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HomeMy WebLinkAboutLot 01t)outhl'*t Lot 1 #050-273-16 Municipality of Anchorage C Development Services Department - \� J Building Safety Division .. . Onsite Water and Wastewater Program, 4700 S. Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page 1 of 2 www.cl.anchorage.ak.us (907) 343.7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. SWO50404 PID Number. 050-273-16 NMw Wastewater System: ❑ New ® Upgrade Aden.* kRANOF. EAGLE RIVER AK 995n ABSORPTION FIELD Phaw Ninos or Boson. o DMP Tr.ner ® Sn.ro. Tr O OW D Milne o omr LEGAL DESCRIPTION So. Rot v TOM DOM can wvww pWe 1.2 GPoIFt" 6.5 FI. BbrA LM SlednMon Depn W ppe bMm can Prgn.l P'W. G," dWh tiw ppe LOT 1 DOUTHIT 3.0 FI. 3.3 Ft Torwan�P R.rp. S.aan Fi.eese.bov. mpnM P� Co. L Ww 14N 2W 12 0.5 Ft. 56 Ft. Well: ® New ❑ Upgrade G Mw . an Na M of W"Dwbinn aNw.n Nw. 5 Ft, 1 0 FL CWS&k ron tPr , 0. A, 6, C4 T" D.ph Cow W Total .D.orow orMPp. M.tM.I PRIVATE 120 Ft. 120 Ft 500+ Fr PVC 15a SULLIVAN WATER WELL DM. DMW 31912006 SIMS WMML" 75 FL M.Wr TWEED Ek Doit,k INe 311612006 vwle 12 "SMM a Co...pL" Aba Cc TANK GPM F 2 Fl SEPARATION DISTANCES ® Septic ❑ Holding ❑ S.T.E.P. ❑ Other. To Septic Absorption Lift HoldinguNKJPmate .a,.« .P.ulr From Tank Field Station Tank sewer Line PREMIER PLASTICS 1300 GM WN +100' +100' — •• 175' WIMw PLASTIC Na ofCPnprlmM.. 2 Sorrow wMr +100' +100' - - LIFT STATION La Lbw +10' +10' — — a. Maur NO LIFr CM FourWam +5' +10' — — Pump on' r.M M 'Poop olr y..l M Hph wnr Mrm M M N in Cw n DrMn ^ +50, SL +50- — — Pane M.h. a MPPM Ew lrsp.awn. PMlam.e tv R*mA Ms 'PUMPTO BE INSTALLED PRIOR TO JULY 15, 2006 BENCH MARK LP Wwn na D.wrp�al BOTTOM LOG ON HOUSE CORNER NvMgn 100 FL Engineer tamp Inspections performed by: CHARLES BALZARINI Dates: 1' 3/16/2006 *1 4 '•* 2ne 3/2012006 1111-1 'A • 00STOPHERRWOOD Developmen Servic De artmentApproval Reviewed and approved by: Date: ta.. rvoot r; CE1 1 �•. W. ••• Nt-. 4 `U`ESSiGN`� c4 �' �! Permit No. SWO50408 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: BLM LOT 8, WITHIN SEC. 12, T14N, R2W,S.M. 050-273-16 il EAST 330.0' I 10' U71UTY EASEMENT q I B Sr54s¢Aa'ri"� o SCALE 1•-100' RESERVE AREA IS) Iff C #Soo CAL TANK ❑a B 0 O ' Z i.• •'• M-1 L C7 33' SECTION UNE EASEMENT R WLaI FOOTHILL AVE ooU.0 SWING TIES C 1 72.1' 1 58.9' D 189.7' 168.3' 0 — CLEANOUT — WELL • - MONITOR TUBE ELEVATIONSnBaTTON LOG ON N.V HOUSE CORNER 3/28/2006 (NOT TO SCALE) V ASSUMED ELEVATION - 100' ORIGINAL GROUND ENGINEER'S SEAL LEVEL AT, 83.4 oQ000�p�� MT -1,5' FILL MT -2 �TH3 �{ 83.3 2.7' YPAR 6 SULATION• . . TANK- TANK.3' o o o 0. ° Q ................. O •D 83.6 1,300 GAL 0° 3•. GRAVEL• .o •• • p 0 G.W.'•,CHRISTOPHER R. NU00 Q 0 76.9 69.9 O� •. CE -10387 Q �f �o 79. 2 80 BOTTOM OF T.H. ............ Certtf teb Ort"tting Kog by DOC CO. dba SULLIVAN WATER WELLS P.O, BOX 970272, CHUOIAK, ALASKA 99567 @TELEPHONE 68&2759 ADDRESS: LEGAL DESCRIPTION: ! Iq 10 9 VLTJ 10 T DATE 3/4,,/V 6 PERMIT NUMBER: DSD424 Date of Issue /0 eU-12�1' TAX IDENTIFICATION NUM13ER:JI-L /6 4 _ Is well located at approved permit location? . Q No Method of Drilling: r rotary O cable tool Depth of well: 1a O Casinglype=21 E=! Wall Thickness- 2760P inches J Diameter_ _Inches, depth--/ 0) feet Liner Type: / 10*JG Casing Stickup Above Ground: a' feet Static Water Level: feet Recover Rate: la gpm Method of Testing: f41/1 - Well Intake Opening type: open end O open hole C1 Screened: Start feet Stopped feet 13 Perforations Start �+�feet_$topped feet ?✓r- GroutType:/A/ianlrTLF h olume _ Depth: from O feet, to d D feet Well Disinfected Upon Completlon?-&Ws O No Method of Disinfection: Jc_ t�� Comments: DATA immowoff2i. ruins Min arm • i /% I Driller's Name ATTENTION: It Is the responsibliity Of the property owner to submit a Copy of the well log to the proper author ty. Municipality of Anchorage: Department of Health 3 Human Services and/or Department of Environmental Conservation. Matsu Borough: Department of Environmental Conservation ZO/10 39Vd NVAIITIS 65ZZ889 01:1t 9002/Ol/ce ry Etlx!S NO DIWousc a N o ua S. WF1L h � 1' n L : 8_r H SEPTIC / VENTS LOT 3 LOT 8 SHED -- 33_SECTION UNE EASEMENT CARPORT / COVERED ENTRY —• -- FOOTHILL _AVENUE_ N89'S8'50'W 329.24' — KND f ANCHORAGE RECORDING DISTRICT ASBUILT OF: BLAT LOT 8 WITHIN SEC 12, TUN, R2N, S.M., ALASKA SURVEY CERTIFICATION: I, John L. Schuller have conducted a physical survey of this property as sftown on this drawing and that the improvements situated thereon are within the property lines and no encroachments exist other than noted. EXCLUSION NOTES:It is the owners responsibility to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. MAR. 24, 2008 1'=40' 06 020 DRAW BY: prtC+cED Br GPoD NUMBER: JLS I NM52 1 0501/54 N F O J E OF•.Aih ��� ,.......q 111 ........... .... ....... 'JOHN L SCHULLER.: o LS -10408 ;' 1ZHID ENGINEERING, INC. 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 (907)868-3791/FAX (907)868-3793 VENTC 4.4- .1'I'Q I'llCACHE ry Etlx!S NO DIWousc a N o ua S. WF1L h � 1' n L : 8_r H SEPTIC / VENTS LOT 3 LOT 8 SHED -- 33_SECTION UNE EASEMENT CARPORT / COVERED ENTRY —• -- FOOTHILL _AVENUE_ N89'S8'50'W 329.24' — KND f ANCHORAGE RECORDING DISTRICT ASBUILT OF: BLAT LOT 8 WITHIN SEC 12, TUN, R2N, S.M., ALASKA SURVEY CERTIFICATION: I, John L. Schuller have conducted a physical survey of this property as sftown on this drawing and that the improvements situated thereon are within the property lines and no encroachments exist other than noted. EXCLUSION NOTES:It is the owners responsibility to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. MAR. 24, 2008 1'=40' 06 020 DRAW BY: prtC+cED Br GPoD NUMBER: JLS I NM52 1 0501/54 N F O J E OF•.Aih ��� ,.......q 111 ........... .... ....... 'JOHN L SCHULLER.: o LS -10408 ;' 1ZHID ENGINEERING, INC. 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 (907)868-3791/FAX (907)868-3793 MUNICIPALITY OF ANCHORAGE /y)� Development Services Department On -Site Water d Wastewater Program 4700 South Bragaw Street p P.O. Box 196650, Anchorage, AK 995196650 (907) 343-7904 J ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Date Issued: Oct 27, 2005 Expiration Date: Oct 27, 2006 Permit Number: SWO50404 yyijrt4jr L#r 1 Parcel ID: 050-273-16 Legal Description: Z4 ti 2 N 4F(` 1 t nT & Design Engineer: 0848 Eagle River Engineering Services Site Address: 10217 OLD EAGLE RIVER ROAD Owner Name: ROBERT & MARILOU DOUTHIT Lot Size: 108900 SQ. FT. Owner Address: 16928 W. BARANOF Total Bedrooms: 3 Permit Bedrooms: 3 EAGLE RIVER. AK 99577 - This permit is for the construction of: ❑✓ 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. 2/12/%— {,tg� A:,Jr-7-5Aw111(o1 R .2eV,sov ao dts;dill tv/Ale,7asf�jIt. hi4i5r.d/1 z S,I7n,;t1Csi...plr y :re t RcS L_.c ilC2 Ort{rj 21/s/101„ Received By. Date: /(I Z i/U5_ / Issued By. 1 Z Date: iJ 7(o 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.ek.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 060 - �2`q 3- 1 L- Permit Number SW Propertyowners) ROgA127' d- M.4-RiLo2. ISouTffPF Day phone �Mailing address E R ctckS:1 -4 -tv7affing address (2) (bZl` CQQ 0% LC- rtVes✓ 177 �ih Zip Code 9 95-77 Legal description (Lot, Block & Sub'd.) 1-040 2 cJ SL's 12 L07- 55- (bokrr►r— Lard, Legal description (Section, Township & Range) 1 /4 N IL? W 5trGr2 Got- '!K Lot Size 113 . C) VO ._Akcre Sq.FtJ THIS APPLICATION IS FOR: Number of Bedrooms 3 Sewer Only ❑ Well Only ❑ Sewer and Well Water Storage ❑ Sewer Upgrade L2 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 Dw�9ng and Isja.Qccordance Vith applicable Municipal Codes. of property owner or authorized agent) Permit Fees: LI (in , C 0 � � r5 '�_ Waiver Fees: Date of Payment: �I �� t ( o(P Date of Payment: / Receipt Number: 'f ll qt1b�— Receipt Number: (Rev. 12!00) 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.enchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 6JD -:`a3_ / � Permit Number SW Propertyowner(sa0"Td,�T* Day phone Mailing address (1) 16'124 W f3�ERor Mailing address (2 19577 Zip Code `1957 Legal description (Lot, Block & Sub'd.) TIN N 1120 SL L 12 L.07-`rs (br,"rAt � a) Legal description (Section,��T``ownship & Range) 1 !4 0V 0-11V 5Ce-r2- t0T _ � Lot Size �nR _9u�(wn��� Number of Bedrooms 3 THIS APPLICATION IS FOR: Sewer Only 11 Well Only 11 Sewer and Well Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: 13Jacuzzi ❑ Hot Tub 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 Dvypng and is)p.�ccordance yth applicable Municipal Codes. of property owner or authorized agent) Permit Fees: b 3 S� Waiver Fees: Date of Payment: / 0 - Z Y - 0 L Date of Payment: Receipt Number: -7•j7 q Receipt Number: (Rev. 12/00) Eagle River Engineering ,Services diristopher R. Wood, P.E. 10421 VFW RD. Suite 201 (907) 694-5195 tel Eagle River, AK 99577 o .eagleriverengineering.eom (907) 694-3297 fax February 15, 2006 Dan Roth Manager, On -Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: T15N R2W Sec. 12 Lot 8 Narrative & Permit Application Dear Mr. Roth: Eagle River Engineering Services (ERES) was contracted to design a septic system to replace an old system that was not up to current design codes, as part of a lot subdivision of the above referenced property. Additionally, the well will need to be moved as part of the re -platting process, so we are requesting a well permit. The proposed septic upgrade will have very limited impact on adjacent properties for the following reasons: 1. The surrounding lots are all large, allowing sufficient room for septic sites. 2. Immediate neighboring septic systems are all +30' distance, and no private wells within 200' of the proposed upgrade other than those shown on the site plan. 3. This permit is for replacement of the septic tank and leachfield system, and new proposed well. 4. Drainage will not be affected and is not a major consideration in our design. The existing leachfield will be abandoned in place. This work will not affect the reserve septic areas on adjacent lots. If you have any questions please call our office at 694-5195. q;"nPrP1V Principal X2003\05.096SErncNARRAnvE.Doc ;ES \ `WELL +150' `\LL \\�VVE +150' \ \I EAST 330.0' WELL +200' i SEPTIC +30' II ^ ; II I � I I I II 1 ISO. 6'X58' RESERVE SITE 0 0 MINI � NfjCyeOR N�OUI S 1 ®,„_3 10' 0 � MQN I C O. I -I NSTALL 5'X58' 1 M n 21 LEACHFlELD01 ref_/ FUTURE PROPOSED LOT a PROPERTY UNE PI / I I / SEPTIC +30' o 1 /// stogy n I INSTALL NE I - �' ��'• 1250 GAL I _-- SEPTIC TANKf 1 FUTURE PROPOSED SEPTIC +30' SEPTIC AREA -1� -`- ABANDON UN OCUMENTED SYSTEM IN PUCE �NQ r0 1 INSTALL NEW 1 0 /FCO 0 1 \ I Z 1 ® FUTURE PROPOSED O PROPOSED • '1^'_ \ I I I 1 WELL 1 I NEW WELL 5 1 I CARPORT �_J__ RADIUS 1 100' WELL_ I------------------- _ / BANDON OLD' 33' SECTION UNE EASEMENT It o PER NEW MOA / \J WELL CODE o EAST i i FOOTHILL g `. 330.0' \� - \\ \\ ® - TEST HOLEi G•r00o�,P MONITOR TUBE SEPTIC +30' \ �\ - , , 0 - SEWER CLEAN OUT ^ + - WELL - EXISTING LEACHFlELq — — - EASEMENT © - ORNAY _ _ 1. NO SURFACE WATER +100. - PROPOSED LEACH FIELD 2. NO KNOWN CURTAIN DRAINS 3. NO SEPTICS WITHIN 30' UNLESS NOTED WELL/SEPTIC SITE PLAN oF LEGAL: LOT1, DOUTHIT SUBDIVISION '(l yN (t20 575 QEF' . • '�'9s��� OWNER: ROBERT AND MARILOU DOUTHIT w cl,•' �y#1� CONTRACTOR: TWEED EXCAVATION ;.*.:49 ...00 �j JOB 05-096 1 DATE: 2/1,3/2000 SCALE 1 "=60' '.CHRISTOPHER R. WOOD. W EAGLE RIVER ENGINEERING SERVICES s CE-103� 87 ; � P.O. Box 773294 A907E 694 E519 FAX. 694-3297 ,, ,,4%*� E:1� �'�� < r 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: T14N R2W Sec. 12 Lot 8 October 15, 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 fl. 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 10'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 6.5 ft. 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. \\Cres\docs\W PDOCS\2005\05-09&trainriicid- spec.doc Eagle River Engineering ,Services Christopher R. Wood, P.C.. RECOMMENDED LEACHFIELD DIMENSIONS: TOTAL DEPTH = 5' GRAVEL DEPTH = 3' under pipe, 2" over pipe (3.5' total) DRAINFIELD LENGTII = 58' DRAINFIELD WIDTH = 5' SOIL RATING = 1.2 GPD/R2 BEDROOM CAPACITY= 4 total SEPTIC TANK= 1250 Gallon. Twenty-four (24) hours notice required for all inspections. \\Ercs\docs\WPDOCS\2005\05-096dminl'icld- spec.doc EAGLE RIVER 31NEERING SERVICES 10421 VFW RD Suite 201 Eagle River, Alaska 99577 (907) 694-5195 ERES Project No.: 05-096 Calculated By: CW Date: 02/15/2006 Legal: T14N R1W Sec. 12 Lot 8 Single Family 4 Bedroom Dwelling Test Hole 63 Shallow Trench Subsurface Wastewater Disposal Field Water use at 150 gallons per bedroom = 600 gallons Percolation rate = 1 minutes per Inch Wastewater application rate = 1.2 gallons per day per square foot Required absorption area = 500 square feet Trench width (W) = 5 feet Gravel depth (D) = 3 feet Required length = Shallow trench factor • Required absorption area / W Shallow trench factor = (W + 2) / (W + 1 +2 D) Shallow trench factor= 0.58 Total Excavation Depth = 6.5 feet Required length = 58 feet CHRISTOPHER R CE:10381 O5-DOUTHIT LOT1 drainfieldCalc.xls 3:27 PMO2/152006 EAGLE RIVER ENGINEERING OF cl) 10421 VFW RD, SUITE 201 EAGLE RIVER, AK. 99577 (907) 694-5195 FAX: (907) 694-3297 0 " , SOILS LOG - PERCOLATION TEST PERFORMED FOR: LINDA FRANK DATE PERFORMED 2/7/06 LEGAL DESCRIPTION: LOT 8 T14N, RTW. SEC12 TEST HOLE N 3 SLOPE DEPTH (FEET) _ 1 11 13 U 15 18 17 18 19 21 22 GRAVEL LENSES WAS GROUND WATER r H ENCOUNTERED? NO IF YES AT WHAT DEPTH 0011 DEPTH TO WATER AFTER )Ry MONITORING? SANDY GRAVEL DATE: 06 t NEAR BOTTOM E 0F AC4 -.._.,............ .CHRISTOPHER R. WOOD. � CE -10387: TOWNSHIP RANGE SECTION T14N,R1W.SEC12 SITE PLAN(NOT TO SCALE TH-3 D Q TH-2 TH-1 C] w�� r PERC TEST RESULTS READING DATE GROSS TIME NET TIME I DEPTH TO WATER NET DROP 1 02/07/2006 2 02107/2006 3 PECOLATION RATE WAS FASTER THAN 1 MINUTE PER INCH 4 5 6 02/07/2006 7 02/07/2006 8 02/07/2006 PERCOLATION RATE- (Mill" F9RCHOLE DIANETSR=6" TEST RUN BETWEEN SFT AND 6 FT COMMENTS- BEATER THAN 75y SAND WHERE TEST WAS RUN SOILS�TOPHER WOOD PERCOLATION TEST BY: CHRISTOPHER WOOD I Wdt�7 CERTIFY THAT THIS TEST WAS PERFORMED' IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:L f EAGLE RIVER SENGINEERING 10421 VFW RD, 201 EAGLE RIVER, AK. 99577 (907) 694-5195 FAX: (907) 694-3297 SOILS LOG - PERCOLATION TEST PERFORMED FOR: LINDA FRANK DATE PERFORMED 9/3/05 LEGAL DESCRIPTION: LOT 1 DOUTHIT SUBDIVISION TEST HOLE # 1 SLOPE DEPTH T (SET) I I I 0 1 2 3- 4- 5- 6-0 458 0 7 9 10 tt 21 22 BOULDERS %r. 2% WAS GROUND WATER ENCOUNTERED? YES CLAY IF YES AT WHAT DEPTH 11' DEPTH TO WATER AFTER 101• MONITORING? PSE OF A( C, *..: . .CHRISTOPHLR R. WUOU- CE-10387 TOWNSHIP RANGE SECTION T14N.R1W.SEC15 SITE PLAN(NOT TO SCALE) DATE:10 15 2005 PERC TEST RESULTS 0% READING i 1 09/0312005 I I 2 •D TH-2 PECOLATION RATE WAS LESS THAN 1 MINUTE PER INCH 6 A �t 7 09/03/2005 I I 8 0910312UO51 I II TH-1 O I DATE:10 15 2005 PERC TEST RESULTS 0% READING DATE IGROSS TIME NET TIME jDEPTH TO WATER NET DROP 1 09/0312005 I I 2 09/03/200511 1 1 3 4 5 PECOLATION RATE WAS LESS THAN 1 MINUTE PER INCH 6 09103/20051 I 7 09/03/2005 I I 8 0910312UO51 I II PERCOLATION RATE- 41 (MNINCH) PERC HOLE DIAMETER -d" TEST RUN BETWEEN 5 FT AND 6 FT COMMENTS: GREATER THAN 75% LAND WHRST WAS RUN I��SOILS LOGG D Y HRISTOPHER WOOD PERCOLATION TEST BY: CHARLES BALZARINI CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: Eagle River Engineering Services Christopher R. wood, P.E. 10421 VFW RD. Suite 201 (907) 694-5195 tel Eagle River, AK 99577 w .eagleriverengineeringxom (907) 694-3297 fax October 18, 2005 Dan Roth Manager, On -Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Douthit Subdivision Lot 1 (formcrly T15N R2W Sec. 12 Lot 8) Narrative & Permit Application Dear Mr. Roth: Eagle River Engineering Services (FRES) was contracted to design a septic system to replace an old system that was not up to current design codes, as part of a lot subdivision of the above referenced property. Additionally, the well will need to be moved as part of the re -platting process, so we are requesting a well permit. The proposed septic upgrade will have very limited impact on adjacent properties for the following reasons: 1. The surrounding lots are all large, allowing sufficient room for septic sites. 2. Immediate neighboring septic systems are all +30' distance, and no private wells within 100' of the proposed upgrade. 3. This permit is for replacement of the septic tank and leachfield system, and new proposed well. 4. Drainage will not be affected and is not a major consideration in our design. The existing leachfield will be abandoned in place. This work will not affect the reserve septic areas on adjacentlots. If you have any questions please call our office at 694-5195. Sincerely, EAGLE RIV'g ENGINEERIN-Gy ER�VICES Christopher R. Wood, P.E. Principal \2003\05-096SrrncN,vtxnrwE.Doc WELL +150 +150' \\ WELL +150' \\ \\ 11 EAST i / o / I SEPTIC +: YI I I I 1 1 1 150' 1 Dfils / / / o �11NICD'i2s, / / LOT 1 1 -p< CARPORT I LTJ_ !j OLp 33' SECTION LINE EASEMENT i H 330.0' LOT 2 WELL +200' SEPTIC +30' SEPTIC +30' / J / O / Q I � 100' WELL RADIUS I I------------------ P WC WL 1 011 0 iiYJ ♦� \\ I �""I INSTALL NEW EAST\. / FOOTHILL AVE ABANDON EXISTING 1500 GAL S.T.E.P TANK ' SYSTEM IN PUCE y \J5 \` _------ ° - TEST HOLE / INSTALL 'X50' \ SEPTIC +30' ♦`♦ • LEACNflELD I w �F;V .�� I 0 - SEWER CLEAN OUT I ` ♦ N q o `♦ - WELL Z — — - EASEMENT © - DRIVEWAY _ _ 1. NO SURFACE WATER +100'. 1 -p< CARPORT I LTJ_ !j OLp 33' SECTION LINE EASEMENT i H 330.0' LOT 2 WELL +200' SEPTIC +30' SEPTIC +30' / J / O / Q I � 100' WELL RADIUS I I------------------ P WC WL 1 011 0 iiYJ ♦� \\ WELL SEPTIC SITE LEGAL: LOT1, DOUTHIT SUBDIVISION OWNER: ROBERT AND MARILOU DOUTHIT CONTRACTOR: UNKNOWN 3. NO SEPTICS WITHIN 30' UNLESS NOTED PLAN OFT► �t11 W A, 5�1/ s * JOB 05-096 DATE: 10/13/05 SCALE 1 "=60' i EAGLE RIVER ENGINEERING SERVICES /// s� . IsCE 103131 P.O. Box 773294 ll. EAGLE RIVER, AK. 99577 11k%`at`SI= (907) 694-5195 FAX: (907) 694-3297 o N EAST\. / FOOTHILL AVE 330.0' \ \\ ' 1�— y \J5 \` ® - TEST HOLE / \ SEPTIC +30' ♦`♦ • - MONITOR TUBE �F;V .�� \ 0 - SEWER CLEAN OUT + - WELL - EXISTING LEACH FIEL4 — — - EASEMENT © - DRIVEWAY _ _ 1. NO SURFACE WATER +100'. - PROPOSED LEACH FIELD 2. NO KNOWN CURTAIN DRAMS WELL SEPTIC SITE LEGAL: LOT1, DOUTHIT SUBDIVISION OWNER: ROBERT AND MARILOU DOUTHIT CONTRACTOR: UNKNOWN 3. NO SEPTICS WITHIN 30' UNLESS NOTED PLAN OFT► �t11 W A, 5�1/ s * JOB 05-096 DATE: 10/13/05 SCALE 1 "=60' i EAGLE RIVER ENGINEERING SERVICES /// s� . IsCE 103131 P.O. Box 773294 ll. EAGLE RIVER, AK. 99577 11k%`at`SI= (907) 694-5195 FAX: (907) 694-3297 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 ONSITE SEPTIC SYSTEM LEGAL: Doutbit Subdivision Lot 1 October 15, 2005 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 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 holt excavations shall be filled and monitor tube removed. B. SEPTIC TANK WITH LIFT STATION 1. The septic tank shall be an Anchorage Tank 1,500 gallon septic tank with integral OSI lift station pump model OSI -05-20-111117, or other engineer approved configuration (example: 1250 gal septic tank with auxillary lift basin of 250 gal min.) 2. A receipt from a licensed electrician shall be provided to the engineer verifying lift station wiring to all applicable codes. 3. 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. C. DRAINFIELD 1. The drainfield is to be placed as shown on the site plan. Contractor shall take extreme care ensure that separation distance is maintained between trenches, from the lot line, and from the house foundation. 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 5 ft. at any point in relation to natural ground surface. 4. The effluent lines (2) are to be 1" PVC lines, with 2' in between them, 1.5' from the sides of the drainfield, with 1/8" holes drilled 36" OC within the Icachfield, placed face down, or up with orifice shields placed over holes. Line from tank to field is to be 1-1/4" HDPE. 5. The drainfield gravel shall be covered with typar fabric material. 6. Soil or a combination of soil and extruded board insulation to at depth of 3' or equivalent is to be placed over the leachfield. 7. The area over the drainfield is to be finish graded or mounded to prevent ponding of surface water runoff. 8. The septic tank and Icachfield 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:\Documenis and Settings\Karl\Desktop\Transfer Docs\05-096drainfield- spec.doc Eagle River Engineering ,Services Christopher R. wood, P.I~. RECOMMENDED LEACHFIELD DIMENSIONS: TOTAL DEPTF I = 5' GRAVEL DEPTH = 3' under pipe, 2" over pipe (3.5' total) DRAINFIELD LENGTH = 1 X 44' DRAINFIELD WIDTII = 5' SOIL RATING = 1.2 GPD/112 BEDROOM CAPACITY = 4 total SEPTIC TANK = 1500 Gallon S.T.E.P min. Twenty-four (24) hours notice required for all inspections. C:\Documcnts and ScuingsTarl\Dcsktop\Transrcr Docs\05-096drainGcld- spcc.doc f EAGLE RIVER SENGINEERING 10421 VFW RD. 201 EAGLE RIVER, AK. 99577 (907) 694-5195 FAX: (907) 694-3297 SOILS LOG - PERCOLATION TEST PERFORMED FOR: LINDA FRANK DATE PERFORMED 9/3/05 LEGAL DESCRIPTION: LOT 1 DOUTHIT SUBDIVISION TEST HOLE # 1 1SL1OPE (FEET) 1 ^1-1 1 5 7�0' .. .. 19 21 22 2% BOULDERS WAS GROUND WATER ENCOUNTERED? YES CLAY IF YES AT WHAT DEPTH 11' DEPTH TO WATER AFTER 101• MONITORING? OF C-) ' TH *: .... .. pn .CHRISTOPHER R. WOOD. �l CE -10387 1IkpR01FESSIC0ty� • TOWNSHIP RANGE SECTION T14N.R1W.SEC15 SITF PI AN(NOT TO SCALF) 9 DATE GROSS TIME NET TIME DEPTH TO WATER NET DROP 1 09/03/2005 1 I 2 09103/2005 1 1 TH-2 PECOLATION RATE WAS LESS THAN i MINUTE PER INCH 6 D A 7 09/03120051 1 1 1 1 6 09/03120051 1 1 1 1 TH-1 C7 � "• tool" m DATE:10 15 2005 PERC TEST RESULTS 0% READING DATE GROSS TIME NET TIME DEPTH TO WATER NET DROP 1 09/03/2005 1 I 2 09103/2005 1 1 3 4 5 PECOLATION RATE WAS LESS THAN i MINUTE PER INCH 6 09/03120051 1 1 1 1 7 09/03120051 1 1 1 1 6 09/03120051 1 1 1 1 PERCOLATIONRATE• 41 (M.UNCH) PERC HOLE DAMETER•G' TEST RUN BETWEEN 5 FT AND 6 FT GREATERHAN 757 SAND WHERE1 : SOILS LOGG 1) Y• CHRISTOPHER WOOD PERCOLATION TEST BY: CHARLES BALZARINI I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: / EAGLE RIVER ENGINEERING SERVICES 10421 VFW RD Suite 201 Eagle River, Alaska 99577 (907) 6945195 ERES Project No.: 05-058 Calculated By: CW Date: 10/18/2005 Legal: Douthit Subdivision Lot 1 TEST HOLE 1 Single Family 3 Bedroom Dwelling Shallow Trench Subsurface Wastewater Disposal Field Water use at 150 gallons per bedroom = 450 gallons Percolation rate = 1 minutes per Inch Wastewater application rate = 1.2 gallons per day per square foot Required absorption area = 375 square feet Trench width (W) = 5 feet Gravel depth (D) = 3 feet Required length = Shallow trench factor • Required absorption area / W Shallow trench factor = (W + 2) / (W + 1 +2 D) Shallow trench factor= 0.58 Total Excavation Depth = 5.5 feet Required length = 44 feet 05-096 drainfieldCalc.xls 3:31 PM10/182005 r o m $ Pv gi 3Qe1'(Hal) PeeH olweuAa mol " Lr°„gN�gg�oggNp�g'�o Ldi 8'6cira�i d Yx 8� N ROM 5� 4� G JE' 0 � £ >A _ M ” gs ;a F Pu i �g 4 ? u p ¢ Z i t° I F F.� 0 e 0 K xx CN O N m O O h O O nI� O O O Qr. ~ .4 YI YI O G O N C G 000 p.32 •R M W K No u; 0- m 'g�yip Ix P- ut L It zrgseSQScQQ� LL SE €E ze B Poen F S i Z o s � J 3 = I I i i I I , � A °. a i ' IL r o m $ Pv gi 3Qe1'(Hal) PeeH olweuAa mol " Lr°„gN�gg�oggNp�g'�o Ldi 8'6cira�i d Yx 8� N ROM 5� 4� G JE' 0 � £ >A _ M ” gs ;a F Pu i �g 4 ? u p ¢ Z i t° I F F.� 0 e 0 K xx CN O N m O O h O O nI� O O O Qr. ~ .4 YI YI O G O N C G 000 p.32 •R M W K No u; 0- m 'g�yip Ix P- ut L It zrgseSQScQQ� LL SE €E ze B Poen F S i Z o s � J 3 =