Loading...
HomeMy WebLinkAboutMINSCH LT 2l� Mi*nsch Lot 2 #051-081-38 Permit Number: Tax Code Number: On -Site Wastewater Disposal System Permit OSP131303 05108138000 Work Type: Septic Permit Effective Dates: September 17, 2013 to September 17, 2014 MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Design Engineer: NORTH RIM ENGINEERING Subdivision: MINSCH Site Legal Address: MINSCH LT 2 G:1457 Owner/Address: DEROHWER MATTHEW B & KELLY L PO BOX 672238 CHUGIAKAK995672238 Site Mailing Address: 21039 ALLUVIAL ST, Chugiak This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank Lot Size in Sq Ft: 45018 Total Bedrooms: 5 N Privy N Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Special Provisions: PRIOR TO CONSTRUCTION: Test holes shall be completed such that the primary and alternate drainfields are within 30 feet of a test that verifies the drainfields are at least 6 feet above an impermeable soil layer or bedrock. The results shall be submitted with the final inspection report. Special Provisions: PRIOR TO CONSTRUCTION: Additional percolation tests shall be completed such that the entire alternate drainfield is within 30 feet of a percolation test. The results shall be submitted with the final inspection report. Received Issued By MUNICIPALITY OF Community Development Department" Development Services Division On -Site Water & Wastewater Program ANCHORAGE Phone: 907-343-7904 Fax:907-343-7997 ON-SITE SEWERNVELL PERMIT APPLICATION Parcel I.D. OS/'' 08/- 3J' Property owner(s) Mailing address _ ,er Site address S'c"'e— Legal description (Sub'd., Block & Lot) Legal description (Township, Range & Section) Lot Size / 0/00 Sq. Ft. Number of Bedrooms Day phone sTi O s APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: Date of Payment: (0 all that apply) Receipt Number: Permit No. AOS&& 1365 Waiver No. Absorption Field Initial ❑ Single Family (SF) Septic Tank Upgrade (w/wo ADU) Holding Tank ❑ Renewal ❑ Duplex (D) ❑ Privy ❑ Multiple Dwellings El (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. p < f (Signature of property owner yrauthorized agent) Permit/Rush Fees: 630 Waiver Fees: Date of Payment:g 13113 Date of Payment: Receipt Number: 0 3 5561 Receipt Number: Permit No. AOS&& 1365 Waiver No. Permit App_9-1-12.doc - D0®sansaae ea mess y� C TH [�CSteven L1.1G r3 NEERING ee f25611; < ``' Minsch, Lot 2 Wastewater System Sizing: This is an exisli&"'bedroom, single family home. The wastewater system was designed and constructed in 2002 for 3 -bedrooms. The house is currently appraised at 5 -bedrooms. This requires an upgrade to the existing system. The existing system is operating satisfactorily within the trench requirements for operation. We propose to replace the septic tank with a larger tank- 1500 gallons, and decommission the old tank per MOA Code. The existing 56' long trench will be added to by 36' @ 4' Effective Depth. These lots are large and are served by private water wells. No adverse impacts are expected from upgrade. Previous soil tests revealed sandy soil with low silt. The previous test holes had a fast percolation rate, but soil was determined to be predominately sand. An application rate of 1.0 GPD/FTI with 0.5 reduction factor for utilizing a 5' wide trench. Trench Added Length = 750 FTI - 394 FTI = 356 FTI. Additional Length = 356 FTI/5'x .5 reduction factor = 35.6' trench, say 36' (4' effective). A 75' alternate trench will be required. An additional test hole can be performed during construction if required. Specification Requirements: All components and work must comply with the Municipality of Anchorage Specifications (AMC) & State of Alaska Drinking Water Regulations and Wastewater Regulations. • Two compartment, 1500 gallon septic tank. Watertight couplings on inlet & outlet. • 5' minimum between the tank and bed. 10' to property lines. • 3' of cover or insulation is required for trench; an equivalent of 2" insulation for one foot soil cover. • Tank & solid pipe must be set on well compacted, stable soil. • 4 inch diameter cleanouts with airtight caps are required 1' to 4' from foundation wall, prior to any 90 degree bend in 4 inch line, in each tank compartment, and two adjacent opposing cleanouts between the tank and the absorption field, not more than 10' from the tank positioned to provide cleanout access towards the tank and towards the absorption field. • All cleanouts must extend to at least ground level. • Trench to be level, minimum of 4' to groundwater, 6' to bedrock from drain -rock. • Drain rock to be %i' to 2 '/I" screened, distributed uniformly throughout the trench. • Perforated pipe to be installed level with perforations down. Silt barrier (filter fabric) to be installed above the drain rock. Smeared trench sides must be raked or scarified before drain rock placement. • The finish grade must be mounded to promote drainage away from the trench. • Insulation must be placed over any pipe installed under driveways or parking areas. • Approved pipe materials include cast iron, PVC ASTM D3034, PVC ASTM F789, ABS ASTM D2661, • Sewer Service Line is minimum 2% slope. • Septic Tank to be pumped every two years or when required. Insulation board to be extruded direct burial polystyrene (Dow Styrofoam HI/equal) TPRU_ M ENGINEERING MEMO Date: 8/30/13 To: Jay Crewdson, PE MOA On -Site Services Subject: Minsch S/D, Lot 2 Jay, Steve Eng, PE, PH (907) 694-7028 tel NorthRimEng@aol.com Number of Pages: The subject lot has a 3 -bedroom system which is currently operating satisfactorily. The house is appraised at 5 -bedrooms. The owner desires to upgrade the system to a 5 -bedroom system. The terrain is flat, with no conflicts. We are proposing a new 1500 gallon septic tank and a trench extension. We spoke on 8/30/13 and you are in agreement with our approach, utilizing the previous test holes. We could perform another test hole during construction if necessary. Please issue a permit to install the septic system. If there is need for additional information or clarification please give me a call. Thanks -Steve DESIGN NOTES: 1. Extend Existing Trench By 36' ® 4' Effective Depth. 2. Sewer Service Line minimum 2% slope. ep acSeptic Tank Decommission Old Tank Per M 4. Lots 5 rved by Private Water Wells. 5. No Conic ts Within 200'. 6. Total D pt Of Trench Extensio s 7'. Match o Existing Trench. Trench Septic Site TH1 Existing We(( R11 New 1500 Gallon Septic Tank Decommission Old Tank :m Double CO No Conflicts Alluvial Street Drive Remove Existing MT/CO3 Extend Line Trench Addition @ 4' Effective Depth Alternate Trench @ 4' Effective Depth NORTHRIM j ENGINEERING *'49m * LOT Z PLAN t WASTEWATER DESIGN LAYOUT 907.694.7028 F 13' UPGRADE REVISI❑N 9/16/13 2 of 3 L C5 C: HE 4' 3 O L d _N U L 0 41 d 3 O L, a 0 LO - o C U 4 M + 3 O L � ~ O O N L o n d I O �— � o j L:luw + a� v C5 = e ALL G, v L (__) C1.J ,>— > i \ L 0 I \ N O N W v W S W H a c L) L, z o v a i O (n L Z v H 101 0 iu L O Q > a z�wj Municipality of Anchorage Development Services Department Building Safety Division On-Site Water 8 Wastewater Program, 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Page 1 of 3 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number. SW010230 PID Number. 051-081-38 Name: c/o BROOK STILTNER w/ REMAX OF E.R. Wastewater System: ■ New ❑ Upgrade y 6600 CENTERFIELD DRIVE a EAGLE RIVER. AK 99577 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 694-4200 3 13 Deep Trench ■Shaeow Trench abed aMound aothsr LEGAL DESCRIPTION $ae samw. 1.2 cm/se. rt Tole own nom alpine V, 5.0-5.5 rt Lot: Block: Subdivision: Dwth b Pipe bo nom akl^a r-1--w c�e ab. 0th bath cap. 1.93 2 — ; MINSCH 3.07-3.57 re rt Township: Range: Section: — n 0d above edptnal ro°c ora.Wl WIM 56 — — SEE DWG. n rL erawt Wkue wow a Pn.c Ol.w.e b.been 5. WELL: ■ New ❑ Upgrade 5 rL 1 — rt Cwwr. Pdrat.. As.0 . PRIVATE ToW DwucCaeca 165 Ta petd Ones: 394 PV. meed[ D 3034/ F-810 .1165 n so. FL Dr .. WHEATON WATER WELLS Dab Ddr.a: 10/8/01 stator Iflee: 0 k.wMr: CALKINS CONSTRUCTION Dob erlep.G 10/26/2001 n ""aPa p .'"� U.K. cams heigm A craws 2+ TAN K 1.0 cpN R n SEPARATION DISTANCES ■septic ClHolding 0S.T.E.P, 0Other To Septic Ab eo tion Uft Holding bsc/Pdwte YgxowWin. GREER in 9 � 000 From Tank veld Station Tank s...r tkWr Well 100'+ 100'+ — — 25'+ STEEL wnw .r eampa b.a e 2 Surface Water 100'+ too'+ — — — LIFT STATION Lot Una 50+ 10'+ — — — sw ti sari YaNdaatuer: an Me a: at. Kgh Waw olmm at: Foundation 5'+ 10'+ — — — wap cab owwce k�wacua. pe fw w W Curtain Drain NONE KNOW BENCH MARK Remarks: laeoUon end Downs! TOP OF WELL HEAD Aw.rwd o.vabwc 97.67 rL ENGINEERS SEAL "opF o °00 �'O��D Inspections performed by: AWWC, INC. Dates: 1st 10/26/2001. ... ....... 2nd 10/27/2001 3rd 10/27/2001e ...� r A. Ga ess O�Op Department of Health lHHuman Services approval —79 G Q`F000 4�OpdPro nand Reviewed and approved by:�-�/�+i �O"i Date: 3'��'O� resslorA °O�000� OR.. 12/00) O/- PERMrrNUMBER: AS -BUILT DRAWING PARCEL m NUMBER: - 051-081-38 SW010230 SWO I NEW WELL 1 I NEW 1000 GALLON I SEPTIC TANK \ DBLt R��JS DBL2 1 WEU �p0 I i \\\\� H#1 \ NEW \ \\ 3 BEDROOM HOUSE \ +' \ B NEW DRAINFIELD \ \7 �• , •-. Dnp •:_ °. : � .' � 1 • i [SEPTIC \ • �.�:': t� ARE�D \ f- �`+ \ \ ST1 22.44 44.83 \ \ •=DRIV€YVAY• �. \ \ ALTERNATE SITE ,. �• . % ; •..:.. ;• •. ST2 28.65 48.81 \ \ : 4�'`'':,.::• DBL1 30.22 49.98 \-� ••'.'•' DBL2 32.46 51.48 C01 38.921 55.31 1 38.41 55.31. :. 41.29 18.44 EMT2 •' 40.53 18.03 ' ' :;' .: •* � 3/6/2002 0000 4�p .... DRAWN BY: RALASKA O ..,• suQV WATER & WASTEWATER c'J'c' s *000 NOT S'PHORC(007)331-0119 1 — 30�..... '•••• • • • ....... 6901 DFRARR ROAD. SUITF }R . A,KKHONSU K * • FAX (001)338.3746 {Ong N ••• •.,,,,V� PREPARED FOR: PHONE NUMBER: PAGE NUMBER: c/o BROOK STILTNER w/ REMAX OF E.R. 694-4200 2 OF 3 J fre me s: '• 7953 LEGAL DESCRIPnON: MINSCH SUBDIVISION; LOT 2, Q �s� ' •........••'�oo�o ��OpO°D�0000a TYPEAS-BUILT DRAWING OF NEW WELL AND SEPTIC SYSTEM LOCATION PERMITNUMBER: AS -BUILT DRAWING PARCEL NUMBER SWO SW01O230 051-081-38 TOP OF 1 INLET •• INVERT OF BUNG• AT INLET - 95.55 GRADE - 98.87 (AVG.) NEW 1000 GALLON SEPTIC TANK laa:S::::: TANK AT 95.99 \••INVERT OF BUNG AT OUTLET - 95.19 FINAL GRADE - 98.54-99.10 FABRIC INVERT OF PIPE - 95.07 (AVG.) M OF :H wc.) ALASKA WATER & WASTKVVATCR C.J.G• SCALE CONSULTANT S• INC. N.T.S. ......•• •• • ••• . ..... 6001 DFRARR ROAD. SUITE PB • ANCB RAGF. AK OOSO4 • PHONF (007)5]7-6170 • FAX (007)136-3746 PREPARED FOR PHONE NUMBER: PAGE NUMBER c/o BROOK STILTNER w/ REMAX OF E.R. 694-4200 2 OF 3)y off• E— Gayness: 53 LEGAL DESCRIPTION: MINSCH SUBDIVISION. LOT 2. Da�e�e...........• .•'•`Fv E,00 TYPEPROFILE AS—BUILT DRAWING OF NEW SEPTIC SYSTEM Ilor *or VIXG P. 02 Vv'lheatan mater VYeUMV Zno. P. O. Sos 07=31.18 WWwOlUaw. JLIMAd ca 99607 1(007) 37CW3061 Well Log W iftIl site Minch Z.at 2 113110CU Fail Depth GiAll./Min 1 INKAUC Leel surface Caisia� dice 6" IMAINSAr Pipe none �01�eeiied 5' (10 slot) 7Per:r1OWMted none DstC ���, 109-20 1 MIND Preferred Custom Homes PO Box 875010 0. From To M+bx-magLUan 0 2 topsoil 2 15 gravel, boulder 15 20 hardpan, gravel 20 125 SIR, clay 125 150 hardpan, gravel 180 185 ant, fine sand, water 31:1111*inew Milo Pltner TO 39vd Mccz:8 8860069 L9:ZT Z00Z/00/E0 / °�/7 /o: 3a A"t MUNICIPALITY OF ANCHORAGE Development Services Department Onsite Water 8 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ONSITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Permit Number: SWO10230 Date Issued: Jul 10, 2001 Expiration Date: Jul 10, 2002 Parcel ID: 051-081-38 Legal Description: MINSCH LT 2 Design Engineer: 0041 AK Water & Wastewater Consultant Site Address: Owner Name: C/O Brook Stiltner w/ remax of E.R. Lot Size: 45018 SQ. FT. Owner Address: 16600 Centerfield Drive Total Bedrooms: 3 Permit Bedrooms: 3 Eagle River , AK 99577 - This permit is for the construction of., Q Disposal Field Q 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: Issued By: Date: % �✓ Date: 7 —/Q ' O Municipality of Anchorage Development Services Department • Building Safety Division ° On -Site Water 3 Wastewater Program 47DO South Bragew St. P.O. Box 196650 Anchorage, AK 99519-6650 www.d.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. bSI — 6S1 ' 38 Permit Number 57WO102 30 Property owneqs) c/o BROOK STILTNER w/ REMAX of E.E. Day phone 694-4200 SITE i/ tailingaddress(2) HfW 4110'Jiat ST. 2ipCode 99577 Legal description (Lot, Block & Sub'd.) LOT 2• MINSCH SUBDMSION Legal description (Section, Township & Range) N/A Lot Size AcreWSq.FL THIS APPLICATION IS FOR: Number of Bedrooms 3 Sewer Only ❑ Well Only ❑ Sewer and Well 0 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. ALASKA WATER & WASTEWATER CONSULTANTS, INC. (Signature of property owner or eutherized agent) Permit Fees: $ 4 UO . oy Date of Payment LT a i OT i Receipt Number. &;29 a Waiver Fe"* Date of Payment: Receipt Number. ALASKA WATER & WASTEWATER .. CONSULTANTS, INC. June 21,2001 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Well and Septic Design for Lot 2, Minsch Subdivision To whom it may concern: The proposed 3 bedroom house will be served by a private well and septic system. Test holes were excavated on the property. The proposed septic system will be designed around the 30 foot radii of these test holes. We are proposing that a 1000 gallon septic tank and a five foot wide drainfield be installed. Comments regarding the proposed design are summarized as follows: 1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring, and the percolation test results. It is our opinion that due to the overall appearance of the soils, an application rate of 1.2 gallons/day/R2 should be used. 2. TRENCH DESIGN: a. Percolation Rate: <1 minutes/inch b. Allowable Application Rate: 1.2 gallons/day/R2 c. Number of Bedrooms: 3 d. Design Flow: 450 gallons per day e. Minimum Absorption Area: 375 RZ f. Total Depth: 6 feet (maximum) g. Effective Depth: 2 feet h. Width: 5 feet i. Reduction Factor: 0.70 i. Minimum Length: 53 feet long j Effective absorption area = 379 W 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system. 4. TOPOGRAPHY: The area for the proposed septic system is generally Rat; in short, there are no slope concerns. 6901 Debarr Road, Suite 2B • Anchorage, AK 99504 Ph: (907) 337-6179' Fax: (907) 338-3246 • Website: akwwc.com We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. '.E., M.S. NOTE: Attached is a site plan drawing, a design drawing, 2 soils logs, and a 7 page construction specification letter which are all part of the design package for this septic system. 6901 Debarr Road, Suite 2B • Anchorage, AK 99504 Ph: (907) 337-6179' Fax: (907) 338-3246 • Website: akwwc.com I I I 1 I I I - I 1 I I I T15N. R1W, SEC. 5, LOT 79. WACANT.D NOTE: THE TEST HOLE LOCATIONS ARE APPRO%IMATE. T15N, R1W, SEC. 5. LOT 78. NO ENCROACHMENT CONCERNS 1 PROPOSED SEPTI PRO �ED� SYSTEM. (SEE PACE 2 OF 2) T15N, R1W. 1 ALASKA WATER & WASTEWATER M CONSULTANTS, INC . rsY roezuseaz�e = 1009 c/o BROOK STILTNER w/ REMAX of E.R. 694-4200 1 1 OF 2 EGAL DESCRIPTION: MINSCH SUBDIVISION; LOT 2, YPE OF WORK: SITE PLAN FOR PROPOSED WELL LOCATION AND SEPTIC SYSTEM LOT 85, ALLUVIAL STREET _ T15N. RiW. SEC. 5, LOT 94, NO ENCROACHMENT CONCERNS LLJ 1 I i ALTERNATE SITE. PROPOSED 3 BEDROOM HOUSE —_---_ (APPROXIMATE LOCATION) , T15N. R1W, SEC. 5. LOT 95. NO ENCROACHMENT CONCERNS 1 ALASKA WATER & WASTEWATER M CONSULTANTS, INC . rsY roezuseaz�e = 1009 c/o BROOK STILTNER w/ REMAX of E.R. 694-4200 1 1 OF 2 EGAL DESCRIPTION: MINSCH SUBDIVISION; LOT 2, YPE OF WORK: SITE PLAN FOR PROPOSED WELL LOCATION AND SEPTIC SYSTEM LOT 85, ALLUVIAL STREET _ T15N. RiW. SEC. 5, LOT 94, NO ENCROACHMENT CONCERNS ARt ALTERNATE �FLATI —PROPOSED DRNNFIELD. EXCAVATE A TRENCH THAT IS 6 FEET DEEP (MA7(IMUM) BY 53 FEET LONG BY 3 ��EEEEff WIDE. ADD 2 FEET OF CLEAN, WASHED SEWER DRAINROCK. r INSTALL DOUBLE CLEANOUTS ,—PROPOSED 1GALLON TAN / SEPTIC TANK INSTALL FOUNDATION CLEANOUT PROPOSED 3 BEDROOM HOUSE (APPROXIMATE LOCATION) NOTE: THE TEST HOLE LOCATION ARE APPROXIMATE. NOTE: THE CONTRACTOR SHALL HAVE THE WEST PROPERTY UNE FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. 6/21/200 r. ��!'• �. i DRAWN BY: ALASKA WATER & WASTEWATER SCALE: J.L.M. e,.A� �.� m ..' CONSULTANTS, m NL -S (90713374179 • rex (9071338-3ZO 1 = 30' BROOK STILTNER w/ REMAX of E.R. 694-4200 1 2 OF 2 7953 MINSCH SUBDIVISION; LOT 2 E OF WORK: DESIGN OF PROPOSED WELL LOCATION AND SEPTIC SYSTEM i i i i i I ARt ALTERNATE �FLATI —PROPOSED DRNNFIELD. EXCAVATE A TRENCH THAT IS 6 FEET DEEP (MA7(IMUM) BY 53 FEET LONG BY 3 ��EEEEff WIDE. ADD 2 FEET OF CLEAN, WASHED SEWER DRAINROCK. r INSTALL DOUBLE CLEANOUTS ,—PROPOSED 1GALLON TAN / SEPTIC TANK INSTALL FOUNDATION CLEANOUT PROPOSED 3 BEDROOM HOUSE (APPROXIMATE LOCATION) NOTE: THE TEST HOLE LOCATION ARE APPROXIMATE. NOTE: THE CONTRACTOR SHALL HAVE THE WEST PROPERTY UNE FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. 6/21/200 r. ��!'• �. i DRAWN BY: ALASKA WATER & WASTEWATER SCALE: J.L.M. e,.A� �.� m ..' CONSULTANTS, m NL -S (90713374179 • rex (9071338-3ZO 1 = 30' BROOK STILTNER w/ REMAX of E.R. 694-4200 1 2 OF 2 7953 MINSCH SUBDIVISION; LOT 2 E OF WORK: DESIGN OF PROPOSED WELL LOCATION AND SEPTIC SYSTEM i i ALASKA WATER & NVASTL'WATER CONSULTANTS. INC. LEGAL DESCRIPTION: MINSCH SUBDIVISION; LOT 2. PERFORMED FOR: RANEY HARDMM DATE: 5/25/01 (feet) GASP 6 TEST HOLE R W SOME GW – ORG SILT AND 2 –�2.5C' ORGANISOIL ORGANICS CLASSIFICATIONS :{_; ; GASP 6 •...,.• W SOME GW – ORG SILT AND .mss.., !<+e•' GP ML 3 GM CL a •• GC OL �: °. • o o SW MH SP CH 5';:: SM OH ... SC 6 �. '•' 7 READING CLOCK NET TIME WATER LEVEL TIME (MINUTES) READING NET DROP (INCHES) :{_; ; GASP 6 •...,.• W SOME -`: ••� SILT AND BOULDERS 10 17 n 16 19 �^ DEPTH TO DATE GROUNDWATER 12• 5/25/01 DRY 6/4/01 TEST HOLE LOCATIONS ARE APPROXIMATE ♦ 1 ♦ I �I 1 1 1 I � I j +TH#I ♦♦��� i C; RRC +TH#2 SITE PLAN 1 =100• DATE READING CLOCK NET TIME WATER LEVEL TIME (MINUTES) READING NET DROP (INCHES) ONS 5G� SORgF9 G NO 5I31I20 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6• (INCHES) 20 I I TEST RUN BETWEEN 5.5 FT. AND 6.0 FT. COMMENTS: THE INSITU SANDY SOILS SHOULD ACT AS A SAND FILTER. PERFORMED BY ALASKA WATER & WASTEWATER 1. JEFFREY A. GARNESS• CERTIFY THAT THIS IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: — DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) • 4O 4 10' 6401 _0(6OOQ�OO 5Iy1 ALASKA «'ATIER & WASTEWATER o� CONSULTANTS, INC. b .�.. o .. . �.9 �, SOIL LOG • — PERCOLATION TEST .... ....:... LEGAL DESCRIPTION: MINSCH SUBDIVISION; LOT 2, oOQ u t e re A. ess C 7953 PERFORMED FOR RANEY HARDMAN DATE: 5/25/01 04�/ •. �c►0 DE __ -_ Q 4e .... iSN 0 �dProfese\oo�o 0000��0 (feet) =- TEST HOLE 2 1 = - 2 ==—_ 3' ORGANICS SOIL CLASSIFICATIONS T- TEST HOLE LOCATIONS _—_ d:ro'• GW __ ORG ARE APPROXIMATE ---= ` ^ire- GP ML3 `� / GM CL �•• .•: GC OL .• ;.•: °..�. o SW MH %1 5 `a::t • • • SP CH 1 •_`:••: SM OH IL 6 ... '{'••i =.... SC ` "�•� i +TH81 ��— 7 ;:: ,,.• DEPTH TO DATE f GROUNDWATER i g G SF 10' 5/25/01 rs +T.12 r,,.e. '`=••� "•• W SOME SILT AND ;� BOULDERS SRE PLAN {••� .. .•• 1�=100 10 e•; 71 1 •{ • • •�=.=.e. F � to 12 R '• B.O.H. , 13- 3 0 14— 4 1 r a %A N 15- 516 16- 17- 1718 18- 19 19 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6' (INCHES) �Y y TEST RUN BETWEEN 6.0 FT. AND 6.5 FT. 20 COMMENTS: THE INSITU SANDY SOILS SHOULD ACT AS A SAND FILTER. PERFORMED BY ALASKA WATER & WASTEWATER I, JEFFREY A. GARNESS, CERTIFY THAT THIS W P FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: L 1 DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) 10' 6401 DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) •f(S• MSN NS�NS P�SO�gf9 NOS' Q�G 1' �T'� 5Iy1 I / Municipality of Anchorage Development Services Department y •/ Building Safety Division ,. Onsite Water 8 Wastewater Program 4700 South Bragaw SL P.O. Box 196650Anchorage, AK 99519-6650 www.cl.anchorage.ak.us ^ (907) 343-7904 `//'✓�j CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 051-081-38 HAA# /1A001) /D Expiration Date: 2 % — O � 1. GENERAL INFORMATION p Complete legal description f MINSCH SUBDMSION: LOT 2' Location (site address or directions) 21635 ALLUVIAL STREET • CHUGIAK. AK Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address RANDY ROELOF Day phone c/o BROOK STILLNER w/ REMAX of EAGLE RIVER Day phone BROOK STILLNER w/ REMAX of E.R. Day phone 440-4200 16600 CENTERFIELD DRIVE • EAGLE RIVER, AK 99577 Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3 3. TYPE OF WATER SUPPLY: Individual Well N Individual Water Storage ❑ Community Class Well ❑ Public Water System ❑ TYPE OF WASTEWATER DISPOSAL: Individual On-site IN Individual Holding tank ❑ Community On-site ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSO also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Note: Alaska Water and Wastewater Consultants, Inc. shall be paid $ 166S --at, orprior to closing for the engineering services provided. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Health Authority Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is(are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. 1 further verify that based on the Information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) In compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm ALASKA WATER & WASTEWATER CONSULTANTS, INC. Phone 337-6179 Address 6901 DEBARR ROAD, SURE 28 • ANCHORAGE, AK 99504 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Date ZS OZ Engineer's Comments: In conducting this evaluation, AWWC, Inc. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines 8 Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identirrable features. The operational life of all wells and septic systems depend on the local soils condition, groundwaterlevels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. AWWC, Inc. can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party Is not authorized, nor will it confer any legal right whatsoever. S. DSD SIGNATURE Approved for 3 bedrooms. Disapproved. Conditional approval for bedrooms, with the fllowing stipulations: Attachments: HAA Checklist Septic System Advisory Well Flow Advisory Manitenance Agreements Supplemental Engineer's Reort Other By: LL) sil /` Original Certificate Date: (R•,. 17101) Municipality of Anchorage Development Services Department Building Safety Division O"Ite Water & Wastewater Program 47W South Bragaw SL P.O. Box 196650 Anchorage, AK 995196850 www.d.anchorage.ek.us (907)343.7904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: MINSCH SUBDIVISION: LOT 2 Parcel ID: 051-081-38 A. WELL DATA Well type PRNArE If A, B, or C provide PWSID# N/A Date completed 10/8/2001 Sanitary seal (YM) YES Total depth 165 it. Cased to 165 ft. FROM WELL LOG Date of test 10/8/2001 Static water level O ft. Well production 1 g.p.m. Well Log (YIN) YES Wires properly protected (Y/N) YES Casing height (above ground) 24+ in. AT INSPECTION WATER SAMPLE RESULTS: Coliform oolonies/100 ml. Nitrate 0•Z0 mgJL. Arsenic: N/A mgA. Date of sample: 2/ A2 3 IZG o2 B. SEPTICfHOLDING TANK DATA Tank Type/Material STEEL Tank size 1000 gal. Number of Compartments 3 Other bacteria colonies/100 mi. Collected by: AWWC, INC. Date installed 10/26-27/2001 Cleanouts (YIN) YES Foundation cleanout (Y/N) YES Depression over tank (Y/N) NO High water alarm (YM) N/A Date of pumping NEW Pumper C. ABSORPTION FIELD DATA Date installed 10/25-27/2001 Soil rating gii.d rftlbdnn) 1_2 Length 56 ft. Width 5 ft. System type TRENCH Gravel below pipe 1.93 ft, Total depth a.4—s.0 ft. Eff. absorption area 394 ft' Monitoring tube YES Depression over field NO Date of adequacy test NEW Results (Pass/Fall) — For 3 bedrooms Fluid depth in absorption field before best = in. Water added =gal. New depth =in. Elapsed Time: = min. Final fluid depth = In. Absorption rate >_ — g.p.d. Any rejuvenation treatment (past 12 mo.) (YM & type) — If yes, give date — D. LIFT STATION Date Installed 'Pump on" level at _in. E. SEPARATION DISTANCES Size in gallons High water alarm level at in. Cycles tested Meets alarm & circuit requirements? SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankAift station on lot 100'+ Absorption field on lot 100'+ Public sewer main N/A Sewer /septic service line 25'+ On adjacent lots 100'+ On adjacent lots 100'+ Public sewer manhole/cleanout N/A Holding tank N/A SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main N/A Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main N/A Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION A'�WG k'l.! I certify that I have determined through Aeld inspections and e!. ! ;rf review of Municipal records that the above systems are in """" " • "' conformance with MOA HAA guidelines in effect on this date. ... ............. ey . e: Engineers Printed Name JEFFREY A GARNESS 7953 Date 1S1o=- •'o�P�oieesie^d'6 HAA Fee $ 37f ao +116-0 _ ©0 Date of Payment _,.%Z 7 /O 2 - Receipt Receipt Number b 17551 4-1 (Rev. 12J01) Waiver Fee $ Date of Payment Receipt Number 0-27-02118:84 ;CT end E CTE Environmental ' Asba, op Ditdafose ..�.�... ^W'C 88818001 • 21 2 Rt�s0 .-rs Drinking Water Analysis Report for Total Coliform Bacteria ..wnnvsnucrrolvso,vjeemuzsMEasFoeaCOLUCrn GUWIa O PUBLIC WATER SYSTEM I.D.0 14 PRIVATE WATER SYSTEM Sp/Raal. 2M sawiere e. SAMPLE DATE: 10 Mouth SAMPLE TYPE: 7& Roetloe C Rep al Simple m l (tor reudw sam �N witho . special Peruse SAMPLE LOCATION Commit: ze. m Day Year O Treated Water unovkmd Water Tran Collected coned" By 00 Jotr. MM1it rbw rw An.lysk shows We Weer SAMPLE to be M4-4sdsfsemry • unsttiabe xy p Sat=" at "houa old. melts may c one be ovis wi��Chours old u �I ^anerld to ln&. te to le reselta. Pkao send new mMk via special ddlvay mail. Dots RwivM �f &�7- Tl Time ftaedved f (a3 S Aaalyeb se[" 1 �Duc S Maly WMoth*& 4MM4 O � • VaabaofeoleniWIDO n1. Lab Rot No Ri.olt• Analyst ip2 ts�p `� NN A44 sM te A QLG Ase► talo Jim fa cue. e:edaw df.mer raala: ❑ 4�? Pared $Pam*ft fared Dew � Zr1M to L BACTERIOLOGICAL WATER ANALYSIS RECORD MM"VGRoam Tet COMM Gcoa %le"Mae Men Dina Con" rvrc • n........ re res+ Vsrillestieat LTD %GS COUfrRM w •o+.ww Real Cellferm CeHtreudest fkalMaab afftterlleselM C$Wwsfl00e01 Reported By 3 L Zntn._ bra Z/Z 06ed :91:91, ZO-LZ•Jefl :9bZE BEE L06 :uOO J818MOISeM pus JOIBM eSSeTV :AS ;ueS 3-27-02916:34 ICT and E �5Aft\eL.e -0z AALCT&E Environmentj Laboratory Division AWwC 1661300% '� 2rsv��rs n n rn . L4: SO Drinking Water Analysis Report for Total Coliform Bacteria READ INSTRUCTIONS ON REVERSESIDE BEFORE COLLECTING SAMPLE ..1311 we rnum F.TFa BY WATER SUPPLIER TO BE COMP O PUBLIC WATER SYSTEMI.D.#' CE 1 PRIVATE WATER SYSTEM ae r. -w e.n.1n X Send Invoke O sendnanks SAMPLE DATE: 13 Sead/arefre Mm EP IZE SAMPLE TYPE: Routine o Repeat Sample (for roalinessmple with lab reL no. ) C Special Purpose SAMPLE LOCATION . Comments: D Treated Water AUntreated Water Time Collected Collected Jot By&u 40$ - 1-kVON - rk tm Drive e 1/ 2 ¢Ef3ar1 n . 8-1606 Analysis chows this Water SAMML to De: Satisfactory D Unsatisfactory 0 Sample over 30 hours old, results may be unreliable D Supple too long in nansir, sample should not be over3101wurs old at examination to indicate reliable results. Please send new sample viarpe ial delivery mail. Dab Received �- OL Time Received Analysis Began Analytical Method: -st-Mernbrane ll" MUG e Number ofeolonies/100mi. Lab Ref. No. Result* Analyst m/7�� valo Coli. SenitoAD.E.C. Anch Elks Jee FOd Date: Time: Clieint nodal of lsfac tresults: ?homed Spoke with cared Datr: 612 me: is SACI•ERIOLOGICAL WATER ANALYSIS RECORD MMO-MUG Result: Total Cditora E Coli Rlembnee Filter Dlreet COOOt (,in Cna Cotealetlloo ml VeriOcation: LTB CCB _• COLIFIRM Fecal Coliform CooOrmation Final Memb" a Filter Results d .d C-44-;' Coliformnoo rd Report Z Time An Member o1 theDGS Group nvrr- r en...we1 r. rw 00 -olawe-1w.te ENVIRONMENTAL FACnRiES M ALASM CALIFORNIA, FLORIDA, ILUNOIS, MARYLAND, MIcmrAK MISSOURI. NEW JERSEY, OHIO. WEST VIRGINIA Z/1 e0ed 151:81 ZO-LZ-Jen 1GbZC GCC L06 !UOO JelemalseM Pue J81EM eMsETV :AS 3uaS MAR -15-02 04:57PM FROM -CUE ENVIRONIENTAL SRV G CUE Environmental Services Inc. `• errrrr." srrr�rrrrrr� Cr&E Ret.N 1021493001 Cheat Name AK Water & Wastewater Consultants Inc. Project Nsme/N Minsch S/D Client Sample ID Lot 2 Matrix Drinking Water Ordered By PWSID 0 Sample Remarks: 9075615301 T-215 P.02/02 F-084 Client PON Printed Date/time Collected Date/time Received Date/time Technical Director 03/25/2002 16:47 03/2112002 16:35 03122/2002 13:20 S �tes C Ede Pmmna Resale Allowable Prep Analysis PQL Units Method Limits Dale Date Init Staters Department Nitrate -N 0.200 U 0.200 mg/L EPA 300.0 (<10) 03/22/02 JDT Microbiology Laboratory Total Coliform 38 0B, No Coli col/100mL SM18 9222B (<1) 0322/02 KAP