Pump Looe & Mb EMcelui aupecaan• p«tonrrd of R«n«b' BENCH MARK Louuan w De.apom BOTTOM OF DOORWAY u.rrd I".b 100 FL Inspections performed by: CHRISTOPHER WOOD Dates: 1" 519/2006 2^° 5110/2006 Development Services Department Approval` 9 Conditional Approval Date: } OWZr pMER R.1N00D Reviewed and approved by: I Date: 12- 23 -0 ����.�.'..•� Itt« owd) Permit No. SW050415 Page 2 of 2 Municipality of Anchorage DEVELOPMENT SERVICES DEPARTMENT ON—SITE WATER & WASTEWATER PROGRAM 4700 SOUTH BRAGAW STREET P.O. BOX 196650, ANCHORAGE, AK 99519-6650 On—Site Wastewater Disposal System and/or Well Inspection Report Legal Description: OW T15N R2W SEC. 25 LOT 23 BASE OF HILL ivc�1, BX. I TANK I�1 T I 1251 I HOUSE I I \ Al I 5'X50' I RESERVE SITE 051-281-28 Lot 23 I N 89'56'00"W SONG TIES ' O - CLEANOUT I . C 12' 39.7' - WELL n BASE Dr DOORWAY ASSUMED ELEVATION - 100' 12/4/2006 I— Z W M W ORIGINAL GROUND V) • Q LEVEL AT, 97.7 w J Z Q 3 O F- O L0 OW T15N R2W SEC. 25 LOT 23 BASE OF HILL ivc�1, BX. I TANK I�1 T I 1251 I HOUSE I I \ Al I 5'X50' I RESERVE SITE 051-281-28 Lot 23 I N 89'56'00"W I I ' O - CLEANOUT I . SCALE 1'-40' —0 - WELL L------------------ - -•r- ------ 50' R.O.W AND UTILITY EASEMENT MT -1 .5' FILL MT -2 \ TH-1 0 �F ... o�P . q93.9 4.4 3.5' YPA O �:• g •:i -93.9 . • o o o �:. 0............ 94.6 [.411GRAVEL ' . o c NO .W.T. �CHRISTOPHER R. WOOD •, •o '' • P o o, 89.9 81.7-dQQO�f • CE -10387 901 . BOTTOM OF T.H. �0� 0''••...o 89. 04p� OFE551tl o N 89'56'00"W O - CLEANOUT - WELL n BASE Dr DOORWAY ASSUMED ELEVATION - 100' 12/4/2006 ELEVATIONS ORIGINAL GROUND • — MONITOR TUBE (NOT TO SCALE) LEVEL AT, 97.7 ENGINEER'S SEAL MT -1 .5' FILL MT -2 \ TH-1 0 �F ... o�P . q93.9 4.4 3.5' YPA O �:• g •:i -93.9 . • o o o �:. 0............ 94.6 [.411GRAVEL ' . o c NO .W.T. �CHRISTOPHER R. WOOD •, •o '' • P o o, 89.9 81.7-dQQO�f • CE -10387 901 . BOTTOM OF T.H. �0� 0''••...o 89. 04p� OFE551tl o Nov 07 06 03:12p Jim Sullivan 907 p.l Development Services Department Building Safety Division 'y♦ Y4i On -Site Water & Wastewater Program o <, 47o P.O.O Box Box 196650650 n MarkBegich Anchorage, AK 99519-6650 Mayor ".Muni.org/onsile (907) 343-7904 Pump Installation Log Nell Drilling Permit Number: SW Osbw5Date of Issue: _ ParrA I,lPnt4fratimi Number- 0571'918I Z6 - Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. Property Owner Name & Address: Legal Description Pump Installation Date: 9 eloh Pump Intake Depth Below Top of Well Casing: 39 feet PumpManufacturcesName: 67ey5fr Pump Model: IyBF2. SD 57— Pump Sue �� by Pitless Adapter Burial Depth: tO feet Pitless Adapter Manufacturer's Name: Pitless Adapter installer: U 1C Well Disinfected Upon Completion? P Yes ❑ No Method of Disinfection: Comments: Pump Installer Name: Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. �ertifieb Oritting 'Loy . by ooc co. db. SULLIVAN WATER WELLS P.O. BOX 670272, CHUOIAK, ALASKA 99567 *TELEPHONE US -2759 OF LAND: �% I_ �F 4 Jtfa 9 % /34M..)/O ADDRESS: LEGAL DESCRIPTION: k A W res, a5" T- a? 3 DATE ��4�0 b PERMIT NUMBER: O a9 Date of Issu0_ e -A --Q.S TAX IDENTIFICATION NUMBER: d6P/ -. IF Is well located at approved permit location? C.YeT O No Method of Driing: bar rotary O cable tool Depth of well: O Casing Type r ''"L wail Thickness d!5' Inches i Diameter Inches, depth SA feet Liner Type: ")O.lc Casing Stickup Above Ground: �''' feet Static Water Level: 3 S~ feet Recover Rate: _ u gpm Method of Testing: 014 Well Intake Opening Type: &open end O open hole O Screened-, Startfeet Stopped feet O Perforations Start -iftoppedfeet Grout Type: �3c^'' Irdi Volume - '72 td.3 Depth: from L7 feet, tofeet Well Disinfected Upon Completlon?4arl�O No Method of Disinfection: C f%-wf-AiS sd ///-"- Comments: Grp MJ r �- ,f�,�..t�.t,tJE� Driller's Name _ COL.0 Ca" iJdoj ATTENTION: It Is the responsibility of the property owner to submit a copy of the wail log to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. MatSu Borough - Department of Environmental Conservation. ` ASBUILT SEWARD & I HEREBY CERTIFY .THAT I HAVE SURVEYED THE SCALE: „ FOLLOWING DESCRIBED PROPERTY: � teT z3 far rsTisNyzw AND THA{NO FNCRO,(CHMENTS DATES EXIST EXCEPT AS INDICATED. IT IS THE RESPONSIBILITY OF THE OWNER TO DETERMINE TH.!:.EXISTENCE OF ANY GRID: EASEMENTS, COVENANTS, OR RESTRICTIONS .vtv�s3 WHICH DO NOT APPEAR ON THE RECORDED SUBDI- VISION PLAT. UNDER NO CIRCUMSTANCES SHOULD FB` ANY DATA HEREON BE USED FOR CONSTRUCTION OF FENCE LINES, OR FOR ESTABLISHING BOUND- ARY LINES. DRAWN Off• ACgS�O Dvee. Merk S.wud / r MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water B Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ONSITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Permit Number: SWO50415 Legal Description: T15N R2W SECTION 25 LOT 23 Design Engineer: 0848 Eagle River Engineering Services Owner Name: JEFF & JANET BRAND Owner Address: 21419 LOWLAND AVE EAGLE RIVER. AK 99577 - Date Issued: Nov 02, 2005 Expiration Date: Nov 02, 2006 Parcel ID: 051-281-28 Site Address: NHN KAMIKOFF DRIVE Lot Size: 108900 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: M 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 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. Date: /11031Q5 Issued Bye I fT'" Date: Il z o Municipality of Anchorage Development Services Department �IBuilding Safety Division On-Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ek.us (907) 343-7904 ON-SITE SEWERMELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 0,-T/ - �2 8) - 12ff Permit Number SW Property owner(s) t kq Aj . /a.P-Lef —&ra.ncl Day phone 6,4W- Mailing ,4W-Mailing address (1) ZI +f t Cl Mailing address (2) Nkyn! /<'HM1wegF /Z- Zip Code 1995-71-'ISR4 Legal description (Lot, Block & Sub'd.) TfsAj 3.3 Legal description (Section, Township & Range) T 15/J ;-5 Lot Size JI)R. C100 Acres� . Number of Bedrooms -1 THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well ell Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ certify that the above Information is correct. I further certify that this application is being made for a Single Family Dwelling and is ig accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit Fees: �7 Waiver Fees: Date of Payment: /0 's- Date of Payment: Receipt Number: —� 5 �'%—(, 7I-1t1L Receipt Number: (Rev. 12100) — 7— Eagle River Engineering Services Christopher R. Wood, P.E. 10421 VFW RD. Suite 201 Eagle River, AK 99577 October 27, 2005 Dan Roth Manager, On -Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: T15N R2W SEC 25 Lot 23 Narrative & Permit Application Dear Mr. Roth: (907) 694-5195 tel (907) 694-3297 fax Eagle River Engineering Services (ERES) was contracted to design a 4 bedroom well and septic system at the above referenced property. A test hole and soils percolation test has yielded excellent, clean, well graded sand with a percolation rate of faster than 1 minute per inch, and no water table. The soil type appears adequate to support a primary and replacement 4 bedroom septic system. The proposed 4 bedroom septic system and well will have very limited impact on adjacent properties for the following reasons: 1. The surrounding lots are large, so there is room for wells, septic systems and alternate sites. 2. Immediate neighboring septic systems are all +20' distance, and no private (or community) wells within 100' of the proposed septic system. 4. Drainage will not be affected and is not a major consideration in our design. Installation of this 4 bedroom upgrade will not adversely affect the wells or septic systems or reserve areas on adjacent lots. If you have any questions please call our office at 694-5195. Sincerely, EAGLE RIV7ENE �r SERVICES C istopher R.. Principal \200M54 I OSEMCNARRATI V E z w m Li a w 7 F z Z a 3 0 0 uT F- 0_ O z N 89'57'00"W 328.0' \ SEPTIC +30' \, J J J RIDGE J I vno RESERVE SITE I •: • •• I I t I \ L------------- ------ '•'��iv 50' R.O.W AND UTILITY EASEMENT \ WELL +200' '. SEPTIC +36 PROPOSED WELL I; WELL +200' SEPTIC +30' F - Of O z BASE OF HILL INSTALL NEW ® i r•. ��� 3•X50\TRENCH �J--- • - MONITOR TUBE -T—;:-NEW y MIN /' Lot 23 A' ° / 3. NO SEPTICS WITHIN 30' UNLESS NOTES ®TANK S. MIN 4. NO WELLS WITHIN 200' UNLESS NOTED PROPOSED\y " \ HOUSE i moo I vno RESERVE SITE I •: • •• I I t I \ L------------- ------ '•'��iv 50' R.O.W AND UTILITY EASEMENT \ WELL +200' '. SEPTIC +36 PROPOSED WELL I; WELL +200' SEPTIC +30' F - Of O z WELL LEGAL: T15N,F OWNER: JEFF CONTRACTOR: JOB# 05-110 SEPTIC 2W,SEC25, LOT BRAND UNKNOWN DATE: 1 SITE PLAN , 23 i 1k ?1/05 1 SCALE 1"=50' EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 EAGLE RIVER, AK. 99577 (907) 694-5195 FAX: (907) 694-3297 OF �I.-... y.,. .. .CHRISTOPHER R. WOOD. CE -10387 � 1►.RO`ESSION N'��• N 89'56'00'W ® - TEST HOLE — — - EASEMENT 1. NO SURFACE WATER +100'. • - MONITOR TUBE - PROPOSED LEACH FIELD 2. NO KNOWN CURTAIN DRAINS 0 - SEWER CLEAN OUT - EXISTING LEACH FIELD 3. NO SEPTICS WITHIN 30' UNLESS NOTES + - WELL ©- ORNEWAY 4. NO WELLS WITHIN 200' UNLESS NOTED WELL LEGAL: T15N,F OWNER: JEFF CONTRACTOR: JOB# 05-110 SEPTIC 2W,SEC25, LOT BRAND UNKNOWN DATE: 1 SITE PLAN , 23 i 1k ?1/05 1 SCALE 1"=50' EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 EAGLE RIVER, AK. 99577 (907) 694-5195 FAX: (907) 694-3297 OF �I.-... y.,. .. .CHRISTOPHER R. WOOD. CE -10387 � 1►.RO`ESSION N'��• Eagle River Engineering Services Christopher R. Wood, P.E. 10421 VFW Rd. Suite 201 (907) 694-5195 tel Eagle River, AK 99577 (907) 694-3297 fax SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM LEGAL: TISN R2W See. 25 Lot 23 October27,2005 A. GENERAL 1. The well and septic plan is for a 4 bedroom single family residence only. 2. The drawing and or site plan shall be apart of this specification. 3. All materials and workmanship shall meet the Anchorage Department of Health and State Department of Environmental Conservation requirements. 4. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer. 5. All excavations and depths are advisory and are to be verified in the field by the contractor to meet Municipality of Anchorage, Department of Environmental Conservation requirements. 6. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any adjacent multi -family wells. 7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. 8. Any remaining open test hole excavations shall be filled and monitor tube removed. B. SEPTIC TANK 1. The sewer piping from the house shall be 4" PVC 3034 laid at 2% grade maximum — 1% minimum and insulated with 2" of burial foam if shallower than 3 ft, with 2 ft. minimum. 2. Septic Tank shall be a minimum of 1,250 gallon tank of MOA approved construction, insulated, or place with 4' of soil cover, min. C. DRAINFIELD 1. The drainfield is to be placed as shown on the site plan. Contractor shall take extreme care ensure that I O'separtation distance is maintained between the house and from the lot line. 2. The bottom of the drainfield excavation shall be level, plus or minus 1.5", prior to placing gravel. 3. The total depth of the drainfield excavation shall not exceed 10 il. at any point in relation to natural ground surface. 4. The drainfield gravel shall be covered with typar fabric material. 5. Soil or a combination of soil and extruded board insulation to at depth of 3' or equivalent is to be placed over the leachfield. 6. The area over the drainfield is to be finish graded or mounded to prevent ponding of surface water runoff. 7. The septic tank and leachfield must not be closer than 100' to any existing private well, 150' to any Class "C" well, or 200 feet to any community well. C:\Documents and Settings\lTmer\My DocumentsTocal Job Copies\05.1I0drainficid- spec.doc Eagle River Engineering Services Christopher R. Wood, P.E. RECOMMENDED LEACHFIELD DIMENSIONS: TOTAL DEPTH - 10' GRAVEL DEPTH = 4' under pipe, 2" over pipe (3.5' total) DRAINFIELD LENGTH =50 DRAINFIELD WIDTH= 5' SOIL RATING= 1.2 GPD/le BEDROOM CAPACITY= 4 total SEPTIC TANK = 1250 gallons min. Twenty-four (24) hours notice required for all inspections CADocuments and Settings\OwneMy Documcnts\Local fob Copies\05-110drainfield- spec.doc Municipality of Anchorage Development Services Department Building Safety Division • a1 On -Site Water and Wastewater Program 4700 South Bragaw SL P.O. Box 196850 Anchorage, AK 99519-8650 Ipme.d.enchoraae aI us (907) 343.79D4 Soils Log - Percolation Test Performed For. TEFF RVAII iN , Date Legal Description: 1 15f ) IS? LaT 23Township, Range. Section: ,SfT �'L t../ SL"C? S Skops Sits 01n. Depth V a.Wi 5 rj vi I C\RAi WELL, 0AbEb SA N 1 s- - 17- BvrivM or NOLO flu 1410 18- f.10 sctPvC-rc 19 - COMMENTS WAS GROUND WATER IN ENCOUNTERED? AJO IFVES.ATWMTOEPTH7 ■n�I Depth toWsterAher loin 111111M Moneodng7 lU0l1Lr PE r .r am "NE I 1-10 aim :lr R. INN 3 ■��1�����INN d , 2 ME 11111 S IN���������I 2 S DR •r WAS GROUND WATER Data ENCOUNTERED? AJO IFVES.ATWMTOEPTH7 8 — L Depth toWsterAher o Moneodng7 lU0l1Lr PE Date: OCT !r, �..• Reading Data Gross Time Net Time Depth to Water Net Drop 1 1Zo/U j 3.'l5 P^1 p r .r Z :lr R. 6 •t 3 d , 2 A .� / r, U S 2 S DR •r PERCOUTION RATE �/ -7 -11. ..LZ uYlMtltN •� TEST RUN BETWEEN FT AND S! FT PERFORMED BY: _CHPJ S i �prj� I Y�.�•>/CERTIFY THAT / PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE, ATE1H 1 p9 ZTEST An S EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 Eagle River, Alaska 99577 (907) 6945195 ERES Project No.: 04.110 Calculated By: CW Date: 10/05/2005 Legal: Lot 23. TI 5N R2W Sec. 25 TEST HOLE 2 Single Family 4 Bedroom Dwelling Primary System Shallow Trench SuMuface Wastewa er Disposal Field Water use at 150 gallons per bedroom = 600 gallons Percolation rate = Wastewater application rate s 1 1.2 minutes per inch gallons per day per square foot Required absorption area - 500 square feet Trench width (W) = 5 feet Gravel depth (D) = 4 feet Required length = Shallow trench factor • Required absorption area / W Shallow trench factor a (W + 2) / (W + 1 +2 D) Shallow trench factor = 0.50 Total Lam. 00, 4 Excavation Depth - 7.5 feet Required length = 50 feet 05-110 drainfieldCalc.xls 4:03 PM10/05/2005