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HomeMy WebLinkAboutDONALD C SCHROEDER #2 LT 7BMunicipality of Anchorage On -Site Water and Wastewater Program - (907) 343-7904 Page 1 of 1 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: SW030183 PID Number: 050-521-86 Dwelling: ON Single Family (SF) ❑ Duplex (D) r-1 Multiple (SF and/or D) Project: nN New n Upgrade Name: Brent Mason ABSORPTION FIELD ❑Deep Trench ME Shallow Trench R Bed FJ Mound Address 025141 Crystal Creek Drive D Other Phone Number of Bedrooms Soil Rating ITotal depth from original grade 907-360-3237 13 3 GPD/SFJ 4.1 Ft, LEGAL DESCRIPTION Depth to pipe invert from original grade 1.1 Ft. Gravel depth beneath pipe 3 FL Subdivision Block Lot Donald C. Schroeder #2 7B Fill added above original grade 5.5 Ft. Gravel length 30 Ft. Township Range Section Gravel width 5 Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES TO Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 258 Fe 1 Ft, Well 187.4 129.3 NA NA 25+ft TANK El Septic [I S,T.E.P. 171 Holding Fill Other Manufacturer Capacity Advantex 11,500 Gal. Surface Water 100+ 1 00+ft NA NA Material Plastic Number of compartments 2 Lot Line 1 O+ft 1 0+ft NA NA NA Foundation 5+ft 1 0+ft NA NA LIFT STATION Manufacturer Capacity Gal. Curtain Drain 24.3ft 21 ft 1 NA NA RemarksSee Anchorage Tank papers attached. Pump on level at in. Pump off level at in. High water alarm at in. *Engineer was not present during tank Installation. Anchorage Tank approved install. Pump make and model Electrical Inspections performed by Installer PIPE MATERIAL House totank D30134 Tank to drainfield 93&'54 Evertt Excavating Drainfield P30)LI Vs(o CO/MT="J�gl, Inspector *Anchorage Tank & Welding (Tom) BENCH MARK (Assumed elevation) 100.00 ft Inspectes:tion 1" 9/22/03 nd Location and description da2 3`d 0 1 Main Car Door Garage Cement Slab COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp OF X� nd tional Approval: Date 12-- ce I 9 P AS P"4i 01)9A Ft (216( 2- Nopa Q- 0_ golf, 60"Y', V T Approved Date tl i 6T vft, Inspection Report-9-1-12.doc Pt/ DY, Municipality of Anchorage j� 11 (. �AV `ti-.. vepa rYmen[ P.O. Box 196650 0 4700 Elmore Road Anchorage, Alaska 99519-6650 0 (907) 343-7904 0 Fax (907) 343-7997 hftp://www.muni.org/Onsite � On -Site Water and Wastewater Program Waiver#: OSV161147 COSA#: Permit#: SW030183 PID#: 050-521-86 Legal Description: Donald C Schroeder #2 Lot 7B Engineer: Douglas T KenleV, P.E. Applicant: Brent Mason Your request for a waiver of the required 50 feet horizontal separation from the absorption .field to the excessive slope has been approved. The approved separation distance is 10.5 feet. See engineer's waiver request and profile drawing for justifications. This waiver approval applies to the existing absorption field only. Any future upgrade to the on- site wastewater disposal system will require all separation distances be met or another approval from this department. ❑ The affected adjacent property owner(s) have been given a 7 day notice regarding this waiver. ❑ Notarized letter(s) of nonobjection have been received from the owner(s) of the affected adjacent property. ® Adjacent properties are not affected by this waiver. M a a a a a a a a a a a a a 6 a a a a a a a a a a a a a a a a a a a a a a a a a 6 a a a 6 a a a a a a a a a a a a In a a a a a It a a a a a a a a a a a a a a 1 Waiver is Granted: X Waiver is not Granted: I 9`"g' jjfl Date: , C i _ Approved by:Ali , t ii� (I'a Name of Reviewer aa■ma■aa■aaa■aaaaaa 0 a a■aa■a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a 0 a a 2 a 0 a a a a a a as Douglas T. Kenley, P.E. 9806 E. Northstar Circle, Palmer, Alaska 99645 (907) 746-1073 December 5, 2016 Municipality of Anchorage On-site Services 4700 S. Bragaw Street Anchorage, Alaska Re: Mr. Brent Mason, Owner Donald C. Schroeder #2 S/D, Lot 7B 25141 Crystal Creek Eagle River, Alaska LESS THAN 50 FOOT FROM SLOPE GREATER THAN 25 % WAIVER REQUEST The above referenced lot has a slope greater than 25% within 50 feet of the proposed leach field. The edge of the slope caries from 10' — 15' from the endge of the leach field. The owner requests a waiver from the required setback distance. The septic system has been in operation since 2003 with no evidence of any leaching on the slope. The system has an Advantex treatment system and is serviced by Anchorage Tank. (See attached letter.) The proposed waiver will have no measurable impact on reserve space, surface or subsurface, or on drainage to adjacent lots. Please consider this letter and attached DWG drawing marked page 1 of 1 a request for review and approval of a 10 foot waiver of the proposed drian field and the existing cutbank. If there should be any questions concerning this matter, please call me at (907) 746-1073 or 243-5372. Sincerely, Douglas T. Kenley, P.E. PE#8176 (ertttteb ariutng log by DOC CO. dba SULLIVAN WATER WELLS P.O. BOX 670272, CHUGIAK, ALASKA 99567 • TELEPHONE 6885 q o/7 OWNER OF LAND. e<g..tr 414.tarl ADDRESS: LEGAL DESCRIPTION. ea NALV C. rrtistnE6E41 00'02 it 'p/3 DATE: %( y/�Oad. PERMIT NUrrreMBER: O20 I6 #- Date of Issue 6 _icz-Qa TAX IDENTIFICATION NUMBER: 050 - .411 - P'6 Is well located at approved�permit location? /ms's J No Method of Drilling: t -etr rotary 'J cable tool Depth of well. 4 01) Casing Type STL'Ft_ Wall Thickness • s26" inches Diameter (j inches, depth / feet Liner Type. A) b") Casing Stickup Above Ground' 01 ' Static Water Level. / 6u Recover Rate: 3 Method of Testing: CLQ feet feet Well Intake Opening Type: J open endropen hole ▪ Screened; Start J Perforations Start Grout Type: /3!'^t ra'JrTia Depth: from D feet Stopped feet fee►/ Stepped feet Volume �1 coLgS feet, to a o 'f' feet Well Disinfected Upon Completion? 4 -"ret J No Pen Method of Disinfection* C Mho at i 5"0 ! e Comments: BORE HOLE DATA DEPTH Fmm To 0 01 2 4 4 /8 /s S'S' S ID /P1 190 9a Jena a c it .27S r 377 377 3rD n 401/4 Driller's Name C.4 r r, c cJ r D UEC RoIOc rJ �iLIT 644Je` 13E4ectc /3Fen JCA' 6/ QJAR74 13, cM . c s. /�> fi.2JCK r✓✓/ QJ1147Z sFe4r1S Id -G tad reiiJCK t7EtuaC.tc t.// Qin? rCia. $ s'rind /S-CPri (3P&c?cA 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. 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 `J-Zz -03 e 30 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Renewal Permit Number: SW030183 Legal Description: DONALD C SCHROEDER #2 LT 7B Design Engineer. 0069 Douglas T. Kenley, PE Owner Name: Brent Mason Owner Address: 20510 David Ave. Eagle River , AK 99577 - Date Issued: Jun 11, 2003 Expiration Date: Jun 10, 2004 Parcel ID: 050-521-86 Site Address: 025141 CRYSTAL CREEK DR Lot Size: 77392 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapter Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Waf 3, The engineer must notify DSD at least 2 hours prior to each insp (907) 343-7904 (24 hours ). ( Not required for a Water Supply 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. pbeetwlWa Received By: a'i-el‘-‘..5P '1 • Issued By: aw:// fltr-tr- Date5-7-04( Date: 4////03 Municipality of Anchorage Development Services Department ' Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.clanchorage.ak.us (907) 343-7904 • ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. Q &:J -5)-1- 'a, Property owner(s) (3 no. r1t 11"10.4.,t Ot, Mailing address (1) 209n t»— J 4L.e- firs: 27/4/ CtYSTAL CNEER D/t►uf Mailing address (2) R i oer A I< Zip Code 9 ?Sr? Legal description (Lot, Block & Sub'd.) Dating C. SCgROEfER *z Su80. for 78 Legal description (Section, Township & Range) Lot Size 7 72 9.), d, Acre Number of Bedrooms 07,9111,3,_ Permit Number SW Day phone 3( ^ 3x37 THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub Swimming Pool Therapy Pool Well Only Water Storage Jacuzzi Water Softening Unit 0 0 0 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. (Signature of property owner or authorized agent) &4a: Permit Fees: 4 eve 00 Date of Payment: C/zo/aJ Receipt Number: 351.11 (Rev. 12/00) Waiver Fees: Date of Payment: Receipt Number: REur-w 6 -/2-03 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 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initiat Permit Number: SW020167 Legal Description: DONALD C SCHROEDER #2 LT 78 Design Engineer: 0069 Douglas T. Kenley, PE Owner Name: Brent Mason Owner Address: 20510 David Ave. Eagle River , AK 99577 - Date Issued: Jun 12, 2002 Expiration Date: Jun 12, 2003 Parcel ID: 050-521-86 Site Address: Lot Size: 77392 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 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. 7/7/O2, WELL PR/LL ER CALLED : If M UVItib THC G.EGC /00 � PCIE Sean/.` HE COuSKGTEO E,v6/vfeR ANO EA/GlhttiC CtfTED /VO CVNF[/c7t. Received ,/l1 c Zit Date' 4/7 Vox. Issued By: G��� / /d. Date: co - A7--09— Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. ibSD" 5-P 1 — 10 Permit Number SW n 2 0 I (07 Property owner(s) t7rr77 t ,77,vt on Day phone Mailing address (1) 206/O 0:A 4.3 e_ Mailing address (2) Fa c}/t E-' JCC 4-4 Zip Code S 77 Legal description (Lot, Blocks& Sub'd.) ,4et 7B Ocn&/ C Senn e e/er 541, d2 Legal description (Section, Township & Range) Lot Size 779t Acre q.Ft. Number of Bedrooms a THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub Swimming Pool Therapy Pool 0 Well Only i Water Storage Jacuzzi Water Softening Unit 0 0 0 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. (Signature of property owner Authorized agent) Permit Fees: 6,c0 Date of Payment: Receipt Number: (Rev. 12/00) 6Ai/oa_ ao8il0 Waiver Fees: Date of Payment: Receipt Number: Douglas T. Kenley. P.E. 9960 E. Puffin Drive, Palmer. Alaska 99645 (907) 746-1073 June 3, 2002 Municipality of Anchorage Developent Service Department Building Safety Division On -Site Water & Wastewater Program 4700 S. Bragaw Street Anchorage, Alaska 99519-6650 Re: Proposed Well and Septic System with ADVANTEX TREATMENT SYSTEM AX -20 for Lot 713, Donald C. Schroeder Subdivision, Addition #2, Eagle River, Alaska Brent Mason, Owner GENERAL SITE INVESTIGATION REPORT AND PERCOLATION TEST RESULTS The above -referenced property proposed for a future three-bedroom residence is located at mile 6 of the Eagle River Road at the intersection of Cristal Creek and Eagle River Road. On June 18, 1996, an inspection was conducted on the above -referenced 77,392 sq. ft. site. The property is treed with birch, cottonwood, spruce, and some alder. It has slopes ranging from 2-25%. The immediate area selected for the wastewater disposal system has an average slope of 3%. During the digging of three test holes, groundwater was discovered in all three holes, two within a depth of 4' from the surface (test holes 2 and 3). It was determined that a curtain drain could intercept some of the groundwater coming down the hill toward the proposed site of the septic system, and in August of 1996 a curtain drain was installed by South Fork Excavation. The owner of the lot did not build that year, but readings were taken on the test holes at various times over subsequent years. Interest has been revived and building is being pursued this spring. It is felt that the newer advances in innovative septic systems will alleviate the earlier concerns regarding the installation of the septic system. See the attached logs that show the soil classifications, groundwater monitoring, and the percolation test results. The discepancy that exists between the original depth and the current depth of test holes #1 and #3 is a result of the curtain drain installation in 1996 and fill subsequently placed over the site selected for the septic leach field. Given the varying absorption rates of the test holes, the intent is to install an Advantex Treatment System that will allow the use of a small drainfield within the 30' radius of test hole #1. This same area will accommodate an alternate drainfield for future use. The area around test hole #3 could also be utilized for an alterate site, although the water table is within 6.71' of grade in that area as a result of the highest water reading measured. Because of the percolation rate, the allowable soil application rate for Advantex effluent is 5.0 GPD/SQ. FT. An application rate of 3.0 GPD/SQ. FT. will be used for conservative purposes. Lot 7B, Donald C. Schroeder Subdivision, Addition 1t2 Page -2- 6/4/02 The Orenco Package System will be manufactured by Anchorage Tank & Welding to meet the latest design criteria established by Orenco Systems, Inc. There is no surface water within 100' of the proposed septic system site. Final grading will ensure that there are no slopes greater than 25% in the area of the leach field. The proposed system will have no measurable impact on additional reserve space, surface or sub -surface drainage, or on drainage from adjacent lots. It appears that there is no potential for contamination of adjacent water wells or streams from known sources. Attached please find proposed design drawings for the onsite well and septic system. If there should be any questions concerning the percolation rate or characteristics of the site, please call me at (907) 746-1073 or 243-5372. Sincerely, tDt Douglas T. enley, P.E. PEN8176 O SEPTIC SYSTEM PLAN DESIGN I , • ' \ 15' uram`uscYcxr 1 /� 1 / 209( ©o c e e 0 e e e e e e i i§ litAll e 1 § 3 a $ . P 95' L 36. m X S' ■ LDOI FlP1D iii-. " i 44 P t 1 i _ N 000 14' 47- w 273.32' 0 I 0 • kWVE 162 3 / •t " ` • i /y 1 ST ss 11 00 14' 47' W 345,81' BRENT MASON LOT 76. DONALD C. SCHROEDER SUB., #2 EAGLE RIVER, ALASKA eZ DOUGLAS T. KENLEY, P.E. w rar..r p-_ r r • fir 10-011 n z WI1SIkS OIld]S SNOIld1l01VO 1 i R P° P» N + f9 N Ro° gE C M2 2 ,6!1 g2r5 gp til g8> SNP q]c t-,�2}- > i .g i�if fPAE a 2S gtP gra MFIt I,IN�o o E I 0 P BRENT MASON LOT 7B, DONALD C. SCHROEDER SUB., #2 EAGLE RIVER, ALASKA DOUGLAS T. KENLEY, P.E. wur.. Pana .rINNS C� z /n cn I ' I n cn 0 z >1 c (f) 2 E zco 0 1 t ti a € 11211 R E9 Ra 2 O O ijN tt 6 + SA N r o 161 ;iM2E1-2 AfnN ggr2) -mg sR$E0 N :G) 600> N 2015t=b � opo VO hh d� 4' MIN TO GROUNDWATER 36' 6' MIN TO IMPERMEABLE LAYER 6' 3'-0' MIN. BRENT MASON LOT 78, DONALD C. SCHROEDER SUB., #2 EAGLE RIVER, ALASKA DOUGLAS T. KENLEY, P.E. a. - MS Os - M..s r r • PIOw11,13 z tn D 171 fel rri D (J) 0 z 8.93' s%7 Pt BRENT MASON LOT 7B, DONALD C. SCHROEDER SUB., #2 EAGLE RIVER. ALASKA Ft m r m rn r m Z 0 DOUGLAS T. KENLEY, P.E. w 0.10~ e rte. ,... Pyr m 0 r m 11 1 1 1- J 0 o E IREVISER 04/04/02 DATE: 03/14/02 F § ADVANTEX AX -20 Sicer SEPTIC SYSTEM j ANCHORAGE TANK & WELDING, INC. `� r�� \` 4700 PORCUPINE DRIVE^��\\ (907) 2724540 STANDARD i ANCHORAOE.ALASKA 13 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.alcus (907) 343-7904 PROPERTY OWNER AGREEMENT FOR THE MAINTENANCE OF AN ON-SITE WASTEWATER DISPOSAL SYSTEM This agreement, dated 5-.30 —Da , is made between the Municipality of Anchorage Development Services Department (DSD) and the pro. rty owner(s) of: if 7 6 41124' e This agreement is made for the purpose of maintaining an on-site wastewater disposal system on the subject property. The property owners agree to the following: Submit to the Municipality of Anchorage, on an annual basis, an inspection and operation statement from a registered professional engineer. This inspection and operation statement shall verify that the engineer has inspected all effluent and air pumps, timers, and alarms, and that any deficiencies have been repaired and that the system is functioning as designed. flitr ' 5. P l .t,k(A7l (Signature) (Signature) Treri# S• i'1lasot'l (Printed Name) (Printed Name) The Foregoing Instrument was acknowledged before me by ?eta /-tNS+a✓ on this •;Q day of Piny ,201A- Witn s m • .r•'. I/r / 4. Not P,• .lie (S)•g re) (Notary's printed name) My Commission Expires AIM tit> -100 ( seal. • Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street. Anchorage. Alaska 99502.0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR ,4ricery N/ -SSC&) -cos .'e .O C. ate LEGAL DESCRIPTION. Ler 7�.1 r/G'E�<< Township, Range, Section 1 2- 3- 4- 5- 6- 7- 8- 9 10 - 11 12- 13- 14 - 15- 16- 17 - 18- 19- 20 - v H T 0 .. •2,.o 4r0 4 P 'T ;, O `•0 • O • c O 'o D I T o 0 a .a r 0 p 0• 0c 0 0 O,Ccovitu rf //oral "7 4 COMMENTS GH - <.c.✓r 6.uedu/ft/ �rtay SLOPE WAS GROUND WATER 4'4 — L/6AdrdrCC47166UNTERED1 IF VES, AT WHAT SITE PLAN 'fur .,, �rYkdti ra" i rtv LEs 5 /9.L / O E Depth WWAIF MIF / AeniunnpT B.L Oil �,9A f Reading Dale rte. -sea 'Cc°, (2) (21 63 `'/t c/ty Giots Time -.floc 4i oY en< J.91 yz /2t &' ix re Nt Twee io �c dOir g0 3O O pito 10 Water 4,/c P/94 9., 0" 4// O se.t y �B PERCOLATION RATE 17. UTMnwleWinchtPIRG HOLE oiAMET ER TEST RUN BETWEEN J /1 NL1 FT A O ` FT v' a. C R .psis c PERFORMED e+ �l ACCORDANCE WITH ALL STATE ANO MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. D Nei Oiop y%.S„ 1 9''e" ERTIF♦ THAT THIS TEST WAS PERFORMED IN 6.5 -•OZ • Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR:Weita '4 Y ,'t'4Ji'A Oo,vic.G t'. "V2 LEGAL DESCRIPTION: LCr f6'.iey.006=0G,C ZTownship, Range, Section: warty MGM .,. DATE PERFORMED: • 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 O •' , G • s. s r� " �• 0 O 0' so , r e0 G'/-7— 4/ <s/r lacy b,/ SLOPE J N WAS GROUND WATER ENCOUNTERED? Yes IF VES, AT WHAT DEPTH? 7' Depth In Water Atter l% X6/96 Weltering?r Date: 5 L 0 P E SITE PLAN t N /2 Reading Date Gross Time Net Time Depth to Water Net Drop O,Gsrje, tttca •••*- /d.L''f (2) 3/4p/9/. ; .44"-— H" .- f .0-2. ,90 7'%i /./ " 20 d an PERCOLATION RATE " (minutes/Inch) PERC HOLE DIAMETER TEST RUN BETWEEN .Z�Z FT AND • FT COMMENTS vv a. L.c d✓ :arc..✓A4..: T PERFORMED 8V *CC" ��+"r'e' 1 ERTIFY THAT THIS TEST WAS PERFORMED IN -•Vo a rieLs..,wy ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFE ON THIS DATE. TE' 72-008 (Rev. 4185) Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "V Street. Anchorage. Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR ere /,I V 47+41 2.7'. 74 fl/dc. J`ch "we der LEGAL DESCRIPTION 5//6. -/fa Township. Range. Section DATE PERFORMED. J//t a -ler 2. DEPTH IFEETI 2 / / 3- • •• 4- .O o 0 6- 0 5- 7-/ f/// /n Y�9., OY./. rin/t3 el Tam / hick 4!3 ate- 51 e.ft - /✓/mere 5min I • .YAler /eVe/ 61/4/0.2 .c 8- 9- 10 - 6 � • 0 0'• 0• 11- • 'U 0-I 12- 13- 14 - 15- 16- 17- 18- 19- 20 - • • 4 0 . I COMMENTS G 0ofia SLOPE 1 WAS GROUND WATER ENCOUNTERED' IF YES. AT WHAT DEPTH, We TO YEAH Off MwiIstio07 Reading Date SITE PLAN Si - 4, / e 6 /7 n $ 1 0 P E 011e Grote Time /c Ne Tone !'"' SrA`C2/ / - 4./ /ars ri' Depth to Water Net Drop PERCOLATION RATE _ — In••nutesonoN PERC HOLE OIAME TER J_FT TEST RUN BETWEEN r-1• FT ANO AI MenOATH le THAT THIS TEST WAS PERFORmED r v renP/1 c r PERFORMEDBw ACCOROANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT � •N THIS DATE. OL E' •` • o7 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG - PERCOLATION TEST PERFORMED FOR AvOGL y feta CeAJa'o C. X z LEGAL DESCRIPTION for 7B✓`CNCOCCC,C, Township, Range. Section GATE PERFORMED 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 11 18 19 20 -o • 0 • O , •. F •• •0 i F e • ;0 a COMMENTS PERFORMED Bee.N THIS DAM E' ACCORDANCE wITH ALL STATE AND MUNICIPAL GUIDELINES iN EFf EC 9cC 4,V1Lf —zre-r e 46-- s 5-;.4,-y !j /•'� ✓irce J�•e'-'-n er. ��%• SLOPE WAS GROUND WATER ENCOUNTERED, Yee:: IF VES. AT WHAT DEPTH, pt$kgWBaA&r WnNtinpl Rearing Date PERCOLATION RATE TEST RUN BETWEEN Oite 79/9!• Gems Time SITE PLAN SGv A,' r•9 e✓ 9C rt. $ L O P E Nt Tame { 2 o pin to Wary tmanuHseincf) PIRG HOLE DIAMETER FT ANO fl Nei 0.00 ERTIFY THAT THIS TEST WAS PERFORMED IN (o• 5.02 M -W Ori/ling, Inc. 15 October 2002 Audrey Mason 20510 David Avenue Eagle River, AK 99577 Re: Donald C. Schroeder #2, Lot 7B- Eagle River, AK Subject: Water Well Rehabilitation: As -built Notes- Revised We have received the results of the pump test and have revised No. 3 below accordingly. 1. Well Statistics: A) Total Depth- 400' B) Casing- 6" C) Static Level -128' +/- D) Original Yield- 37 gph 2. 08/24/02 do 08/26/02- Hydrofracked well with packer settings as outlined below: Set No. Set Depth Max/ End Pressure Gallons Pumped 1 144' 1750/ 400 500 2 204' 1450/ 680 500 3 320' 1500/ 600 500 4 360' 900/ 600 1000 3. Post hydrofracking well production- 2.2 gpm If you have any questions please contact our office. Sincpellyy, Wayne E. Westberg President (no • P.O. Box 110378 ♦ Anchorage, AK 99511 • • Phone: 907-345-4000 • Fax: 907-345-3287 • 's are our business t! AS8UILT rSo.od I HEP.EBY CERTIFY THAT I HAVE SURVEYED THE FOLLOWING DESCRIBED PROPERTY: ..otty.eY.sfe,..g oaa terez , ,fl Z Lor 74' • AND THAT NO ENCROACHMENTS EXIST EXCEPT AS INDICATED. IT IS THE RESPONSIBILITY OF THE OWNER TO DETERMINE THE EXISTENCE OF ANY EASEMENTS, COVENANTS, OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDED SUBDI- VISION PLAT. UNDER NO CIRCUMSTANCES SHOULD ANY DATA HEREON BE USED FOR CONSTRUCTION OF FENCE LINES, OR FOR ESTABLISHING BOUND- ARY LINES. SEWARD & ASSOCIATES LAND SURVEYING 694-0829 SCALE:/, i -SU DATE: GRID: FB: moa-�8 DRAWN: 4S rtt.►t Are•S� OF ....47 • 11';;F LS -6918 • Oven* erk Seward , • •. +O..9e ‘1 4wwT� DEPT. OF ENVIRONMENTAL CONSERVATION SOUTHCENTRAL REGIONAL OFFICE 437 "E" STREET, SUITE 200 ANCHORAGE, ALASKA 99501 June 12, 1984 Mr. Robert Shafer S&S Engineering SRB 196X Eagle River, AK 99577 Dear Gtr. Shafer: BILL SHEFFIELD, GOVERNOR Telephone: (907) Address: MUNICIPALITY o2744C2INSGE DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION RECE \/ED Subject: Wastewater System, Lot 7B, Donald C. Schroeder Subdivision #2 (8421 -DA -338) We have reviewed the plans and specifications for the subject project. The plans are approved, conditioned on adherence to the following items: 1. screened rock back fill in deep and wide trenches (3/4" - 3"). 2. screened rock back fill in absorption bed (3/4" - 1 1/2"). 3. sufficient area plotted on as -built for replacement system. 4. seventy-five (75) foot separation between wastewater service line and water source. This letter constitutes the permit required by A.S. 46.03.720(a) for plan approval of sewerage systems. It should be remembered that final approval will necessitate the submission of Engineer As -built Plans to include photographs as indicated on page 13 of enclosure. This will consequently mandate that a professional engineer conduct basic inspection of this project so as to be able to sign off on as -built plans. Arrangement for this inspection work is the responsibility of the developer. JFH/msm Enclosure cc: Rabbi Robinson (MOA Health) Sincerely, N r‘c Janes F. Hayde Environmental Field Officer �� �����_���' ����C:: �� � FIR._ "T "le ���� ������ ������� ,� DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 'L' STREET/ ANCHORAGE: HK 99501 264-4720 : ANCHORAGE 694-2131 : EAGLE RIVER kr) �"T E: F" 111 I IF PERMIT Na 831021 APPLICANT: HUDRY MASON ADDRESS: S.FLBOX 5501 EAGLE RIVER: AK 99577 LEGAL DESCRIPTION — SUBDIVISION: SCHROEDER SBDV. #2 BLOCK: N LOT: 7B LOT SIZE 77000 c.11 FT. TOWNSHIP:_ 14N RANGE: 1W SECTION:2] MAXIMUM NUMBER OF BEDROOMS = 8 SOIL RATING = 85 85 85 (SQ.FT. /BR) LISTED BELOW ARE THE OPTIONS AVAILABLE TO YOU IN DESIGNING YOUR SEPTIC SYSTEM. CHOOSE THE OPTION THAT BEST FITS YOUR SITE PHONE: 694-4200 WIDTH = LENGTH = TOTAL. DEPTH= •GRAVEL DEPTH = GRAVEL VOLUME = 2]. 0 FT. 46 0 FT. ].0 FT. ! NOTE ! — REQUIRES INSULATION a5 FT. ! NOTE ! — MAY REQUIRE LIFT STATION 39. 1 CU. YDS. TANK SIZE = 1,845.0 GALLONS (TWO COMPARTMENT TANK) �I C.:NE.E Fi" I IA F" ff.. 1> S;��� WIDTH = LENGTH = TOTAL DEPTH = GRAVEL DEPTH = GRAVEL VOLUME = TANK SIZE = 5. FT. � 119.0 FT. ! NOTE ! — }75 FT. REQUIRES TWO TRENCHES ]0 FT. ! NOTE ! — REQUIRES INSULATION 1.0 FT. ! NOTE ! — MAY REQUIRE LIFT STATION ]] CU. YDS. 1,845.0 GALLONS (TWO COMPARTMENT TANK) I CERTIFYTHAT: 1. I HM FAMILIAR WITH THE REQUIREMENTS FOR ON—SITE SEWERS AND WELLS AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE AND THESTATE OF ALASKA. 2. I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES AND HAVE RECEIVED R COPY OF THE CODE SUMMARY'AND DIAGRAM ATTACHMENTS WHICH IS PART OF THIS PERMIT. ]. I UNDERSTAND THAT THE ON—SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THAN 8 BEDROOMS. PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM PERSONNEL DURING THE INSTHLLHTUJN INSPECTIONS OF HNY WELLS ADJACENT TO THIS PROPERTY AND THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. IF A LIFT STATION IS INSTAL ED, AN ELECTRICAL PERMIT AND INSPECTION MUST BE OBTAINED. HS—BUILTS CANNOT B APPROVED WITHOUT AN ELECTRICAL INSPECTION REPORT. THE EL~-TRICHLORK MUST :E DONE BY H LICENSED ELECTRICIHN. SIGNED: APPLICANT: HUDRY ISSUED BY: DATE: .11/10/83 /1='cil 6,17° �1 ; /60 1900c) 1731 \ / �� ��� /c/'-' -�r� / '/�Y ' w^ ' y /»1�� / ^��*uLc, ' �� `^ ���./ . JO'.S_ UCTION TEST L .B "One Test is worth a Thousand Opinions" 2204 Cleveland Anchorage, Alaska 99503 277-0231 _-`_ ;or Pat Slater 1 D szi- ption: Lot7B_ Block is Fora feDorts: SOILS TEST Yes Date Pero,- rid - - - -- -1 / 3/8 0 - - Subdivision Schroeder Subd.__-n2Tract PERCOLATION TEST C Soil Characteristics Peat Brown Sandy Gravel (GW -GP) 4' Brown Gravelly Sand (SP) Cobbles 14' Bottom of Test Hole s , round rater Encountered NO v7:5, What d:eoth? _ = 7 ate )'- G4'LTe4`..�•�^ '1ft Time • !/ r r, •E. 462ohlf- lid$4%. 0T 7AFOFES 1 e solation Sate \ AN1.y'�' ro__,osed Installation: SEEPAGE PIT DRAIN FIELD p_h of Inlet De2th to BottoT, of Pit or Trench cD 0 L EE P Depth to H2O Net Draina-:e -1-25- .Square` Feet Drainag.a-Area--Regoi-red--Par--Bedroom-from-minus 12" to 4' -150— Squa-re-Feet- a' age --Area-Required Per --Bedroom -from-minus -4 to I4' ? Data Ce i`ied Const Teat Labr Inc Date - /D . Paul. 1.F10/3-0 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 Certificate of On -Site Systems 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. I 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 Douglas T. Kenley P.E. 8176 phone (907) 746-1073 Address 9806 North Star Circle, Palmer, Alaska 99645 Engineer's Printed Name Douglas T. Kenley Date 12/3/2016 65 U .' V r� 6. DSD SIGNATURE i sID rjc.T a r R aY .t ,4' System #1 Approved for bedrooms{ System #2 Approved for bedrooms+ Disapproved _ Conditional approval for bedrooms, with the following stipulati6ns-, WAgT[=WATFR z ;� PROGRAM; 13 J �vv-j�� . Original Certificate Date: 1-2--1 The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet S '- j c