Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutBERNARD BLK 4 LT H-1BBernard Block 4 Lot H-iB #060-321-25 SU WELLS Domestic - Commercial - Geothermal Phone 9117.888-2159 www.sueivanwaterweac.cem Well Log Permit Number: #SW 090096 Date of Issue 612612009 Parcel Identification Number: 080-321-25 Date Started: 911412009 Date Completed: 9/15/2009 Is well located at approved permit location? X iYes 1No Property Description BERNARD Lot H -1B Block 4 Property Owner Name & Address: RUSS & JOYCE OLIN PO BOX 771441 EAGLE RIVER, AK 99577 Section: Town: Range: 76 Borehole Data: Depth Soil Type, Thickness & Water Strata From To Casing Stickup 0 2 Overburden 2 8 Sand Gravel Silt 6 12 Gray Bedrock 12 28 Brown Bedrock Brokena 28 _ 49 Gray Bedrock 49 187 Gray & White Bedrock 187 280 Method of Drilling [X1 air rotary [1 cable tool Casing type: Wall thickness 0.25 inches Diameter 6 inches Totai: 44 feet Liner type: Diameter inches Depth: feet Casing stick-up above ground: 2 feet Static Water:Level(from top of casing) 23 feet Pumping Level: feet after 1 hours pumping _ gpm Recovery Rate 5 gpm Method of Testing: Air Well Intake Opening Type [ � Open End lX C Open Ho1e n,. Screened Start feet Stopped feet 1 Perforations Start feet Stopped feet Grout Type: Bentonite dry granular. Volume: 250 Pounds Depth 44Start 0 feet Stopped 44 feet Pump Intake Depth: feet Pump size: HP brand name Well disinfected upon Completion? [X Yes J No Method of disinfection CHLORINE 50 PPM. a Water Sample Results: Arsenic: ug1 Comments: WELL COMPLETION IN ACCORDANCE WITH CURRENT MOA STANDARDS. Well Driller: Cole. Sullivan Sullivan Water Walls: P.O. Boz 670272 Chuglak, AK 99567'. (9 07) 688-2759 Nitrates mg/l Total Coliform Bacteria coloniesl100ml, Other bacteria: col/100m1. Attention: The property owner shall provide this log to DSD (onsite) and DNR within 30 daysof completion. iii cliria s ARCTIC PUMP & WELL INC. jun Sullivan PO Box 770197 Eagle River, AK 99577 (907) 688-2510 (907) 243-2282 iimaataLenomusna Pump Installation Log Well Drilling Permit Number: SW090096 Parcel Identification Number: 060-321-25 Date Of Issue: 6/26/2009 Legal Description Bernard Lot: Block: H -1B 4 Property Owner Name Address: Russ Olin PO BX 771441 Eagle river AK 99577 Pump Installaion Date: 9/25/2009 Pump Intake Depth Below Top of Well Casing: 241 Pump Manufacturer's Name Pump Model: Pump Size: Franklin Constant Pressure System: 10-420 1.5HP Pitless Adapter Burial Depth: 10 Pitless Adapter Manufacturer's Name Baker Pitless Adapter Installer: U/K Well Disinfected Upon Completion? Method of Disinfection: Comments: Yes Chlorine Pump Installer Name: Arctic Pump & Well, Inc. Wednesday, August 13, 2014 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 WATER SUPPLY PERMIT Initial Permit Number: SW090096 Legal Description: BERNARD BLK 4 LT H -1B Design Engineer: 0855 GARNESS ENGINEERING GROUF Owner Name: RUSS & JOYCE OLIN Owner Address: PO BOX 771441 EAGLE RIVER , AK 99577-1441 Date Issued: Jun 26, 2009 Expiration Date: Jun 26, 2010 Parcel ID: 060-321-25 Site Address: 019090 ELNORA LN Lot Size: 47792 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 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 ). g, 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. 5. The following special provisions. A. Permit includes waiver WR090032 allowing an 88 foot well to septic system separation distance. 8/14/09 JC: Waiver revised to include permitted but not constructed septic system on Bernard Block 4 Lot H1A. Received By: Issued By. apvtP/4141 7 Municipality of Anchorage P.O. Box 196650 • 4700 Elmore Road Anchorage. Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997 http://www.muni.org/Onslte Development Services Department On -Site Water and Wastewater Program • **** VARIANCE/WAIVER REVIEW **** W R#: 090032 HA#: _ Permit#: 090096 PID#: 060-321-25 Legal Description: Bernard: Block 4: Lot H -1B Engineer. GEG Applicant: Russ & Joyce Olin Your request for a waiver of the required 100 feet horizontal separation from the absorption fields to the private well has been approved. The approved separation distance is 88 feet. This waiver approval applies to the existing absorption fields to private well separation only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. Waiver Is Granted: X Waiver is not Gra •� d: Date: 8/14/2009 Approved b .6 Name of Reviewer Rec#: 60224 Amount: $1.050.00 Date Paid: 8/14/09 **** VARIANCE/WAIVER REVIEW **** 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 wvrw.muni.orglonsite (907) 343-7904 ON-SITE SEPTIC/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 212 <25 - Ed-'-9�}3 Propertyowner(s)gCtSS � �/rO�/Cl' CN Day IYl V Phone Mailing address�O•U. 7114 t F_.g.) AK Zip Code Tin Site address 19040 E(y ovn )-.fit Cit Zip Code t 9957i 71 Legal description (Sub'd, Block & Lot) Loi- i -A II- � See- Eine-Am/a CSL1.lIX'tI V(,� i QYI Legal description (Township, Section & Range) 7V Y� .IR) 7T1`i.N) eS/cO AK Lot Size 1-1ZYPSq. Ft. Number of Bedrooms THIS APPLICATION IS FOR (®all that apply): THIS APPLICATION IS AN: Absorption Field 0 Initial Septic Tank 0 Upgrade Holding Tank 0 Renewal Privy 0 Private Well Water Storage ❑ 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. (Si.tu L� J of property owner or authorized agent) Permit/Rush Fees: 1'15- Waiver Fees: -Y SOS() Date of Payment: S I a D lob' Date of Payment: s 1 /041 41 Receipt Number: 9 t43tn Receipt Number: 06 0 Pa Y (Rev. 11/05) —piatagibr GARNESS ENGINEERING GROUP, Ltd. .a.Q+ CONSULTANTS & GENERAL CONTRACTORS rR August 13, 2009 (REVISED) Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907) 343-7904 Attention: Jay Crewdson Ref: Proposed Well and Waiver Request for Bernard Subdivision; Block 4, Lot HI -13. Mr. Crewdson, The existing 4 bedroom house is served by a community water system and a private septic system. The community water system is scheduled to be decommissioned and all properties are being required to have their own well drilled. It is our understanding that all the neighboring properties past the referenced property, that are on the community water system, have drilled their own wells and are no longer connected to the water system. It is also our understanding that the owner originally submitted for a well permit and paid the MOA fee, but was directed to hire an engineer to perform a site plan for the proposed well location due to the complexities associated with his property. Per the request of the owner, we have prepared a site plan and design drawing for a proposed well location. As can be seen on the attached site plan and design drawings, we are proposing that the well be drilled near the north property line and that we are requesting an 88 foot waiver from the proposed well to his own drainfield and the proposed neighboring drainfield. Once the well is drilled and water service is connected to the house, we are proposing that the community water service line be decommissioned and abandoned in place by shutting off the water line with the key box located in the northwest corner of the property. It is our understanding that the two properties past the referenced property (north/northeast) have drilled their own wells and are no longer connected to this water system. The well location was chosen after much discussion with the owner and the well driller, Sullivan Water Wells, about existing site and soils conditions. The area on the south side of the driveway was deemed to have very poor soils conditions in regards to drilling the well and installing a water line/pitless. In short, this area was deemed to be unsuitable for a well due to multiple factors. There are multiple undocumented foundations, french, and curtain drains in this area which may be damaged by drilling in this area, potentially causing surfacing of groundwater. Based upon this information, we have chose a well site to minimize the risk of disturbing underground drains, undermining the garage foundation, and potentially causing surfacing of groundwater. We have made a requirement for the owner and/or well driller to have the well location staked to insure the well is drilled on property and meet the 88 feet from his own drainfield and the proposed neighboring drainfield (waiver requested). 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507-1259 Ph: (907) 337-6179 • Fax: (907) 338-3246 • Website: www.garnessengineering.com We request you grant an 88 feet separation distance waiver from the proposed well to the drainfield on the referenced property and the proposed drainfield on Lot H1 -A, Block 4; Bernard S/D. The following items are justification for the waivers: • The lot generally slopes from south to north. There is heavily vegetated between the well on and the drainfield. If the septic systems were to overflow, it effluent would not travel toward the well head. • The location of the septic systems are or will be in a very visible area so that if any effluent was to surface, it would be noticed and the problem corrected. The other path of contamination is subsurface migration wastewater. As can be seen on the attached well logs from neighboring wells, the well depth range from 240 to 340 feet deep and there is approximately 40 feet of silty gravel and hardpan soils above the bedrock that have served to inhibit the migration of untreated wastewater into the aquifer. Attached is a water sample results from a neighboring well that is downhill from the septic system, which indicates that there are no issues regarding nitrates or coliform bacteria. Based upon the aforementioned facts, it appears that there is minimal risk associated with granting the request of a 88 feet separation distance waiver. If you have any qu= ions, please contact us at 337-6179. Thank you for your assistance. Preside M.S. 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507-1259 Ph: (907) 337-6179 • Fax: (907) 338-3246 • Website: www.gamessengineering.com 100' WELL RADIUS \� 1 BERNARD S/D: / BLOCK 2, LOT C2 PROPOSED WELL • BERNARD 5/D: BLOCK 4, LOT 6 1 00• WELL RADIUS 1`—SEPTIC ARj (APPROX. LOCATION) I / ISTINC COMMUNITY WATER UNE BERNARD 5/D: BLOCK 4, LOT SA %ISTING SEPTIC SYSTEM �i---�\ OPTIC ARES BERNARD 5/0: BLOCK 4, LOT H -1A • WELL ARE & SEPTIC ON LOT PROPOSED AS OF 5/2/08 / 1'- — - 100' WELL RADIUS — — — / BERNARD S/D: BLOCK 3, LOT 17A 1 100' WELL RADIUS 1 EXISTING 4 BEDROOM HOUSE BERNARD 5/1:0; BLOCK 3, LOT 18A BERNARD 5/0: BLOCK 3, LOT ISA 5 E: 1' - 100 L-_ r-- "F— GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 701 [. 7000 0300. OUR 101 • Y40011/41. M OHO' • I10o[ (007).337-0171 • I4 (07)334-314 • RfSOT'. wow ,rsons.. 10 PREPARED FOR: RUSS OLIN PHONE NUMBER: 227-4943 LEGAL DESCRPTION: BERNARD S/D; BLOCK 4. LOT H1 -B PACE NUMBER: 1 OF 2 DRAWN 8Y: J.L.M. TYPE OF WORK: SITE PLAN FOR PROPOSED WELL LOCATION DATE; REVISED 8/13/2009 (Rev.0I4 5) 1 I 1 __- 1 / 1 I EXISTING COMMUNITY WATER UNE. I 1...,' WATER UNE TO BE DECOMMISSIONED NOTE: THE OWNER OR WELL DRILLER ISAND ABANDONED IN PLACE UPON COMPLETION OF THE WELL AND REQUIRED TO HAVE THE WELL STAKED BY A NEW WATESERVICE UNE TO THE OUSE REGISTERED LAND SURVEYOR PRIOR TO DRILLING TO INSURE WELL IS DRILLED ON NOTE: THE FINAL GRADE WITHIN 10 PROPERTY ANO OUTSIDE OF THE DRAINAGE FEET OF THE WELL IS TO BE SLOPED EASEMENT. AWAY FROM THE WELL CASINO 1 / / SN� iP• PRWELL } r--k-'"-J I 1 11 • \ 1 LKEY BOX vDOCUMENTED WATER UNE ' LOCATION (PER OWNER) 1 PROPOSED DRAINFIELOS FOR LOT H -1A, BLK 4; BERNARD S/D MULTIPLE FOUNDATION. FRENCH. AND CURTAIN DRAINS IN THESE LOCATION (PER OWNER) DO- S1E� FRi GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 3701 G TUDOR 110.0. SAE IDI • YDOPMCL r W,01 • /41d[ 001)317.4I77 • FAX NO1)370-714 • 1071t11.110•0770nM. M PREPARED FOR: RUSS OLIN PHONE NUMBER: 227-4943 LEGAL DESCRIPTION: BERNARD 5/D; BLOCK 4, LOT H1 -B PACE NUMBER: 2 OF 2 1•.40' TYPE OF WORK: DESIGN OF PROPOSED WELL AND WAIVER REQUEST DATE: REVISED 8/13/2009 (Rev. 01/X1) Municipality of Anchorage Page /of S DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: 5-W 9510 3 4Z- PID Number. oe0O3Z4Z-C- Name: � 0 Y LC. A4 , TJ ons cs Wastewater System: Lew ❑ Upgrade Y Address: ABSORPTION FIELD Rua—Phone: No. of Bedrooms: 0 Deep Trench 0 Shallow Trench llred 0 Mound 0 Other LEGAL DESCRIPTION Soil Rating: • . . 7GPD/SqFt Total Depth from original grade: 2 Lot: Block: Sub/division: / ' /�.�,1i7=-.4 Depth to pipe bottom from original grade: l 5" Ft. Gravel depth beneath pipe Ft. Township: Range: Section: Fill added above original grade: 1..S Z. S—Ft. Gravel length: Ft. WELL: Pry. S. ❑ New ❑ Upgrade Gravel width:Number /13 Ft. of lines: .3 Distance between lines: ` Ft. Classification (Private, A.B.C): Total Dept • Cased To: Ft. Total absorption area: f#—o SQ. Ft. Pipe material: ;t'7`rf U—S 133 ¥ f--8 "O Driller: • - - • Static Water Level: Ft. Installer:,4‘"msc,41- haTNI Date i stalled: 2.."- 30 ,!l - Yield: PM mp Set at: Ft. Casing Height Above Ground: Ft. TANK K SEPARATION DISTANCES )(Septic 0 Holding 0 S.T.E.P. To From Septic Tank Absorption Field Litt Station Holding Tank Public/Private Sewer Linea Manufacturer:��' /-AJ�. / 17/ k Capacity in gallons: �! • O /COO Well 1 7,177)° > )4/0 t N/A.--N/fr- > xve, Material: Szr Number of Compartments: Watere SurfacLot >, ro ' >, SO' N/,a— -- LIFT STATION ^(i Line N 3%' _ i7' / ,4- //h t.-- JO' Size in gallons: Manufacturer: Foundation . "Pump on" level at: "P •• " evel at: High water alarm at: Curtain/Pump Drain 4/4--- N/J.- 4— /V �fr N ,N Mak . • Elec rical Inspections performed by: Remarks: 4ovrcxt-, F/kr3lLtc, 4-4et AlroVi BENCH MARK 10P t.r4yGA— OF 5a'n c.. nom_ Fare,— Location and Description: T of Ir l 00x. • s/4-.44 fZ. 2QUrtLiz, b U G FAST PALM - �iO,J ,ta- OF uND nt ' IJ c, 6? Assumed Elevation: !ab o Ft -1 s s u, P L t.72 Is 6,,,44-C,,Lct-��. 54 -Ni+ 64-4V a L , ,u ENGINEER'S SEAL J SiL.(.A4. HOvsx au,4'io'J Is ,v07 i,4sr4c.c,�G. .{1' . t, Inspections by: 1f. Dates:1st st �X 7, 2 $'-.1,/')':2- performed 2nd 9/L,, 3 C7 t , ,m oo n on eS^ d:!bl E Department of Hea nd,Human rvices approval •. lH...)e1 „\.a��' �, , 1 r'Y',;,; �� 7- /s'- 9B by: Date: � �,,; fi �,�m Reviewed and approved 72-013 (Rev. 9/91) MOA 25 Permit No. 5 UJ '19 O36 L Page c- of Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Legal Description: DoT fel 8, g rout. 441 8a12,,J M1,6 • OMNI. .1015 vcZ .73 PID No.: OW 3Z1 LS 00 .0 r% ., to r► ur tn IC, ,—��OI IN % O o 4=�0 4:='i l - L • Permit No 5u-) q4 ° Page of Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Legal Description: 6,1—/43 . to a 46 1ff--" A42-0 4,11 \O —0V PIDN0.: • °60 $1 ok • la it, • v1P A ,cir• 404--61 ft 10' ... . ...... • --.Vo",.•\61\-./e.rAY \V‘v•elf..%* '2? w' ........ ..... ...... . . ... 662M' 01b "Al .c"- • -:.\ ' ,.. i ' ,. . " fi,..,.. , • , _ , , , „,lirelf.)f -',''.,,e_ •,,, PV,A.1,c2,,,.! 1,i, . ,: 0 ''' '''. tr'. ,.,-.,,,70.Y1 ,?,1.: j. i.,', ar,ne )" -•• , 4 • . t.;v''''.72,. ,,,,,,'"",- ,,-. -...7,0. • ;', ,,. '..'; ,,,/ ' /...‘,. 4 . 'a .',•„..' ' ' OP- ' '''I''.' ''' "1....!:' '''''0=,.''•-..e.,,,..,,....;.^., ODUCT 21I SAO snotty 2t,11C401 /1/71IflC.. Gmort Mau 01471 74 Order PHONE MI PEE • • i00 221 11414 ATTAC F- To October 19, 1995 Municipality of Anchorage Department of Health and Human Services Onsite Services Section P.O. Box 196650 Anchorage, AK 99519-6650 Attention: Jim Williams RECEIVED OCT 191995 Municipality of Anchorage Dept. Health & Human Services Subject: Lot H1B, Block 4, Bernard Subdivision Septic System As -Built Dear Jim: The owner of Lot H1B, Block 4, Bernard Subdivision recently replaced the monitor tube on the west end of the absorption bed. The perforations in the monitor tube now extend only through the drainfield rock in the bed. I verified the acceptability of the monitor tube by visiting the site on October 19, 1995. The bed is now in conformance with Municipal requirements and can be certified. Please let me know if you have any questions. Sincerely, Michael E. Anderson, P.E. Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: oli44c'k4 & C L4' I ov snua S LEGAL DESCRIPTION: <A// -P- 2- 5- 6- 7- 8- 9- 10 oC- - 0- 0 c 0 0 0 o •b . o ' I' D 11 - 12 - 13- 14- 15- 16- 17- 18- 19- 20 - pt;, bt,ici,ae! E. Anti rsun • tews NEi'S SEAL) DATE PERF04IADI Township, Range, Section: SLOPE WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? SITE PLAN N S L /C 0 P E Depth to Water Atter Monitoring? — 7 ' Date /o /f" P`/ Reading Date Gross Time Net Time Depth to Water Net Drop ,/L'i/i/ /r7:/ P, 7S /2 %'S 3 / r /7.,,31 .7 . (a /J - 35-.., c ,),.,.,-,/ "` _ 0 <:7s— / IT , r, 13,7- Lf°- 1'7, Z7 PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER --�-� TEST RUN BETWEEN COMMENTS ��' %�-i� t: f / Solk�•1c�D PMOA. GV rNo 1.0C L. CAArI--1) In) ECO AIWA 4 r 4 u.CP I G SOL "UMW– rz444 .. PERFORMED BY: A • 1-101141 I ry/r""� -1 IFY THAT TI -IIS T ST WAS PERFORMED IN IG19s' r 3 /l FT AND FT f -O ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE. 72-008 (Rev. 4/85) August 15, 1995 ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 563-7155 563-5389 (FAX) Rr' r'\/ ED Municipality of Anchorage Department of Health and Human Services AUG 1 51935 Onsite Services Section Munk ;norage P.O. Box 196650 Dept. Heu:., ,. , tuman Services Anchorage, AK 99519-6650 Attention: Jim Williams Subject: Lot H1 B, Block 4, Bernard Subdivision Permit No. SW 930085 Dear Jim: The design of the septic system for the subject lot was originally completed by Gary Bock of Bock Engineers. His design was based on soils tests conducted by himself and David Dayton. Mr. Dayton's soil test indicated poorly graded gravels with a rapid percolation rate. He therefore recommended a 2' sand filter be placed to slow the percolation of septic effluent into the surrounding soils. Mr. Bock's percolation tests indicated soils with slower percolation characteristics, but he chose to include the filter sand anyway. The original design was based on an absorption rate of .8 GPD/SF. This is apparently an error because when a sand filter is placed the design absorption rate should be .7 GPD/SF. The design, however, was approved by the Municipality. The system was not constructed within one year of issuance of the permit and the permit expired. The owner of the property asked that I renew the permit and extend the size of the absorption bed to accomodate a four bedroom home. I then modified the original design extending the bed an additional 10' and increased the septic tank capacity to 1,250 gallons. All other features of the original design remained in tact. The Municipality then reissued the permit for a four bedroom home. During the construction of the absorption bed we found the underlying soils to be very similar to those found by David Dayton with percolation rates under 5 minutes per inch. We then recalculated the size of the bed Lot H1 B, Block 4, Bernard Subdivision August 10, 1995 Page Two required using an application rate of .7 GPD/SF due to the requirement for the filter sand. The length of the bed was then extended to 50 feet for a total absorption area of 900 SF. A four bedroom home requires 857 SF of absorption area with an application rate of .7 GPD/SF. The bed is therefore acceptable for a four bedroom home. The excavator on this project, Alaska General Industries, is scheduled to attend the certification class on Monday, August 14. Once his attendance is verified he will become a certified installer. I have enclosed a gradation and certification letter concerning the filter sand used on this project. It was delivered to the site by Gate Creek Sand and Gravel and acquired from Quality Sand and Gravel. It appears to conform to specifications required by A.D.E.C. I have also enclosed a testhole log performed during the construction of the absorption bed. Please review the aforementioned information and advise if you have any questions or comments. I can be reached at 563-7155. Sincerely, Michael E. Anderson, P.E. Attachments AUG -09-95 WED 13:47 QUALITY4-SAND+AND4-GRAVEL 3737979 MARK HA.NSEN P.E. Cnnitlhing Engineers Toiling Lnbnrafory HCO2 BoX 7387, PAI.MF;R, MC 99645 (907) 746.4721 FAX (907) 746.4721 Quality Sand and Gravel P.Q. Box 1456 Palmer, AK 99645 Fax: 373..7979 Project: 1995 aggregate testing Subject: Sieve Analysis, Hyer Road Gentlemen: May 20, 1995 Project No: 9524 The following is the sieve analysis of the sand sampled on 5/18/95 Sieve % Passing % Required for DEC Septic Filter Sand Group A • Group B 1 1/2" 100% 1" 99% 3/4" 98% 3/8" 96% #4 95% #10 93% 85-100 85-100 #20 84% 60-90 #40 33% 25-50 #60 8% 0-15 - #100 1% - - 0200 0.3% 0.5 0-5 Coefficient. of Uniformity Cu Coefficient. of Curvature Cc 2.2 0.99 4 max 1 Max The sample conforms to group A and B specifications. If you have any questions, please do not hesitate to call. Sincerely, Mark Hansen P.01 AUG -09-95 WED 13:52 QUALITY-SANDE-ANDfGRAVEL 3737979 P.01 If TO E (0) ur /LA\ % WALTER J. HICKEL, GOVCRNOR . fAT-SU DISTRICT OFFICE DEPT. OF ENVIRONMENTAL CONSERVATION P.O. Box 871064 Wasilla, Alaska 99687 (907) 376-5038 (907) 376-2382 Fax June 2, 1995 Mr. John Waters Quality Sand and Gravel I.O. Box 1456 Palmer, Alaska 99645 RE: Sieve Analysis for Sand Filter Material; Specification Review Dear Mr. Waters: This letter is in response to your letter, received in this office by facsimile on May 22, 1995, which enclosed the results of a sieve analysis. The analysis was done by Mr. Mark Hansen, P.E.. Based upon your letter, the analysis is for sands from your pit, that are to be used for sand filters for soil absorption systems (SAS). After review of the required specification for filter sand, issued by the Department and the results of your sieve analysis, 1 find that the sample of sand meets the requirements of the Department. Therefore, the Department hus no objection to the use of this sand as material for SAS. In order to retain the Department's non -objection, a sieve analysis on a representative sample, taken frorn your stockpile will need to be submitted to this office for every 1000 cubic yards stockpiled. A similar submittal will need to be made next year, by May 1, 1996, if you intend to obtain the Department's non -objection on your sand. This non -objection is for use in sand liners, which are constructed in the Mat -Su Borough. It is emphasized that this letter of non -objection is for sand used in wastewater disposal systems, which are less than or equal to 1000 square feet in size. Systems larger than 1000 square feet may require A separate sieve analysis, every 1000 ecluarc feet; however, this is the concern of the owner/developer, not the supplier/source of the material. Thank you for you cooperation with this Department. If you have any questions, please do not hesitate to contact me. Sincerely, Robert A. Fultz Environmental Specialist RAF: gp cc: Mark Hansen, P.E. PERFORMED FOR: Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST To) c.0 TAy Toy LEGAL DESCRIPTION: ter 1-1f8 &Lock. L7 3G-12,4 SU8. 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 l 17 1ii,�%C ,O.4 DEPTH (FEET) j:›T /DL GP BO,r0 M oF 140 18 19 20 COMMENTS lE '�w f, O© ` a DATE RERFORI`ti)%()r7 niICllGt'+I E. l-",Ild•:P9otl d:�h) -E Township, Range, Section: SLOPE WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? tQD SITE PLAN T N S L 0 P E Depth to Water Atter Monitoring? pate: P Reading Date Gross Time Net Time Depth to Water Net Drop yyam� 01 Qfj (fie /(1.(i /01•15" .— ♦� h." w --/-1yU /0t Z-1 3 f 4 ID' LE. 5' t 314 " 3t/ ,. +HzJ /0t L.7 4,/A•, /0: 3Z.. ? %" 318 .1 (mmutesiinch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND J FT 4"i -J A'L. S eft) f Oa- Tr) ?'moi' L'Ti 7)44 ,.0 7)ayTo NJ *3190 PERFORMED BY A . / ARA LA I ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE' 72-008 (Rev. 4/85) PERCOLATION RATE 1 N -TV Wv cc 4 IFY THAT THI TE SfT WAS PERFORMED IN g is" 95 57YLE NO. 46-6P P.O. BOX 607638 - ORLANDO, FL 32860 • (407) 886-3100 o /o /Ts - 1) / ALS r E•rir -p w,g2�/t� Lrnl� (-am- l f-4. i r. .71) itowetiox (OT tt c3 � V.tyy i3 Oal\ 06\ct STYLE NO. 46-6P P.O. BOX 607638 - ORLANDO, FL 32860 • (407) 886-3100 _ r • •mir. _ Municipality of Anchorage Page of DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: sw 95 (0 3 6'7-- PID Number: 04,C34 - -/2 Name: r An -WO Wastewater System: y Ly'New ❑Upgrade Address: _, )(--3Q -1) V kz t\ 0 01_,L_ -Z./ °I.,--\- ABSORPTION FIELD Phone: No. of Bedrooms: 1 (70, ElDeep Trench ❑ Shallow Trench CiKed 0 Mound 0 Other LEGAL DESCRIPTION Soil Rating: 7 GPD/Sq. Ft. Total Depth from original grade: - 2 Lot: / Block Sub/division: / ,, e ie -l1 Depth to pipe bottom from original grade: / 5- Ft. Gravel depth beneath pipe ' r- Ft. Township: 1 Range: l Section: Fill added above original grade: S-z.SFt. Gravel length: .-C-Z) Ft. WELL: AvS ❑ New E Upgrade Gravel width: /B Ft. Number of lines: 3 Distance between lines: G Ft. Classification (Private, A,B,C): ,-------..--- TotaLBC Ft. Cased To: Ft. Total absorption area: 90-0 SQ. Ft. Pipe material: , t Tr -I /J-3 p3 SC F—,/,' /o Driller: ' Date Drilled: Installer:,/[,, f-5�i- �NOcQTR/€, Date installed: a/3YiC-7VF.xe..4-L ?/z_, - 34./314 - Yield: eld: GPM Pump Set at: Ft. Casing Height Above Ground: Ft. TANK SEPARATION DISTANCES L9'Septic ❑ Holding 0 S.T.E.P. To From Septic Tank Absorption Field Lift Station Holding Tank Public/Private Sewer Lines Manufacturer: ,/ YU/�-- T�►/k" Capacity in gallons: 4 Sl%`$ Well r >Zirn / �?oo N/_- /1/.4.----n > x -a/ Material: .sr�� ./ Number of Com artments: p 2— Surfac Water >/ra' >/SO' /1/4- / -.-----' LIFT STATION //4_ Lot Line — 3 // i = Z% ' ,v4- /I/ / JO Size in gallons: Manufacturer: Foundation "Pump on" level at: "Pu level at: High water alarm at: Curtain Drain A/ / / N ,Y111.4F-'/V- - N,/,# -• Pump Make & Mod Electrical Inspections performed by: Remarks: 7.�_,,7-----, �/.� 4 ;L /'�r BENCH MARK 41-1," C...- /� 7 / - A51.a../' ati /L /�4 44. Location and Description: /<� 7b/'. fMet .5Pr�,•• Sr/e-r /S .e-_.- t -�e-,A S,. ,.../ , C,-./� / Assumed Elevation: /,---.Ft /� ISS/%. /�/�c ..0 d....-• //I- t_ . /S ,r.3 // / t. /� /1, -.ENGINEER'S SEAL Inspections performed by: /f Dates: 1st'/ 7, z 8 `1 %�-1'/t41, f� C t4 ------ 2nd ,/y,, 3 Department of Health and Human Services approval Reviewed and approved by: Date. -013 (Rev. 9/91) MOA 25 Permit No SW 9 `f'0 34- 2 _ Page of Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Legal Description: 1-"c r /411; 13i -v CA- 44) Qa1Znf PID No.: 0/0032-- I2.5— Permit No. Page of Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Legal Description: LX g c- E L -S7? -do AP -CI PID No • 0L00 S 9,1? 17 t‘: 11 cy jef 9. 5'74 ;t4i5f 11 If?' I L}ij1 -LV A-51,14 PRODUCT 204.1 (510918 Sheets) 205.1 (PaddecO /Nanife,. Inc., Grown, Mass, 01471. To Order PHONE TOLL FREE 1.4007n 4180 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW940362 DESIGN ENGINEER:ANDERSON ENGINEERING OWNER NAME:JONES JOYCE M OWNER ADDRESS:PO BOX 771441 EAGLE RIVER, AK 99577 PARCEL ID:06032125 LEGAL DESCRIPTION: BERNARD BLK 4 LT H1B LOT SIZE: 47792 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: Si PAGE 1 OF 1 DATE ISSUED: 9/23/94 EXPIRATION DATE: 9/23/95 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 DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 (24 HOURS) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL RECEIVED PROVISIONS: BY : rti .C, ISSUED BY: • DATE: DATE: 4� ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, ALASKA 99524 September 23, 1994 Municipality of Anchorage Department of Heath & Human Services 825 "L" Street Anchorage, AK 99502-0650 Attention: Robbie Robinson Subject: Lot HIB, Block 4, Bernard Subdivision Permit No. SW930085 Dear Robbie: The permit for the septic system on the subject lot has expired. The owner wishes to renew the permit and extend the size of the absorption bed to accomodate a 4 bedroom home. 1 have modified the site plan to include the additional bed size and have included the backup calculations. The gravel soils found on the lot are excellent for an onsite system and increasing the size of the bed appears to pose no problems. Please amend this permit to allow placement of a system to accomodate a four bedroom home. Sincerely, Michael E. Anderson, P.E. SITEPLAN FOR ON-SITE SEPTIC SYSTEM LEGAL: LOT IF -1B BLOCK 4 STEWART SUBDIVISION PLAT 181-245 NIA 1 J rAid 10' Sap a.44 -r-7 (70 Elz-orA P▪ P▪ M 0' Lot H -1B, Block 4, Bernard Subdivision DESIGN FACTORS: SYSTEM REQUIREMENTS: Four Bedroom Home Shallow Bed System Perc. Rate: 5.7 , Min./Inch 1,250 Gal. Septic Tank Application Rate: ? .8 GPD/SF 2' Filter Sand 4 Bdrms. X 150 GPD / .8 GPD/SF' = 750 SF 750 SF / 18' Wide = 42' LF of Bed Therefore: Construct a Shallow Bed System 18' Wide X 42' Long. Two Feet of Filter Sand Must Be Placed Beneath the Drainfield Rock. 0 GLrcAt3 4`rT 3, VZ.." 5'��t'ti� hoc ; -To-P IT NOTE: Maintain 4' Separation from Bottom of System to Groundwater. Grade Area Over Trenches to Drain Away From Field. BOCK ENGINEERS SEPTIC SYSTEM DESIGN LOT H -1B, BL 4 BERNARD SUBD. PLAT #81-245 OWNER: Tom Stoltine 3 BEDROOM: - use 1000 gallon tank SOILS: - GP with water table at 7 to 8 ft. depth - use sand filter @ 150 square feet per bedroom. SEEPAGE AREA: - 3 x 150 / 0.8 = 563 SF. USE: 18' x 32' bed 41- ......4,W111) s�� • •• �•� t aco. • f _'49TH r 3ary R.90S� w% CE 4200 : Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: c,.j JVIA. (/)J !L(. -A -71.—f) LEGAL DESCRIPTION: LLThil /3 Lcx/f e .i44 / ,7f Datil R. I7ayt+sMLP, • MO. 2203-E ,t 4 DATE PERFORMED: Township, Range, Section: S'1Na5' c. 6? 6,-4-yac - COMMENTS 14/, rt PERFORMED 8Y: D 2ial v ) SLOPE WAS GROUND WATER ENCOUNTERED? Yc'S IF YES, AT WHAT DEPTH? Depth to Water Alter. Monitoring? 7 =L2 7, Dale: 8/30/90 S L 0 P E SITE PLAN N Reading Date Gross Time Net Time Depth to Water Net Drop PERCOLATION RATE TEST RUN BETWEEN Id (minutes/inch) PERC HOLE DIAMETER FT AND FT izr,r.. IFS e/S"u7 Ste?' ,,• i g '7z- - Z /" C? /76--c'175/z— _ 7Sl /z - y CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE. L 3j .? f�1YC/ 72-008 (Rev. 4/85) Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG —• PERCOLATION TEST PERFORMED FOR lO"t' \. DATE 11�� ` \ 1 -• , f .p, Range, t4 : LEGAL DESCRIPTION: i ,�,., ownshlp, Range, Section: DEPTH (FEET) 2- 3- 4- 5- 6- 7- 9 - 11 — 12- 13- 14- 15- 16- 17- 18- 19- 20 — . OMMENTS SLOPE 0 WAS GROUND WATER \/ .., ENCOUNTERED? IF YES, AT WHAT DEPTH? Depth to Water Atter a/ Monitoring? Dale: s L 0 P E r �: '1( 4_ ,r$7'V,'�ENGINEER' #0,C7.. ' 4 • • .r.QTk-1 r, 3ary it ck • , CE 4200 .•• - tL • PERFORMED: SITE PLAN N 7 A A, Reading Date Gross Time Net Time Depth to Water Net Drop 8 z , 0 4 /Z. 3)44 ,I -G ?0 1f, /i 17/9 /g '•PIL_t-» S ; s1 .b 'AD 1 /4 SIG 1, , S 4-0 t7 iz. / 3 •I C S 0 \ S S✓ek 1 'V �t 1 Q0 \� •/4) `"/ I PERCOLATION RATE TEST RUN BETWEEN j,.7)c&mt-rt .1%•,\ R(11 PERFORMED BY Z:1I ��' 1 G.1A N CERTIFY THAT TS TEST WA PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE 4/ 72-008 (Rev. 4/85) (minutes/inch) PERC HOLE DIAMETER FT AND FT Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR:70 t4. 1°O L-1- LEGAL 1 LEGAL DESCRIPTION: DEPTH (FEET) 1- * '49?!i r... d Gary R � • iv CE 4200 r� i DATE PERFORMED: `I \ O To ns 'Range,'TectZip ion:fjL e- 2- 3-4 4- 5 - 6- 7- L�� L�� 8- 9- 10 - 11 - 12- 13- 14 - 15- 16- 17- 18- 19 - 20 - ;OMMENTS SLOPE SITE PLAN WAS GROUND WATER 1 0 ENCOUNTERED? lJ S IF YES, AT WHAT L O DEPTH? P Depth to Water Atter __ Monitoring? Date: N Reading Date Gross Time Net Time Depth to Water Net Drop c;1} if 427 1.5 /ice -; 1)) ', 0 .. U 1 '7 �/ 4• 7/� 1 0 ', t Q eS 1 4 1 j ---, T- 10'.\$-, 1�a 'J ' { V/Q (� 10', -4b 1,(0) / _ 1 1 /i -7 I D •_� <Q 1 5/A, t 1/58 I o' •=1- (o 0 \rt 5/ 14, "11(c) f PERCOLATION RATE 14-' (minutes/inch) PERC HOLE DIAMETER '' TEST RUN BETWEEN drFT AND 5 FT PERFORMED BY: L -)(?) 1 �.3 "F e... CERTIFY THAT THIS TEST WAS� PERFORMED IN ACCORDANCE WITH ALL STATE ANO MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: -4/ -2.7 f / {,3 72-008 (Rev. 4/85) ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION AND MATERIAL SPECIFICATIONS SUBJECT: Lot H-1 B, Block 4, Bernard Subdivision GENERAL: 1. The scope of this project includes the procurement and installation of a 1,250 gallon septic tank and the construction of a shallow seepage bed to serve the proposed four bedroom home. 2. Construction shall be in accordance with the approved site plan, design drawings, Municipal Permit with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal Regulations. 3. The Contractor shall be responsible for obtaining all underground utility locates. 4. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. Property owner shall also be responsible for revegetation of affected areas unless specifically agreed otherwise. 5. Contractors installing wastewater disposal systems must be certified by the Municipal Department of Health and Human Services for system installations. Owners installing their own systems must receive prior approval from D.H.H.S. before beginning system installation. SEPTIC TANK INSTALLATION 1. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. 2. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. Lot H-1 B, Block 4, Bernard Subdivision September 24, 1994 Page Two 3. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. 4. Septic tanks installed without 4' of cover shall have a minimum of 2" of direct burial insulation. 5. A foundation cleanout shall be installed one to four feet from the building foundation. Two cleanouts shall be installed between the tank and the drainfield. The first cleanout shall be located on undisturbed soil not more than 10' from the tank. The first cleanout shall be to clean toward the drainfield. The second cleanout shall be to clean toward the tank. 6. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. DRAINFIELD CONSTRUCTION: 1. The seepage bed shall be constructed to the dimensions shown on the design. The bottom of the bed shall be within 2" of level. The bottom of the bed must be raked before gravel placement. 2. Distribution piping must be placed level with perforations down atop a level bed of drainfield rock. Rock should then be placed over the pipe to provide a minimum of 2" of cover. 3. A silt barrier or geotextile fabric must be placed between the drainfield rock and the natural soil backfill. 4. Monitor tubes must be 4" in diameter and installed at the locations shown on the design. The portion below ground must be perforated. Lot H-1 B, Block 4, Bernard Subdivision September 24, 1994 Page Three 5. Direct bury insulation must be placed over the distribution system when less than 3' of backfill depth is available. Finish grade over the bed must be mounded to prevent settlement or depressions. MATERIAL SPECIFICATIONS: 1. Septic tanks must be constructed by a Municipally approved septic tank manufacturer. 2. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Cast Iron (perforated and solid), ASTM D3034 or P.V.C. (perforated and solid), ASTM F810 or H.D.P.E. (perforated, but not solid) and ASTM D2662 or A.B.S. (perforated and solid). 3. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Co. Styrofoam HI or equalL. 4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Fernco, or equal). 5. A permeable geotextile fabric (Typar, Mirafi or equal) must be installed between the final drain rock layer and the native soil layer. 6. All drain rock shall be .5" to 2.5" in diameter with less than 3% passing the #200 seive. INSPECTIONS: A minimum of two inspections are required by Municipal Ordinance. These inspections must be conducted under the supervision of a professional engineer registered in the State of Alaska. The first inspection must be conducted after the excavation of trenches, beds or pits and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled. Lot H-1 B, Block 4, Bernard Subdivision September 24, 1994 Page Four The second inspection must be conducted after the placement of the geotextile fabric, gravel, distribution piping, standpipes, cleanouts and insulation. No backfill should be in place at the time of inspection. Tom Fink, Mayor Municipality of Anchorage May 5, 1994 Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 Thomas & Arlene Stoelting PO Box 241368 Anchorage, Alaska 99524 1368 Subject: Lot I11B Block 4 Bernard Subdivision Permit #SW930085, PID #060-321-25 The subject permit, issued May 5, 1993 by this office for a single family well and/or on-site wastewater system, has expired as of May 5, 1994. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by the expiration date. If you have drilled the well, a well log must be sent to this office for documentation of the installation and to close the permit. If a licensed Professional Engineer has inspected the installation of the on-site wastewater system, the original as -built inspection report must be sent to this office for review, approval and documentation. All inspection reports must be submitted within 30 days of construction completion. When applying for a new permit, the fees are: $320.00 for an on-site wastewater permit; $120.00 for a well permit and $440.00 for a combined on-site wastewater and well permit. If you have any questions, please call this office at 343-4744. Sincerely, n Smi rf , P. Program Manager On-site Services enc: Copy of Permit cc: Bock Engineering MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON—SITE WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW930085 DESIGN ENGINEER:DUMMY COMPANY OWNER NAME:STOELTING THOMAS II & ARLENE OWNER ADDRESS:P.O.BOX 549688 FT. RICH, AK 99505 PARCEL ID:06032125 LEGAL DESCRIPTION: BERNARD BLK 4 LT H1B LOT SIZE: 47792 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: PAGE 1 OF 1 DATE ISSUED: 5/05/93 EXPIRATION DATE: 5/05/94 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 DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4329 OR 343-4681 AFTER BUSINESS HOURS 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: RECEIVED BY: { ) r' , / DATE: ISSUED BY: �;; c i DATE: 1 THOMAS STOELTING, II PO BOX 5496 FORT RICHARDSON, AK 99505-0496 (907) 561-5982 May 5, 1993 RE: Permit for H1B TO WHOM IT MAY CONCERN: I, Thomas Stoelting, II, would like approval to do my own excavating on the septic system for the property at II1B. I feel confident in my ability to accomplish this as I have 17 years of experience working heavy equipment through Local 302 Operating Engineers. Thank you. Sincerely, /1/4-'e Thomas Stoelting, II id C.: \'4 If\yet f? ItJ 0 BOCK ENGINEERS April 27, 1993 John Smith, P.E. Manager, On -Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Lot H -1B Bernard Subdivision (MOA PLAT #81-245) SEPTIC SYSTEM NARRATIVE Dear Mr. Smith: I have tested and investigated the above lot for installation of a septic system and offer the following findings regarding its adequacy to support the proposed system: The immediate area is served by the private Bernard Water System rather than individual wells. The area has large lots and generally good absorption capacities thus allowing sufficient room for septic sites and reserve areas. Immediate neighboring septic systems are all +50' distant. Drainage will not be affected. I have set the system back 100 ft. from the drainage easement on the lot. The easement does not contain any evidence of being an active watercourse even during spring runoff. For any questions, I can be reached at 696-5735. Very truly yours, P.O. BOX 874662 WASILLA, AK 99687 PH:(907)696-5735 BOCK ENGINEERS SITEPLAN FOR ON-SITE SEPTIC SYSTEM LEGAL: LOT H=1B BLOCK 4 STEWART SUBDIVISION PLAT #81245 �, ` OF .. a es....a.. off 'F9j1t r.. to', ",,' o Gory R. [ o C.C: 4200 K _I130x 1«., :Box C\N IA'Tr V--", w\\ � i\La,rc- P.O. BOX 874662 WASILLA, AK 99687 PH:(907)696-5735 BOCK ENGINEERS SEPTIC SYSTEM DESIGN LOT H -1B, BL 4 BERNARD SUED. PLAT #81-245 OWNER: Tom Stoltine 3 BEDROOM: - use 1000 gallon tank SOILS: - GP with water table at 7 to 8 ft. depth- use sand filter @ 150 square feet per bedroom. SEEPAGE AREA: - 3 x 150 / 0.8 = 563 SF. USE: 18' x 32' bed :-(1 y P. floc, CE 4200 ^' S-- 1 c R FIELD NOTES: Bottom of bed 4 ft. below natural ground on uphill side of bed. See attached specifications next page. P.O. BOX 874662 WAS:LLLA, AK 99687 PH:(907)696-5735 BOCK ENGINEERS BED DETAIL FOR ON-SITE SEPTIC SYSTEM LEGAL: LOT H -1B BLOCK 4 STEWART SUBDIVISION PLAT #81-245 3 yI z c) C) P.O. BOX 874662 WASILLA, AK 99687 PH:(907)696-5735 BOCK ENGINEERS SPECIFICATIONS FOR ON --SITE SEPTIC SYSTEM LEGAL: LOT H -1B BLOCK 4 STEWART SUBDIVISION PLAT #81-245 A. General 1. The septic plan is for a single family residence only. 2. The site plan and design shall be a part of this specification. 3. All materials and workmanship shall meet the requirements of the Anchorage Department of Health and the state D.E.C. 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 or modified in the field to meet Municipality of Anchorage and state D.E.C. requirements. 6. It is the responsibility of the owner to obtain all necessary permits and or easements. 7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. 8. It is always recommended that a surveyor locate the nearest lot line position and the location of any easements. B. BED 1. The bed is to follow the natural land contour to maintain uniform total depth of the bed bottom. 2. The bottom of the bed shall be level, plus or minus 2.0" 3. The total depth of the bed excavation shall not exceed 4 feet at any point. 4. The bed gravel is to be covered with a geotextile filter fabric material. 5. Soil or a combination of soil and extruded board insulation to an equivalent depth of 4 feet is to be placed over the absorption bed. 6. The area over the bed is to be finish graded to prevent ponding of surface water runoff. F.O. BOX 874662 WASILLA, AK 99687 PH:(907)696-5735 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOU — PERCOLATION TEST PERFORMED FUR! %1'i,t (/V it- (-r'VA-1) 64t3"1ZvOnfLcvl3, LEGAL DESCRIPTION:LQTNf/9 6 Coc e: 2— z -s' 3- 4- 6- 7 - 8- 10-- 11 - 12 -- 13- 14- DEPTH (FEET) >r�rY, .S'7ivy 15- 16- 17- 18- 19- 20 - CSP %/l✓p✓vt ;E'NGINEp'S'' 1t 9;x"11 1k Dcrvk1 R. Lrory ttlr tri.% MO. 22(15-E •cc, �o . "*"4 DATE PERFORMED: Township, Flange, Section: SLOPE WAS GROUND WATER _ ENCOUNTERED? YG--5 IF YES, AT WI IAT DEFIB? E Depth to Water Aller Monitoring? _7 s? Date: a4o,//i--) • SITE PLAN N Reacting Date Gross Time Net Time Depth to Water Net Drop PERCOLATION RAI E (minutes/inch) FERC HOLE DIAMETER 1 EST RUN BETWEEN ET AND FT COMMENTS J T 1), i5/ /L = /1-,-_i?S>L- _27C-57 7- f? PERFORMED BY' 19/¢ r� V/ '/�/ LVA,'I :4-u"� CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT UN DOS DALE. DA1 E: 72-008 (Rev. 4/85) L z ' PERFORMED FOR: Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST LEGAL DESCRIPTION: DEPTH (FEET) 1 — 2 - 3 - 4 - 5 - 6 - 7 - 8 - 9 - 10 - 11 - 12 - 13 14 15 - 16 - 17 18 - 19 20 - ;OMMENTS . , • DATE PERFORMED: • ToWnship, Range, Section: ) SLOPE • iy 1 WAS GROUND WATER \ ENCOUNTERED? IF YES, AT WHAT DEPTH?P Depth to Water Afterilia/ Monitoring? ) Date. 4 s L 0 E SITE PLAN 1111111111111111111 11111111111111111111111111 1111E111111111111111110111 111111111111111.131111111111 1111111M11111111111111111 11111111111111111111111111 11111111111111111111111111111 1111111111111111111111111111 11111111111111111111111111111111111 Reading Date Gross Time Net Time Depth to Water Net Drop ''' /:!..., 1 ' " 1 e 4 ' t / ...).., 1 1 " • • ../ , /Al- -A I' l \ -- • ii, - _,.. 1 i ( )1 ) '' i r c-,1";1 —/ - . . ! \ I , I ) k PERCOLATION RATE- ' • (/1 (minutes/inch) PERC HOLE DIAMETER . - TEST RUN BETWEEN " FT AND I FT • o PERFORMED BY: e X 1 (,1, CERTIFY THAT TH S TEST WA(PERFORMED IN 4/ ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) e PERFORMED FOR: Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST DATE PERFORMED:' LEGAL DESCRIPTION: 1 j DEPTH (FEET) 1 — 2- 3- 4 - 5- 6- 7- 8- 9-- 10- 11 - 12- 13- 14 15- 16- 17- 18- 19- 20 - o nsfftp, Range, Section:` F SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? S L 0 P Depth to Water Alter Monitoring? Date. ■■■■■.■■■■ MIIMERIEMEEN mmom== N■■ Reading Date Gross Time Net Time Depth to Water Net Drop 1 ', . 10 r , ,,,- I A \ l \ :__x .. , r (-) 1' �' 1 i1 `1 Vii`'' > � `t�; , 71(1) 10- PERCOLATION RATE TEST RUN BETWEEN (minutes/inch) PERC HOLE DIAMETER FT AND FT ;OMMENTS PERFORMED BY' CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE 72-008 (Rev. 4/85) Municipality of Anchorage On -Site Water & Wastewater Program (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel I.D. 060-321-25 1. GENERAL INFORMATION • Complete legal description BERNARD; BLOCK 4, LOT H -1B Location (site address) Expiration Date: / L79. / 7 - / q 19090 ELNORA LANE *EAGLE RIVER, AK 99577 Current Property owner(s) RUSS OLIN Mailing address Real Estate Agent Day phone 441-5301 19090 ELNORA LANE *EAGLE RIVER, AK 99577 2. TYPE OF DWELLING: ▪ Single Family (wlwo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4. TYPE OF WATER SUPPLY: , Individual Well Individual Water Storage Community Class Well Public Water System WaiverNariance request for: n/a • n 4 Day phone CCEP E In Per AlC23,10.1“.12.1119 SEP 1 © 2014 TYPE OF WASTEWATER DISPOSAL: Individual On-site Individual Holding tank Community On-site Public Sewer • C Distance: — Received by: COSA to be released to the engineer, unless otherwise requested by the engineer. Date: COSA Fee $ S2- -- Date Date of Payment a. I) I)1'1 cJ 030-14 I Lilt Receipt Number COSA # Waiver Fee $ Date of Payment Receipt Number Waiver # 5. 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 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 GARNESS ENGINEERING GROUP, Ltd. Phone 337-6179 Address 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Engineer's Comments: In conducting this evaluation, GEG, LtD. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines & 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 identifiable features, The operational life of all wells and septic systems depend on the local soils condition, groundwater levels 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. GEG, LTD. 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. 6. DSD SIGNATURE System #1 Approved for 1' bedrooms. System #2 Approved for bedrooms. Disapproved. Conditional approval for, Date gig lice. 000600444 o° ss:' 0 CE/ -775 m�p0 '3rofessio( 44444 \ �-0 tOFt (ANC, ??(% ON SITE �� WATER AND bedrooms, with the following stipulations d O1 WASTEWATER PROGRAM ��lJJpp��NISF'�G��O,�� By: Original Certificate Date: 1 - / / '/ 4" The 7f9u pal/r" , ' 'bhorage Develop,emt 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 riot responsible for errors or omissions in the professional engineer's work. 7. ATTCHMENTS: COSA Checklist Septic System Advisory Well Flow Advisory (Ppv 11/R51 Nitrate Advisory Arsenic Advisory Other *BELOW EXISTING GRADEI If more than 1 septic system is on the lot: COSA Checklist # of Structure served by this system Certificate of On -Site Systems Approval Checklist Legal Description: BERNARD; BLOCK 4, LOT H -1B Parcel ID: 060-321-25 A. WELL DATA Well type PRIVATE If A, B, or C provide PWSID# N/A Well Log (Y/N) YES Date completed 6/26/09 Sanitary seal (Y/N) YES Wiresro erl p p y protected (Y/N) YES Total depth 280 ft. Cased to 44 ft. Casing height (above ground) 18+ in. FROM WELL LOG AT INSPECTION Date of test 6/26/09 8/12/14 Static water level 23 ft. 37 ft Well production 5 g.p.m. 2.65 g.p.m. WATER SAMPLE RESULTS: Coliform 0 colonies/100 ml. Nitrate 1.32 mg./L. Collected by: GEG. Ltd. Arsenic: ND ug./L. Date of sample: 8/8/14 *NO FCO — HOWEVER, THERE IS A PRE—TANK CLEANOUT AND B. SEPTICIHOLDING TANK DATA OTHER C/O'S LOCATED INSIDE THE HOUSE. (91 y ra Tank Type/Material SEPTIC/STEEL Date installed 9/27-30/1995 Tank size 1500 gal. Number of Compartments E Cleanouts (YIN) YES Foundation cleanout (Y/N) *YES Depression over tank (Y/N)NE High water alarm (Y/N) N/A Date of pumping 7/28/14 Pumper JR'S PUMPING C. ABSORPTION FIELD DATA Date installed 9/27-3o/4s95- Soil rating ..f Length 50 ft. Width Total depth *8.17 ft. Eff. absorption area r ft2/bdrm) 0_7 System type BED 18 ft. Gravel below pipe 0.5 ft. 900 ft2 Monitoring tube **YES Date of adequacy test 8/12/14 Results (Pass/Fail) PASS Fluid depth in absorption field before test E in. Water added 684 gal. Elapsed Time: 115 min. Final fluid depth D in. Depression over field NO For 4 bedrooms New depth 2 in. Absorption rate >= 600+ g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE If yes, give date — THERE IS A BELLY IN THE SEWER LINE FROM THE HOUSE TO THE TANK. SEE ATTACHED RECEIPT FROM MW SEWER & DRAIN. **THE MONITORING TUBE ON THE EAST SIDE OF THE DRAINFIELD IS NON—FUNCTIONAL. D. LIFT STATION Date installed Size in gallons Manhole/Access (Y/N "Pump on" level at in. "Pump off" level : ' . High water alarm level at in. Datu Cycles tested Meets alarm & circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 100'+ On adjacent lots 100'+ Absorption field on lot Public sewer main *88'+ N/A On adjacent lots 100'+ Public sewer manhole/cleanout N/A Sewer /septic service line 25'+ Holding tank N/A Animal containment areas 50'+ Manure/animal excrete storage areas 100'+ 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 1001+ 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 0' Curtain drain 50'+ Wells on adjacent lots 100'+ F. COMMENTS *WR#090032 Rohl Acis ins.te` the( -c frtvtot- vtt,Ji {vc{i'c LvLt_set/ft systc*- THERE IS NO MOA DOCUMENTATION REGARDING ABANDONMENT OF OLD WATER SERVICE LINE. G. ENGINEER'S CERTIFICATION 9 °1 /y I certify that I have determined through field inspections and i * : q -'S T ..-7* 61 review of Municipal records that the above systems am in conformance with MOA COSA guidelines in effect on this date. p....: _ . vAD SS o Engineer's Printed Name JEFFREY A. GARNESS Q s, . — 95 t/ g iy� �p4f 9 cla4> v dRndProfessio0Gao 40p000� Date (Rev. 11/05) % ` 40'1:00° .704:\ . \ 1 |s (lips) Vis' - �ct ,N ■ 0 Sewer and Drain Anchorage: (907) 575-9915 17713 N. Juanita Loop • Eagle River, Alaska 99577 INVOICE NO. CUSTOMER'S # DATE NAME g� ADDRESS (7C &d orc tri, CITY, STATE, ZIP i /r � A k py 77 DwSCRIPTIQN CE". AMt; Lit ys Ki�3v51 •, -�s *L.c e. �� -4t . ,s . tt� ' 1 t , .,. 4 L t.. c.0 & A II e_ LO L r3 oec C a n ti- e: C- S © A- L.. e._ eff CVL • fka4.e 5QtyriLe- � (3s.-ao ..� d ❑ Cash ❑ Check# ❑CC# CKJ 13C .....-- Authorized Signature (Open Acct. Only) OPEN ACCOUNTS ONLY By signing this invoice the above named account agrees to pay this invoice based on the following terms. Payment receipt of statement. My invoice unpaid 30 days after statement date will be considered delinquent and account maybe accrued at L5% per month. In the event that payment is not made, all reasonable collection fees, attorneys collection cots wilt be assessed as permitted bylaw. Returned checks charged a 525.00 fee. isdue lnhill upon suspended. Interest fees, court or other GARNESS ENGINEERING GROUP, Ltd =_mss September 16, 2014 CIVIL & ENVIRONMENTAL ENGINEERS Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Rd. P.O. Box 196650, Anchorage, Ak 99519-6650 (907) 343-7904 REF: Additional Non -Functional Monitoring Tube in Bed for Bernard; Block 4, Lot 111-B To whom it may concern: We have submitted a Certificate of On -Site Systems Package requesting approval from your department. It was noted in the package that there are two (2) monitoring tubes in the drainfield and one (I) was functional and the other was non-functional (did not extend down into the effective). During the review process a "comment sheet" was provided to stating that the non-functional monitoring tube must be functional. GEG appealed this requirement citing MOA regulation 15.65.060 Subsurface Disposal Fields, E. "General Construction Standards", item 13. It states, "A subsurface disposal field must have vertical monitoring pipes installed. At least one monitoring pipe with a minimum diameter of four inches shall be installed in each disposal field if the field is not continuous. The monitor pipe is to be perforated to allow liquid level measurement to the bottom of the trench excavation. Non -perforated monitor pipe shall extend from the distribution pipe invert to above ground level." Even though one (1) of the monitoring tubes in the drainfield is non-functional, the other is functional and meets the above stated regulation. In short, the drainfield meets the intent of the code and we request approval of the COSA without being required to do any repairs to the second monitoring tube. Please contact myself at 337-6179 if you have any questions or concerns regarding this project. 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com