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HomeMy WebLinkAboutT15N R2W SEC 25 LT 111T15N R2W Sec 25 Lot 111 #051-283-20 Municipality of Anchorage Development Services Department Building Safety Division .. On-SRe Water and Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page 1 of 2 www.d.anchorage.sk.us (907) 343-7904 ONSITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. SW070163 PID Number: 051-283.20 Nwn. Wastewater System: ® New ® Upgrade {cam.M 17641 ALMDALF AVE- EAGLE RIVER ABSORPTION FIELD Pow Numbw of e.wopw. .04 Dwp tomo O ShOm Tm O e.a O Laura O Othw LEGAL DESCRIPTION ed Re" ,C Too DOM ewn wrap wane. 0.45 GPOIF0 9 Ft. elodt Lw BupOmapn D.ptn a P" paean ham wq.W pr.d G'"Mptn D.mtwtnp" 117 T15N RM SEC 25 3 Ft. 6 Ft TP•.wp Pap. 8. Faw»M.pw.w,a,rulp.e. C."Lwpm 15N 2W 25 1.1.5 Ft. 83 Ft. Wel I:Gnrvo New ❑Upgrade won Norma w wr. Dawn. owr.an wu. I 3 To. 1 Ft cwwnaaoon (Pm 8. &a. cyelKT" D.pd,Gw0 a Tor tlwmpom.. r. Poe wt" PuBN64tF r 340 Ft. 104 FL 1000 Fe ASTM 3034 Dr w Do. D WSuter Wow LM SULLIVAN 711912007 150 Ft Mlww TWEED EX. Dw. it*iso ;r/ ! 3 t) r,«e 5 P"""' sw.t 325 c.wma tt.yr. Amr. &-A'd 2 TANK GPM Ft. Ft SEPARATION DISTANCES ® Septic ❑ Holding ® S.T.E.P. ❑ Other. To I Lilt Holding uWKJPrNate 'd1'm b' From Field Station Tank Sewer t ne RAYS SERVICES 1100" W.a t•I , tirA - +2s Mnww PLASTIC Numnw w co vwtww.. 3 suf.p.wMw dseAbsorption +100' — LIFT STATION to Lkw +10' .. - ,.w Griatn0onn +s•PoopWI.v.lo Hmph wow1— oe�nr�ti h in D.Iwn Drrt +JV' _ Punt, LUL. a Mp EN V p. Pwam.e W t BENCH MARK Lowen w.0 a.wotwn . FINISH FLOOR GARAW4AS �3' • ?� 100.00 Ft ry � a/,•r Inspections performed by: ERES Dates: t" `` 12�v% .4 ��, ,i4ta 2 �6/i� U S�9 Development Services Department Approval tR�D"`Q.% Conditional Approval Date: CHr'.'..70PHERRWDOD J CE:101 N7 ' r. Reviewed and approved by: Date: }—I y—dS Ss -¢a Permit No. SWO70163 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: T15N, R2W, SEC 25 LOT 111 051-283-20 SWING TIES \E% LOT 94 LC aT.r mr 1SEPTIC iAtA/Pb,S 89'49'528.73' IMr SCALE 1R-80' UPS +- rl� o E 6AT5I- xx ® Sx Z5 RLxI'ict p CAL SE TIC TANK LOT 111 qU MEL i w GREEN HOUSE S o I Z i ,L 1 -0- 0 - CLEANOUT i �- - WELL i • - MONITOR TUBE n FINISH FLOOR GARAGE — — — — — — 4 � 1 226_0 0_ ASSUMED ELEVATION 100' Sc' ROW RESER 7 1 /L c..� ELEVATIONS ORIGINAL GROUND ENGINEER'S SEAL (NOT TD SEA LE> LEVEL ATs s" qT,s 000OF q °00 MT -1 ILL HT -2 TH-1 .............. �,9lr �Q e" ae"Q 4' 94.6 4' YPA °�. gm'. 6' GRAVEL o : o x94.4 TANK NO W.T.1100 GAL 94.8 cHR�IS��I"_ �MO•:OG•O , 88.4 /•••..O.�0 82.4 QO �'�, ..• CE -10J87 O� 90.1 90.1 94.4 BOTTOM OF T.H. . 88. °4p��°ROFE55� o 000E Certiffeb 4Brdtffig 'Kag by Doc CO. dba SULLIVAN WATER WELLS P.O. BOX 670272, CHUGIAK, ALASKA 99567 *TELEPHONE 68B-2759 OWNER OF LAND: 11j ^ - T"�' `1L`'='4 c — BORE HOLE DATA ADDRESS: LEGAL DESCRIPTION: /5h,1 P2y'% �rJ J f DATE. `145--A' .4r -- PERMIT. r'PERMIT. NUMBER: s� w `� r Date of Issue TAX IDENTIFICATION NUMBER: C-�S/ - 2EL E � Is well located at approved permit location? O -Yes' O No Method of Drilling: turf rotary 0 cable tool Depth of well: '?4D Casing Type /f A'- Wall Thickness; a� inches Diameter € / Inches, depth feet Liner Type: iJ rJ,2 Casing Stickup Above Ground: A • feet Static Water Level: feet r Recover Rate: S gpm Method of Testing: - / 4/ iL Well Intake Opening Type: 0 open end t? open hole 0 Screened; Startfeet Stopped feet 0 Perforations Start Cfeeet��topped Grout Type: �?� o� `al t L Volume feet Depth: from 0 feet, to a -6 feet Well Disinfected Upon Completion? b -les 0 No Method of Disinfection: _ C64' 4 f'-" ! Sl tdr%'t Comments: DEPTH Fom To )j ) 1 cj r 3:T• ?�v l .• f' Jr� 1 C4.s--fV rF 6X4JZf— kA Driller's Name c ..i 1-, .,JII ^J ATTENTION: It Is the responsibility.of the property owner to submit a copy of the well 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. b"e ms" GLOOM Dep pm mt SI111dhtp Aahflr bfvbllm • On -abs Welter a WeatntoM key" • r. 4700 Irageat Simi •r P.O. to t96690 Aect Auh"S. Alf 993" 50 r, t:Agar Pump l ase e79 7Log well Duma: petw lt(a aur. 0'10163 Date of true: • 1 6. t7 7 I'Afto IdeeStteatlntt Numheet0�- Lept Data llioe! Lot TegDerb OwavNeau Addwet 15 c�J o2Lo:cfkr� I oW>an1a� rwmp tffieke Dpw Aetew Tvpe(Won cset: 33s peer rmMasafitet m*1Neswl=�, romp Model _i 1 P 1 M7t) c-3trc %mp Saar - l h0 tn► tuts Adspw 2misl Depdu )D pet 1?i&n AdsptarM mpetoryre Nemo: _ Mar � rnfKn n PttLnAdeptalmtanwt WsU Wddkcted Dpm CwpttdloaS A Ya 0 Na M1m&odofDamon Uci rc csom"a t CALL FOR SERVICE -Complete Water Syetam SeMca - �• Anow PUMP & WER SERVICE, LLC ANCHORAGE • BRIAN WILLS (907) 340.9355 EAGLE RIVER (9071 en.=5 Attaatleo ro omov inaetly 9A pr&A& a ptt mp ImdaLdIm los to Dw witMa 30 dgye of poiep intttapeNod 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 1'� 1101 �ta) ON-SITE WASTEWATER DISPOSAL SYSTEM f WATER SUPPLY PERMIT Initial Permit Number: SW070163 Legal Description: T15N R2W SEC 25 LOT 111 Design Engineer: 0848 EAGLE RIVER ENGINEERING SEI Owner Name: JULL FLANDERS -CROSBY Owner Address: 17641 ALMDALE AVE EAGLE RIVER. AK 99577 - Date Issued: Jul 16, 2007 Expiration Date: Jul 15, 2008 Parcel ID: 051-283-20 Site Address: 17641 ALMDALE AVE Lot Size: 108900 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit Is for the construction of. F Disposal Field Z✓ Septic Tank ❑ Holding Tank E] Privy Private Well E] 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. 7,26-o-7 G r; s cc(, lleel.L is c-� 1") 7, 11.41` fee,.,4 40 ct v fre so r,�-f-r<<s. !-✓,-�� � // ,,!� � � o x-�Gr . l rh.. i -testy At lei &Cc pelolY-c J. r Received By. N7� (A�-- Issued By. Date: Date: 7 lU Municipality of Anchorage 1 Development Services Department �'�' I `vn% .. Building Safety Division " On -Site Water and Wastewater Program s",C.. 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.orglonsite (907)343-7904 ON-SITE SEPTIC/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. Property owners) .� I L L FLANKS—-+Zcst31� Day phone S� Mailing address I'1(��l I ftLM tFft-E Zip Code `" Site address 1-1 Ln 4 1 A -L -0D A'C-e A3Z E Zip Code `1 `t S-7'1 Legal description (Sub'd, Block & Lot) "ilr, nl P__40 SPc. Is L_C'T I I I Legal description (Township, Section & Range) Lot Size I O$, 900 Sq. Ft. THIS APPLICATION IS FOR (®all that apply): Absorption Field Septic Tank Holding Tank ❑ Privy❑/ Private Well L`1 Water Storage ❑ Number of Bedrooms 3 THIS APPLICATION IS AN: Initial Upgrade Renewal I certify that the above information is correct. I further certify that this application Single Famil Dwelling an 's In accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: Date of Payment: Receipt Number: (Rev. 17!05) Waiver Fees: _ Date of Payment: Receipt Number: is being made for a Eagle River Engineering Services Christopher R. Wood, P.E. 10421 VFW RD. Suitc 201 Eagle River, AK 99577 July 9, 2007 Dan Roth Manager, On -Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: T15N R2W Sec. 25 Lot 111 Narrative & Permit Application Dear Mr. Roth: (907) 694-5195 tcl (907) 694-3297 fax Eagle River Engineering Services (ERES) was contracted to design a 3 bedroom well and septic system at the above referenced property. One test hole and soil percolation test has yielded a silty sand and gravel mix (GM) with a percolation rate of 34 minutes per inch. This percolation test was run at 6-7 feet below the ground surface, and is representative of the soil type, depth, and density of the sidewall of the proposed trench. The water table was monitored for 7 days and found to be dry, with no measurable water table. The soil type appears adequate to support a primary and replacement 3 bedroom septic system. There are no steep slopes within 50' of our proposed primary and reserve leachfield sites. The proposed 3 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 200' of the proposed septic system, unless shown on site plan. 3. Drainage will not be affected and is not a major consideration in our design. \2003\07-05 SSE• PTICNARRATI V E Installation of this well and 3 bedroom septic system, to our best available knowledge, 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, EAG R [� NGtERVI S Christopher R. Wood, P.E. Principal \2003\07-058SEPTICNARRATI VE W 0 0 ti 3 1 ' 'g LOT 94 LOT93 `� , SEPTIC AREA I , I S 89'49'50'E ; 328.73' I , I I , NocXsa+•s � �. SEPTIC NO'I/ Rwuwsp ESE1 -1 kmY RAREA ` I � � TOP or �j1t� I U• L NOCE a I n I ® N n �T INSTALL NEW n n Ar 1000 GAL SEPTIC TANK 111C ILOT 111 TN EW I ISSLL Nam I zq' PROPOSED XWS WELL +7 W' I / �� +��FN XWSE ♦♦ ,r I SwLTI�L 1 � YPTIC+i0ar0� I I � 1 I 1 PROPOSED Wni 1 I Ia_ I I I 1o' wctl RADSIS I I I 1 I 1 1 1 � � I � I � / ♦♦ SO• POW RESER ♦ / / w u +200' ♦♦ ,/ SEPTIC +.wY �-AWDALE AVENUE e i S 89'53'25'E 328.98' AIr LOT112 LOT 126 ® - TEST HOLE — — - EASEMENT 1. NO KNOWN SURFACETER +100'. • --MONITOR-TUBE-----PROPOSED 4.EACH-FIELD ---2-.NO—KNOWN-CURTAIN_ NS 0 — SEWER CLEAN OUT EXISTING LEACH FIELD 3. NO SEPTICS WITHIN 30' UNLESS NOTED + — WELL © — DRNEWAY 4. NO WELLS WITHIN 200' UNLESS NOTED WELL/SEPTIC LEGAL: T15N, R2W, SEC 25 LOT OWNER: JILL FLANDERS CROSBY CONTRACTOR: UNKNOWN JOB# 07-058 1 DATE:7/9/2C SITE PLAN SCALE 1 "=60' EAGLE RIVER ENGINEERING 10421 VFW RD. SUITE##201 EAGLE RIVER, AK. 99577 (907) 694-5195 FAX.(907) SERVICES 694-3297 OF . .... �D CHRISTOPHER R. WOOD.• rt 1 s. • . CE -10387 • ' 1.°RQ'EssloNw. Eagle River Engineering Services Christopher R. Wood, P.E. 10421 VFW Rd. Suite 201 Eagle River, AK 99577 (907)694-5195te1 (907)694-3297 fax SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM LEGAL: T 15N R 2W See 25 Lot l I l June 19, 2007 A. GENERAL 1. The well and septic plan is for a 3 bedroom single family residence only. 2. The drawing and or site plan shall be a part of this specification. 3. All materials and workmanship shall meet the Anchorage Department of Development Services 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 I. The sewer piping from the house shall be 4" PVC 3034 laid at 2% grade and insulated with 2" of burial foam if shallower than 3 ft., with 2 fl. minimum. 2. Septic Tank shall be a minimum of 1,000 gallon tank of MOA approved construction, insulated, or place with 4' of soil cover, min. C. TRENCH 1. The trench is to be placed as shown on the site plan and follow the natural land contour to maintain a consistent depth. Any deviation requires engineer approval and additional soils testing prior to installation and may delay installation. 2. The bottom of the trench excavation shall be level, plus or minus 1.5", prior to placing sewer rock. 3. The total depth of the trench excavation shall not exceed l Oft. at any point in relation to natural ground surface, prior to placement of the sand layer. 4. The trench 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 trench is to be finish graded or mounded to prevent ponding of surface water runoff. This may include substantial additional fill on the uphill side of the leachfield. 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. CADocuments and Settings\OwncAkly Documents\I.ocal Job Copics\07-058drainfield- spcc.doc Eagle River Engineering Services Christopher R. Wood, P.E. RECOMMENDED LEACHFIELD DIMENSIONS TOTAL DEPTH = i -9' GRAVEL DEPTH = 6' under pipe, 2" over pipe (6.0' total) TRENCH LENGTH = 83 TRENCH WIDTH = 3' SOIL RATING = 0.45 GPD/Its BEDROOM CAPACITY = 3 total SEPTIC TANK = 1000 gallons min. D. WELL 1. The well is to be placed as shown on the site plan. Any deviation requires engineer approval. 2. Well is to be installed by a Well Driller certified by the MOA. 3. The well pump, piping, and pitless adapter are to be installed by a Well Pump Installer, ccrtirted by the MOA. Twenty-four (24) hours notice required for all inspections Three inspections are required. Additional charges apply for inspections on weekends, evenings, and additional Inspections requested by the contractor, or as required for engineer to re -inspect defective work. CADocumcnts and Settings\ownctWy Documents\Lowl lob Copies\07-058drainfield- spec.doc EAGLE RIVER SENGINEERING 10421 VFW RD, 201 EAGLE RIVER, AK. 99577 (907) 694-5195 FAX: (907) 694-3297 SOILS LOG - PERCOLATION TEST PERFORMED FOR: JILL FLANDERS CROSBY DATE PERFORMED 6/19/2007 LEGAL DESCRIPTION: T15N, R2W, SEC.25 LOT 111 TEST HOLE N 1 SLOPE DEPTH T 21 TOWNSHIP RANGE SECTION Tl 5N, R2W, SEC 25 SITF PI AN(NOT TO SCALF) GROSS TIME INET TIME DEPTH TO WATER NET DROP(IN) 1 06/20/2007 2 6' 3 ° 2 • 1:14 0:30 6' 9 1/8 1 1/8 AII�AI• Arn[ 8 ' • ".,' BROMN CAI 6 8 TIGHT SANDY GRAVEL • VATH SILT 7 0:30 6' e ; +o •. 7/8 5 ;. 1:46 9 0_: +� . 8 0 4 6 06/20/2007 2:16 0:30 6' ' o 11 12- 2 13— 13o' o' 14- 15 18 17 18 19 21 TOWNSHIP RANGE SECTION Tl 5N, R2W, SEC 25 SITF PI AN(NOT TO SCALF) PERC TEST RESULTS READING DATE GROSS TIME INET TIME DEPTH TO WATER NET DROP(IN) 1 06/20/2007 12:44 0:00 6' 1 8 2 • 1:14 0:30 6' 9 1/8 1 1/8 AII�AI• Arn[ PERC TEST RESULTS READING DATE GROSS TIME INET TIME DEPTH TO WATER NET DROP(IN) 1 06/20/2007 12:44 0:00 6' 8 0 2 06/20/2007 1:14 0:30 6' 9 1/8 1 1/8 3 06/20/2007 1:15 0:00 6 8 0 4 06/20/2007 1:45 0:30 6' 8 7/8 7/8 5 06/20/2007 1:46 0:00 6' 8 0 6 06/20/2007 2:16 0:30 6' 8 7/8 7/8 PERCOLATION RATE -34 (MNMICFQ PERC HOLE D1AMETER=8' TEST RUN F3EnyEEN 6 i AND 7 FT COMMENTS -•LE WAS PRE—SOAKED PRIOR TO TEST SOIL G BY: CHARLES BALZARINI PERCOLATION TEST BY. CHARLES BALZARINI I _CERTIFY THAT THIS TEST WAS PE^RFO MED I ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: (7 0 6 O7 EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 Eagle River, Alaska 99577 (907) 694-5195 ERES Project No.: 07-058 Calculated By: CB Date: 07/092007 Legal: T15N, R2W, SEC. 25 LOT 111 Single Family 3 Bedroom Dwelling Deep Trench Subsurface Wastewater Disposal Fleld TEST HOLE 1, 1 Water use at 150 gallons per bedroom = 450 gallons Percolation rate = 34 minutes per inch Wastewater application rate = 0.45 gallons per day per square foot Required absorption area = 1000 square feet Trench width (W) = 3 feet Gravel depth (D) = 6 feet Required length = Required absorption area 12 10 Required length = 1000 / 2 (L� 6 pp n Required length = 83 feet Q'' 6 Tf p It (,NLY Total Excavation Depth = 9.0 feet CHR{S W ER R CEM7 07-058 LOT 111.xls 11:23 AM07/092007 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 SEWERIWELL SUBMITTAL COMMENT SHEET To: ERES Legal description: T15N R2W SEC251.01111 ®Permit ❑C.O.SJL ❑Inspection Report ei� •Y e� a e. ZD The attached paperwork has been reviewed and is being returned for the following reasons: 1. -NEED TO INDICATE IF PERK TEST WAS PRESOAKED ON TESTHOLE 2. -NEED TO ESTABLISH 6 FOOT VERTICAL SEPARATION FROM BOTTOM OF SEPTIC GRAVEL TO INPERMEABLE LAYER. Name of reviewer. JOE Date: July 16, 2007 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK