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HomeMy WebLinkAboutSKYWAY PARK ESTATES BLK 6 LT 5Skyway Park Estates Block 6 Lot 5 #019-102-23 Municipality of Anchorage Page 1 of 3 Development Services Department On-Site Water and Wastewater Program 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SWO10422 PID Number: 019-102-23 Name: Steve J. Voth Wastewater System: Upgrade ems 1480 Woo Blvd. Anch. AK 99515 1 ABSORPTION FIELD phone: Number or Bedrooms: Shallow Bed 562-3547 Three(3 Sri Rating: Total Depth horn onginal grade. LEGAL DESCRIPTION .3 GPDfrI' 3 Ft. Block: Lot: Subdivision: Depth to pipe bottom Irom original grade: Gravel depth beneath pipe: 6 5 Skyway Park Estates .5 Ft. .5 Ft. Townsnip: Range: Section: Fe: added above original grade: Gravel Length: 2 Ft. 100 Ft. Well: Municipal Water System Gravel width: 16 Nurnber of knes: 3 Distance between Anes: 5 Ft. FL lcl=iLcalion (Private. A, B. C): Total Depth:Cased to: Trial absorption area: Pipe Material: FI. FI. 1,600 Fe ASTM D3034 PVC DrAer. Dale Draped: Static Wale Level: Installer: Dale InstaIed: Owner Installed 10/10-11/01 Ft. yield. Pump Set at. Cayng Height Above Ground: TANK - EXISTING GPM Ft. FI SEPARATION DISTANCES OS eptic ❑ Holding O S.T.E.P. Q Other. To Septic Absorption Uft Holding ublic/PrivateManufacturer. pacr y m ons. From Tank Field Station Tank SewerUne >100' >100' N/A N/A >25' Material: Number partmrnls: won Surfacewater >100' >100' N/A N/A LIFT STATION — EXISTING Lb:Llne >5' 10' N/A N/A V e: Gil. rw ac urer. >5' >10' N/A N/A mp on ve al rnp o level at: igh water alarm at: Foundation ;n. ;,. in. None Noted Pump Make d Model Electrical Inspections performed by: CuM1ain Dram Remarks: Existing Septic Tanks and Lift Station Inspected antif minedSuftabfp Fnr Cn n BENCH MARK Insulation Placed Over New Absorption Beds. ocation and Descnptlun: Top of Back Deck. Assumed leva4cn: 100.0 Ft. Engineers Stamp O ,1 �P. .............. �•� Inspections performed by: Mike Anderson Dates: 1s' 10/10/01 ::x}�0 49ih /\ . ............. .... ...t... 2nd 10/11/01 Department of H alth and Human Services approval uC4AE- E. AN DE+>9N Wi Reviewed and approved by: Date: i �� �j':,• No. CE-4351 # c^q'••.,,• ♦♦ (Rv. 1099) \, �••• \\1\\tea QLIF Permit No. SWO10422 Parcel ID: 019-102-23 Page 2 of 3 \� woo \8O4/"ard PLAN AS -BUILT SCALE 1" = 40' )tion Bed For Future Use Municipality of Anchorage Page 3 of 3 DEVEOPMENT SERVICES DEPARTMENT 4700 South Bragaw Street Anchorage, AK. 99519-6655 - 343-7904 On -Site Wastewater Disposal System or Well Inspection Report Permit Number: SW010422 PID No.: 019-102-23 I' 3/16' Holes a 5.5' Spacing 3 Lines Per Bed a 5' Spacing 96.1 ^' a 2' Insulation and Geotextile Fabric 2' Coarse Sand ��� il� �'Sil�� �Iti ■ �l EE 11 C 95x2 MEMORANDUM DATE: February 2, 2003 TO: Jeff Poet FROM: Mike Anderson, P.E. SUBJECT: Lot 5, Block 6, Skyway Park Estates Subdivision Septic System As -Built The total depth of the septic system from original grade is 30. A total of 2' of sand was placed beneath the drain field rock. The bottom of the drain field rock is V below original grade. The owner of the system has been notified an owner installer letter is required. He will deliver the letter to you in the near future. 4-8-03 Subject: Completion of on-site water and / or wastewater permit. Permit Number. SW010422 Legal Description: Skyway Park Estates Block 6 Lot 5 To Municipality of Anchorage. I am the owner of the above property and did indeed install a leach field designed and inspected by Mike Anderson of Anderson Engineering. I also uncovered the existing holding tank and showed it to Mike Anderson, it was made of Concrete and sits partially under the edge of rear deck. It has been a Year since completion of this project and the holding tank, lift station, and leach field have been working flawlessly. Sincerely, Steve Voth Owner Skyway Park Estates Block 6 Lot 5 Mailing address 1480 Woo B1vd.Anch.AK 99515 .1- rMvL beep a. Mc,.bet' Q C CohS�rwc�i'ot�, �vice 1 3�1 1 �c,r �O yec.r,, n 1 have. ¢Iso yvLc c&- n e r%I PIP- G h Seveso, I , jab S 40 V: m c . L0. v"' C-0 n5 Nf- � +k S Glc,\low sySkrN1 1 see ho ��c��/zc,�A:. 3 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 PERMIT Upgrade Permit Number: SWO10422 Legal Description: SKYWAY PARK ESTATES BLK 6 LT 5 Design Engineer: 0014 Anderson Engineering Owner Name: Steve J. Voth Owner Address: 1480 Woo Blvd. ANCHORAGE. AK 99515-0000 /d: Mam 17:3�p,� Date Issued: Oct 08, 2001 Expiration Date: Oct 08, 2002 Parcel ID: 019-102-23 Site Address: 001480 WOO BLVD Lot Size: 57000 SO. 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. Received By: Issued By: Date: � . d Date: 10 — 9 '-0/ Municipality of Anchorage • Development Services Department _• Building Safety Division On -Site Water and Wastewater Program ° 4700 South Bragaw St. s A I[ . r 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. 0 / Q— 102 — 23 Permit Number SW010422 Property owners) Sal eve 00) fDay phone 311c(- (( 7 Mailing address (1) 14'YQ Afurj Mailing address (2) . Zip Code 1 9 S 15 Legal description (Lot, Block & Sub'd.) 6(-k L_ Legal description (Section, Township & Range) STe,( Lot Size 5r�, 00 C.> Acres Sq.Ft Number of Bedrooms_ THIS APPLICATION IS FOR: ✓I0 Sewer Only [� Well Only ❑ Sewer and Well ❑ 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. (Signature of property owner or authorized agent) Permit Fees: 32 0 GO Waiver Fees: Date of Payment: 0/// — 2,6 — � Date of Payment: Receipt Number: / Q 6(3 Receipt Number: (Rev. 12100) M-Uniciponlity of Anchorage Department of Health and Human Services 825 "L' Street Rick Mystrom, P.O. Box 196650 Anchorage, Alaska 99519-6650 Mayor http://www.ci.atichorage.ak.us 343-4744 June 26, 1998 Steve J. Voth 2440 E Tudor Road #112 Anchorage, Alaska 99507 1185 Subject: Lot 5 Block 6 Skyway Park Estates Subdivision Permit 41SW970147, PID 41019-102-23 The subject permit, issued June 23, 1997 by this office for a single family well and/or on-site wastewater system, has expired as of June 23, 1998. 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. Sinc rely, J me�Cross, P. rogram Manager n -site Services enc: Copy of Permit cc: Anderson Engineering PAGE 1 OF 1 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 (UPGRADE) PERMIT PERMIT NUMBER:SW970147 DESIGN ENGINEER:ANDERSON ENGINEERING OWNER NAME:YAEGER JOHN 0 & OWNER ADDRESS:1480 WOO BLVD ANCHORAGE, ALASKA 99515 PARCEL ID:01910223 LEGAL DESCRIPTION: SKYWAY PARK ESTATES BLK 6 LT 5 LOT SIZE: 57000 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAI. FIELD SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: DATE ISSUED: 6/23/97 EXPIRATION DATE: 6/23/98 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 ) . (NOT REQUIRED FOR WELL ONLY PERMIT) 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: E --" DATE: 6%o t9l ISSUED BY: GYLI� �• / L/I,'� �-�f DATE: 61 ��'-% May 29, 1997 Municipality of Anchorage Department of Heath & Human Services 825 "L." Street Anchorage, AK 99502-0650 Subject: Lot 5, Block 6, Skyway Park Estates Subdivision Septic System Design Impacts to Adjacent Properties Dear On Site Services Engineer: The absorption bed on Lot 5, Block 6, Skyway Park Estates Subdivision has failed and must be replaced. The attached Site Plan and backup documentation identify the size and location of the new absorption "bed to be constructed on the lot. The existing septic tanks along with the existing lift station will be inspected and tested and verified for continued service. A testhole performed in the area of the new bed revealed silty sands and gravels with a percolation rate of 40 ,minutes per inch. A total of 1 ,500 square feet of absorptive area will be required based on this absorption rate. We are proposing to place twin 15' wide X 50' long beds with the bottom of the bed 1' below the surface. Our testhole revealed no groundwater. A testhole placed in 1986 however indicated groundwater at 5' below the surface. The absorption bed is designed for groundwater at this level. This lot is served by the Municipal water system. Adjacent lots, however, are still on private wells. No conflicts exist between the proposed location of the new absorption bed and the protective radii of the adjacent wells. The surface of the lot slopes from northeast to southwest at grades varying from 1% to 2%. The surface of the ground in the area of the absorption bed is fairly flat. If the system is constructed as designed the following statements can be made: 1. The system, if constructed as designed, will have no adverse impact on the wells in the area or those to be constructed in the future. Lot 5, Block 6, Skyway Park Estates May 29, 1997 Page Two 2. The, system, if constructed as designed, will- hayed no adverse impact onexisting septic systems in the area or those to be constructed in the future. 3. The system, if constructed as designed, will have, no adverse impact on reserved space, either' surface or subsurface, on any lots located in the area: 4. The system, if constructed as 'designed, will have no adverse impact on drainage patterns in the area. The current drainage pattern w i l I be maintained. Sincerely, o Michaele E. Anderson, P.E. Attachmentsd��4 �� � mai •� .... :..:....:......:. . WOO BOULEVARD 9 Lot -to \a , 3 BOW HOME EXISTING,' SEPTIC TANKS Loi-+ EXISTING LIFT STATION. o Ly Q� �� ° J G7 L``.�� i� i• I I o EXISTING X STI G (, ED o U NBED: Utu EI I , �� V l5' !St (� NO WELLS WITH,' " ViQC> ' 1 d 100 OF SEPTIC -SYS . TEM I,.� �,pe�onton i o n 6 l/ lJ �' ■ PLN N SCALE V _ 30' J . LOT 5, BLOCK 6, SKYWAY PARK ESTATES SUBDIVISION DESIGN FACTORS: Three Bedroom Home Perc. Rate: 40 Min./Inch Application Rate: .3 GPD/SF SYSTEM REQUIREMENTS: Shallow Bed System Verify Exist. Tank/Lift Station 2.0' Coarse Sand Pressure Distribution System 3 Bedrooms X 150 GPD = 450 Gallons Per Day 450 GPD/.3 GPD/SF = 1,500 SF 1,500/ 15 LF (Width of Bed) = 100 LF Total Length of Bed Therefore: Construct a Shallow Bed System With 2 Beds Each 15' Wide X 50' Long. Distribution Piping to Be Placed .5' Below Ground , N Z-© 2'� A� R•ev- Bo fty T�+xu�tta-c o�J —� L " 0 G/ot C Avirr4�b C:11AaXn04: f 771, .� � N 5i-10 Z'L TYPICAL SHALLOW BED SECTIION. (NO SCALE) NOTE: Minimum 4' Separation From Ground Water Grade Area to Drain Away. e v^o au ann ca `: ou Minimum 3' Cover Over Bed or Direct Bury Inst '{{�{,'§'� ';ane ee.av"•'��f, },''� a)SeiiLfvTe`tS�.ni)ar- Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 " U' Street. Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR:_— ss— DATE PER LEGAL DESCRIPTION: L'7-� p 914 Township, Range, Section: SLOPE N -m r /amt ' =—I --I--1 r=;:P= 20 - I � COMMENTS_ 'arc" e.pvl WAS GROUND WATER . ENCOUNTERED? __ S L If: YES, AT WHAT O DEPTH? P E 11e10 to Waer u Nanwrig7 n6o,.f 6_ SITE PIAN r'wr•� . Reacting Date Gron Time Not Depth to Time Water 3� 9 8_ Not Drop •T 2 �o e UL_ 3- .Jto.o 5 S S o oln 415 S, 0 3 --, 7 ' 10:15 fl , 8 yP,o , 9 0 0 10- 0 11 11 12 e/n 13 / 14- ais is- 16 16 71919 17- is - 19 20 - I � COMMENTS_ 'arc" e.pvl WAS GROUND WATER . ENCOUNTERED? __ S L If: YES, AT WHAT O DEPTH? P E 11e10 to Waer u Nanwrig7 n6o,.f 6_ SITE PIAN r'wr•� . Reacting Date Gron Time Not Depth to Time Water 3� 9 8_ Not Drop •T �o e 01 I"Tlot .Jto.o �t S o oln I 415 S, 0 3 --, I 00' 10:15 1p,o , tp;35 yP,o , PERCOLATION RATE (mmutevin�c--h) PERC HOLE DIAMETER ! TEST RUN BETWEEN — v . PT AND _l_— FT Wm S or6so�e ked pr �r� 7� 7�a s7� PERFORMED BY: -- --- I R1 FY THAT TII�JIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: Ig 1 72-OOB (Rev. 4/85) r , : PRESSURE DISTRIBUTION CALCULATION Elevation @ Highest Discharge Point 9 b.0 Pressure @ Highest Discharge Point 5,0 (141-b PR.FSSUkAE- Liquid Level in Tank (Elevation) 93,0' Diameter of Holes in Distribution Line On, 1) Diameter of Distribution Line Hole Spacing in Distribution Line S 5� Length of Transport Line l00, Diameter of Transport: Line /,S. � . S9 C�1» I O2�r-�c G F��-r Pru ssU&Cz, Q-rvrA,%- _ 59 X S4 © r r t t cs CTr�rAd.) _ 3 I .9 Cap N� _ ! L Owns- Cwo)�3/.9) !. SS ibFA _ (1d3 q 3 q C Iq) + -- ci.s-) 1/, g7 3 7.9 OS PvMA 1� on�s 2.0 OST 0S 9 w tw 3 3,150.00 200.00 150.00 EL 31.9 HMO 5.00 10.00 15.00 20.00 25.00 30.001 35.00 40-00 45-00 50-00 JI -q NET DISCHARGE, GPM ORENCO SYSTEMS, INC 2826 COLONIAL ROAD ROSEBORE, OR 97470 (503) 6T'W165 4 1 r=FFLI JENT PUN[PS-1 4: -4- 1/2H to 11/2 Hp SINGLE PHASE, 60HZ 41 J- E4-4- .. ..4- 115/230 VOLT 20 OSI 15 HHF - 9 stage PC#2 J. .. ... . Li. 5/92 _Q I I t I I 4— L -20 OSI IOHHI!-7 stage 4 ...... .. .. .. ... ... J........ J .. .. .. .. ... .. ... ... .. _ -L4 -.. ... .. 4-41..I .: .. ... ... .. ... ... ...... .... .... ... ... . ... ... .. .. J . ....... H 0 08 05 HHF .. . ..... ... .. ... ... ... .. ... ... .. J ... .. . . . . . . .. ... .. .. 4-- .. .. .. J.A . .. ... ... ... . ... .. . .......... ... ..... ... ... -A .. ... ... ... .. ... .. ... . . . . .. .. .. .. .... .. ... ... . . ... .... ..a..4.. .. ... ... i.-4 .. .. ... .. 41 .... .. . ... ... 4 OSI 05 _ HH H - -..I- 2 stage iii i Il .. ....... .... ... .. ... ... ... .. ... ... ... .. i..... .. ... ... ... .. A iF illi I& ... fit .. .. .. . . ...... 1 ...... ........... ... .. .. ... it 20 w / OSI 05 H 1/4" flo . . . . . 5.00 10.00 15.00 20.00 25.00 30.001 35.00 40-00 45-00 50-00 JI -q NET DISCHARGE, GPM ORENCO SYSTEMS, INC 2826 COLONIAL ROAD ROSEBORE, OR 97470 (503) 6T'W165 ON-SITE WASTEWATER DISPOSAL. SYSTEM CONSTRUCTION AND MATERIAL SPECIFICATIONS SUBJECT: LOT 5, BL.00K 6, SKYWAY PARK ESTATES GENERAL: 1. The scope of this project includes the construction of new twin 15' X 50' absorption beds at the location shown on the plans. It also includes the testing and inspection of the the existing septic tanks (two) and the existing lift station. I f the tanks or lift station are not suitable for continued use they will be replaced. 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 and for the layout of the septic system. 4. Unless specifically agreed otherwise, the contractor shall be responsible for final grading areas subsequently depressed from soil settling. The property owner shall 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. LIFT STATION INSTALLATION (IF REQUIRED) 1. The lift station is to be constructed by a certified tank manufacturer. Construction shall include an 18" manhole for access to the lift station. Lot 5, Block 6, Skyway Park Estates May 29, 1997 Page Two 2. The lift station shall be sufficiently bedded to prevent settling or shifting of the tank. 3. All standpipes on the lift station shall extend a minimum of 12 inches above final grade. 4. Lift stations 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. No cleanouts arc) required between the lift station and the drainfield in a pressure distribution system. 6. Final grading over the lift station shall be such that a positive slope exists away from the septic tank. ABSORPTION BED CONSTRUCTION: 1. The absorption bed shall be constructed to the dimensions shown on the design. The bottom of the bead shall be within 2" of level. 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 in the drainfield rock must be perforated. 5. Direct bury insulation must be placed over the distribution system when less than 3' of backfill depth is available. Lot 5, Block 6, Skyway Park Estates May 29, 1997 Page Three Finish grade over the bed must be mounded to prevent settlement or depressions. MATERIAL. SPECIFICATIONS: 1. The lift station must be constructed by a Municipally approved septic tank manufacturer. An Orenco 20 OSI 05 HHF - 5 is recommended. 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 equal). 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 sieve. 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 Lot 5, Block 6, Skyway Park Estates May 29, 1997 Page Four of any gravel. A septic tank may be set in place, but may not be backfilled. 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 the second inspection. The contractor is responsible during the layout of the system to assure that all separation distances from adjacent wells in the area are met. FILTER SAND SPECIFICATION ACCEPTABLE SOURCES: 1. Road sand from Central Paving Producis (Palmer). 2. ASTM D 33 concrete sand from Quality Sand (Wasilla). 3. Pit run sand from Beaver Lake Sand & Gravel (Wasilla). Any sand from a source other than the above must have a sieve analysis performed which indicates that the product is a sand and has less than 4% passing the #100 seive and less than 2% passing the #200 seive. f LNVIRON MUNICIPALITY OF ANCHORAGE 0� DE iTMENT OF HEALTH AND HUMAN SER' I1� S �nlC`� tl Environmental Health Division 825 " L" Street, Anchorage, Alaska 99502, Telephone 264-471 E U- gg ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTI lO ET/P -- Name Flnr'f fa leJ -- -- DISTANCES FROM ATO SEPTIC TANK ABSORPTION FIELD WELLG/o Address -- — AECS 72oo w• 33'" Andio,,,5v AK 71-p-43-- WELL Thione(s) Pernnl No. SG/ soya SG�eioG — �"-- No. of Beoms Idro3 LOT LINE LEGALDESCHIPTION _ Lot_ 5 L G 5)�y,� y pa Ic Es +motes FOUNDATION _ -As-GUILT - / Township. Range, Section 7 4 r I N /�. 3 W .^ --___ DIAGRAM (Show location of well, septic system, property lines, foundation, driveway, water bodies. etc.) TANKS ❑ SEPTIC ❑ HOLDING ManulacLLuer �—�/ , Ga d in gallons Matenal 1 - Nl.�pmparbnenls — — TYPE: OF SYSTEM '❑ -- ay � TRENCH [ BED ❑ W. DRAIN ❑ OTHER Depth No -o-111-01 ottom from total depth from original grade original grade 1 y �z FT a .2 evT....�.-kd FT lit" — - FII atlUnd above onyinal grade FT Gmvel Unpih beneath pipe i/z racK art ei /') �' S n FT Gravel length---------- 90 FT Gravel width Z 3 FT Total absoq,tron arca %Z O SQ FT Distance between hoes 5z 6 FT — -- — — ---- - _—_— y _ o tvlr --- r; d -— Number aI Imes 6 Soe mimfl i s9 (SQ FT Pipe maten it C/ F8/d L3o3 cf _ Installer Data Installed ,AO~ r,— 1013 -to It/3 )uc WELLS —-------- ❑ PRIVATE ❑ OTHER (Iden ifvl — — — Efassiheabon (A, R.C) --- - Total Depth 7�Gased to Inslalle Dete Installed_ — — REMARKS: Scale: Nl5 Inspections Performed by. ENGINEERS SEAL -— _EGGS ----- clarify that Ihis inspection was pedunned according to all Municipal and Stale duideliKin ellect on this date: — it d ?6 ----_ Health Department Approval: ,^y�C�ec,_ Date. / 72-013 (3/85) I_/ , Dl. FIN RTMENI HALTH ANU ENVIKONMENTAI ON ~ G25 L STREEl, ANCHO�A�E, AK 79�01 '�v 264-4720 LA It NO: 8�04O6 ENDINEERED DESIGN � DATE IS�UED: 1O/30/86 , v APPLICANlAMITA FARLEY ADDR[SS: % AECS 1200 W"33Ro AVE ANcHORAG�, AK 99503 CONTACT PHON[: 561-5040 LE6AL DES�VIP: SU131)IVISI0N: SKYWAY PARK EST" LOT: 5 BLOCK: 6 SECTION: 24 TOWNSHIP: 12N RANGE: 3W LOT SIZE: 1.)4o00 (SQ"FT. OR ACRES) l cerIl. i/y that: 1 l am �ami\iar with the requirement�1 on-site sewers and wells as set [orth by the Municipality o[ Ancho,age (MOA) and Lhe State o[ Alaska^ �. I will install the system in accordance �ith all MOA codes and regulations, *nd in cowp1iance with the design criteria of this p(Drmit" 3. I ,/,)ill *dhere !o all I'll. 8 and State ka reguirements for the set back (.1isLances from any existing well, wastewater disposal sys+em or public sewerage system on this or any adjacent or nearhy loL. IF A LlFT STATIDN IS lNSTALL�D II"I AN H;�A COYI[ RED VY MOH J.31.JICODli� S), 1 HEN (1> AN ELECTRICAL PTI .RMlT AND INSPECTIOH MUST ME ODTAINED; (2) AS-�UIL[S W�|L NOl BE (1111 '1 WITHnUT AN EiECTRICAL INSPECTIVN R[PORT; AND (3> TUE [LECTRICAL WORK MUST 8E DONE �L�CTRlCIAN. ClGNFD DATE: ICANT: AIll ITA FAF&f�,Y / .� I33UE1.) 8Y DATE: 7�� ' ~~~ � C7 0 PERFORMED FOR: LEGAL DESCRIPTION: $ 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 (ENGINEER'S SEAL) Municipality of Anchorage DEPARTMENT OF HEALTH 8, HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION 'TEST a,le I -----DATE PERFORMED: (3 6ci6 fie. I'n-6 pink 6s1 B 6 L5 Township, Range, Section: iet a' -r 7-1z1vfi4/w T est SLOPE SITE PLAN Oryo-n(c So�1 5e11ow-iah Sit �' )oo jLt °J°O� P t S . 1-� SanJ`1 9 rave ) -i a� r; 4 WAS GROUND WATER t� ENCOUNTERED? /eD IF YES, AT WHAT DEPTH? 5 Depth to Water Aller i/ Monitoring? -�� Z Date: ZO Oct. Jim I Reading Date Gross Time Net Time Depth to Water Net Drop Peak /o-"14 /0 01' - /0 3f 30 .6 7 -. [ S , s z "feat I /D'. 39-//'07 30 .63 -'3� 3/ — —/V 1/'09-/['3`1 30 ,67 -'37 •3o 39-/2'0 36 c.k /D'-lY•86 /0'l7 •(049 '30 6 i -.O� I reit 7_ /0'[? --1//7 30 30 7- • 3 %� g l x'77 /z:la 30 67- ,` O 27 I I PERCOLATION RATE —7-- (mnmtes/inch) PERC HOLE DIAMETER _ JJJ TEST RUN BETWEEN -5"/Z FT AND __ FT COMMENTS e, rola�i'on �ca -fS 6 C�a ��,-- , -1" / ',410 01 ,2,, iJ PERFORMED BY:� ( I7[ ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN 72-008 (Rev. 4/85) f� P THAT THIS TEST WAS PERFORMED IN THIS DATE. DATE: /3 O, -f yG 4E) Municipality Anchorage DEPARTMENT OF HEALTT H &HUMAN SERVICES 825 " L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: An,, Fq [�-(ez DATE PER LEGAL DESCRIPTION: /a`XCJf- B e' L S Township, Range, Section: 4.E Inlilek 7`1 SLOPE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 WAS GROUND WATER ENCOUNTERED? S IF YES, AT WHAT it L DEPTH? S 2- O P E_ Depth to Water Alter 4 z Monitoring? _ gale: ° °c zy jvzl✓R SITE PLAN Ea , F— Reading Date Gross Net lime Time Depth to Net Water Drop �t I I PERCOLATION RATE _ (mmutes/inch) PERO HOLE DIAMETER TEST RUN BETWEEN FT AND _ FT IP" (� COMMENTS" ✓0 �c 7�iy do, -c PERFORMED BY: E�_$ Z ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN 72-008 (Rev. 4/85) L � CERTIFY THAT THIS TEST WAS PERFORMED IN ` THIS DATE. DATE: 0, i JYdG, ,x 1 INSPECTION REPORT . MUNICIPALITY OF ANCHORAGE, BUILDING SAFETY DIVISION 3500 EAST TUDOR ROAD INSPECTIONS (907) 563-3464 ADMINISTRATION (907) 786-8211 NAME i" 1 irl. I i 4 r C 1 t C/ PERMIT NO. •I r^ I i j r �� �}SI STREET ADDRESS r C� Y " �1 f e1 L) / PHONE �' r '• LOT / ) BLOCK / / SUBOIV. t� is ' / DATE FOOTING [3: ELEC. TEMP. ❑ PLBG. UNDGR. ❑ FOUNDATION ❑ ELEC. SERVICE ❑ PLBG. ROUGH ❑ BOND BEAM ❑ : ELEC. ROUGH ❑ RAS TEMP. ❑ FRAMING ❑ INSULATION ❑ • ELEC. FINAL ❑/ GAS - ❑ OTHER '.J" ^ O MECHANICAL ❑ SHEETRO ❑ MECH.FINAL❑ STRUCYFINAL — ❑ FIRE FINAL O PLBG. FINAL ❑ 10THfA ❑, ZONING ❑ OTHER ❑ O NONCOMPLIANCE OBSERVED O CORRECTIONS ESSENTIAL AS EXPLAINED BELOW .. . O WILL REEXAMINE AT NEXT INSPECTION ❑ DO NOT CONCEAL UN/TIL REINSPECTED COMMENTS ~ l i t :) {,LL �-_. { i" I I� r (. I> > I/,, ;-I '1 I` 441>�ti/� -- • i I l INSPECTOR TE'' WHEN CORRECTIONS ARE JMADE, PLEASE CALL FOR INSPECTION v I` • i I l ALASKA �IIOIRMVTRL COnTROL Sei,,J S, InC. Cngineering & Enuironmenlal $ludies SPECIFICATIONS FOR BED WASTEWATER TREATMENT SYSTEM - SKYWAY PARK ESTATES, BLOCK 6, LOT 5 1.0 GENERAL 1.1 THE DRAWINGS, SHEETS -1 THRU 3, SHALL BE PART OF PHIS SPECIFICATION. 1.2 ALI, MATERIALS AND WORKMANSHIP SHALL MEET THE REQUIREMENTS OF THE MUNICIPALITY OF ANCHORAGE, DEPARTMENT OF HEALTH & HUMAN SERVICES (DHHS), THE CONDITIONS OF THE PERMIT, AND ALL APPLICABLE RULES AND REGULATIONS CURRENTLY IN EFFECT. 1.3 ALL EXCAVATIONS AND DEPTHS ARE ADVISORY, AND ARE TO BI's VERIFIED OR MODIFIED IN THE FIELD BY A DHHS APPROVED INSPECTOR. 1.4 IT IS THE, RESPONSIBILITY OF THE INSTALLER TO ADHERE TO APPROVED DESIGNS FOR INSTALLATION, TO MAINTAIN THE SPECIFIED SEPARATION DISTANCES, AND TO HAVE THE APPROPRIATE INSPECTIONS. 1.5 IF TIIE INSTALLATION IS NOT INSPECTED BY AN ARCS ENGINEER, ARCS WILL NOT BE RESPONSIBLE FOR THE DESIGN. AN ENGINEER AT ARCS SHOULD BE CONSUL'T'ED PRIOR TO CONSTRUCTION, TO DETERMINE THE NUMBER OF INSPECTIONS THAT WILI. BE REQUIRED AND TO EXPLAIN WHAT THESE INSPECTIONS WILL INVOLVE. 2.0 SEPTIC SYSTEM 2.1 THE EXISTING CONCRETE 1000 --GALLON TANK MAY BF, USED, PROVIDED ITS INTEGRITY IS FIELD VERIFIED. 2.2 TIIE SEPTIC TANK SHALI, BE A MINIMUM OI+ 5 FEET FROM THE HOUSE FOUNDATION, AND A MINIMUM OF 5 FEET FROM THE ABSORPTION AREA. 2.3 THE SEPTIC TANK AND BEI) SHALL BE A MINIMUM OF 100 FT. FROM ANY PRIVATE WELL OR BODY OF WATER, 150 FEET FROM CLASS C WELLS, AND 200 FEET FROM CLASS A OR B WELLS, UNLESS OTHERWISE SPECIFIED. LESS THAN TIIE REQUIRED SEPARATION DISTANCE MUST HAVE PRIOR APPROVAL OR WAIVER BY MUNICIPALITY OF ANCHORAGE, DEPARTMENT OF HEALTH AND HUMAN SERVICES. 2.4 PIPING SHALL BE FITTED WITH A MECIIANICAL WATERTIGHT CALDER COUPLING ON THE OUTLET AND INLET OF THE SEPTIC TANK. PIPING SHALI, BE 4—INCA SOLID PVC ASPM D3034 OR CAST IRON, SLOPED A MINIMUM OF 1/4" PER FOOT WITH A MINIMUM OF 4 FEET OF COVER. 1200 Wesl 33rd Ruenue, Suite B • Anchorage. Alosh 99503 • (907) 361-5040 2.5 CLEANOUTS SHALI, 13E INSTALLED AS DESIGNATED AND CAPPED WITH AIR -TIGHT RAIN CAPS (JIM CAPS OR EQUIVALENT), AND EXPEND A MINIMUM OF 2 FEET ABOVE GROUND LEVEL. 3.0 SEEPAGE BED 3.1 THF, SAND FILTER SHALL MEET THE FOLLOWING M.O.A. CRITERIA: SIEVE SIZE (MM) PERCENT FINER BY WEIGHT #4 (4.75) 100 #10 (2) 75 - 100 #60 (0.25) 5 - 75 #200 (0.074) 0 - 15 3.2 THE GRAVEL FOR THE BED SHALL BE 0.5 TO 2.5 INCH, SCREENED ROCK WITH LESS THAN 3% PASSING #200 SIEVE RESIDUAL. ALL SUBSTITUTES MUST HAVE PRIOR DHHS APPROVAL. 3.3 THE BOTTOM OF THE EXCAVATION SHALL BE LEVEL AND RAKED WITH THE BACKHOE BLADE TO INSURE THAT THE BOTTOM HAS NOT BEEN COMPACTED DURING EXCAVATION. 3.4 THE DISTRIBUTION PIPE SHALL BE 4 -INCH RIGID PVC WITH A MINIMUM CRUSH STRENGTH OF 1500 LBS. ALL PIPES SHALL, BE LAID LEVEL, AND SPACED ACCORDING TO THE DRAWINGS. 3.5 MONITOR S'T'ANDPIPES SHALL BE PLACED AS SHOWN IN THE DRAWINGS. THEY SHALL BE RIGID PVC ASTM D-3034, OR OR 4 INCH DIAMETER CAST IRON. THE SECTION SHOWN WITH HOLES MAY BE EITHER DRILLED 0.5 INCH HOLES ON THE 6 INCL[ CENTERS ON OPPOSITE SIDES OF THE PIPIT, OR A SECTION OF REGULAR PERFORATED SEWER PIPE MAY BE CLAMPED TO THE SOLID SECTION WITH A NO -HUB COUPLING OR SOLVENT JOINT. A RUBBER RAINCAP (JIM CAP OR EQUIVALENT) SHALL BE PLACED OVER THE TOP OF THE PIPE. 3.6 IF THE FINAL GRADE OVER THE BED IS LESS THAN 4 FEET ABOVE THE GRAVEL, INSULATION IS REQUIRED, USING DOW EXTRUDED BLUE STYROFOAM BOARD, THERE SHALL BE 1 INCH OF INSULATION FOR EVERY FOOT OF SOIL LESS THAN THE REQUIRED 4 FEET OF COVER, BUT THERE MUST BE AT LEAST 18 INCHES OF SOIL EVEN THOUGH INSULATION IS USED. THE SOLID PIPE EXTENDING FROM THE SEPTIC TANK TO THE DRAINFIELD SHALL ALSO HAVE 4 FEET OF COVER OR AN EQUIVALENT LAYER OF INSULATION COMBINED WITH SOIL TO PREVENT FREEZING OF THE LINE. 3.7 IF INSULATION IS NOT NECESSARY, 'THEN THE, GRAVEL MUST BE COVERED WITH A LAYER OF A NONWOVEN FABRIC (SUCH AS MIRAFAI, FIBRETEX 200 GRADE, POLY -FILTER X, OR EQUIVALENT). 3.£3 'TILE TOP AND SIDES OF THE BED SHALL BE PLANTED WITH A WHITE CLOVER AND RED FESCUE MIX OR BLUE GRASS. 4.0 INSPECTIONS 4.1 THIS BED WILL REQUIRE THREE INSPECTIONS. THE FIRST INSPECTION WILL BE OF THE OPEN EXCAVATION, TO ASSURE THAT THE SYSTEM IS INSTALLED IN PROPER STRATA AND DEPTH. 4.2 THE SECOND INSPECTION WILL BE PERFORMED AFTER SAND FILL IS INSTALLED, BUT PRIOR TO PLACEMENT OF GRAVEL AND DISTRIBUTION PIPES, THIS INSPECTION WILL VERIFY THAT THE FILLER IS PROPERLY INSTALLED, THAT IT MEETS SPECIFICATIONS AND THAT IT FULFILLS THE INTENTION OF THE DESIGN. 4.3 THE THIRD INSPECTION WILL BE PRIOR TO BACKFILL AND VERIFY THAT DISTRIBUTION PIPES ARE POSITIONED PROPERLY, SUFFICIENT GRAVEL IS PLACED, AND THE SPECIFICATIONS OF THE DESIGN ARE MET. 5.0 LIFT STATION 5.1 THIS SEPTIC SYSTEM WILL REQUIRE A LIFT STATION. IF THE EXISTING CONCRETE TANK IS USED, A 500 --GALLON ANCHORAGE TANK LIFT S'T'ATION MAY BE USED AFTER THE TANK. 5.2 SEE THE; ATTACHED ANCHORAGE TANK SPECIFICATIONS FOR DETAILS. ALASKA ENVIRONMENTAL CONTROL SERVICE 'NC. 1200 West 33rd Avenue, Suite B ANCHORAGE, ALASKA 99503 (907)561.5040 o kryl,n ♦N 2 6< .ddrd JOB— SHEET N0.— CALCULATED BY L>l ` CHECKED BYu SCALE._ woo SY"v I- . K 6Ss -A- E -r 8 6 4- S •� DATE __ DATE cP-j!c lou' 6e 1 i f O'Ve.X 1 Pcr/uu n�„¢ /Vo, Urs Sys ft y i 4® y n� @ p,re� Tr 0' .TR •o 0;R@IDJR oAV 251 ALASKA ENVIRONMENTAL • CONTROL SERVICE'~%NC. 1200 West 33rd Avenue, suite B ANCHORAGE, ALASKA 99503 •(907)561.5040 JOB �� Pa.K Esf.LJ B 6 c 5_ SHEET N0. OF _ CALCULATED BY �'t / DATE CHECKED BY SCALE L DATE ALASKA ENVIRONMENTAL CONTROL SERVIC' INC. 1200 West 33rd Avenue, Suite B ANCHORAGE, ALASKA 99503 (907) 561.5040 roe SKy w,. y_ Pam k Erf-a-"�..s Q 6 L S SHEET NO. 2 OF -3 CALCULATED BY DATE 2 - CHECKED CHECKED BY DATE_ SCALE_ ALASKA ENVIRONMENTAL CONTROL SERVIC INC. 1200 West 33rd Avenue, Suite B ANCHORAGE, ALASKA 99503 (907) 561.5040 JOB Sri � I_J_n' SHEET NO pE CALCULATED BY��� DATE i �1L0 CHECKED BY_ DATE _ -.u11..L�C3I -I I.C..F�L_CJ�A G.e..�<.._[refietr...r.L.r_e� Or. _ 6 i.fb Sg i+t u' 1-i ploo _: /tl pn,�•r off{P iS - ... .. f—> !Hi1R N0.CI,lL f0 G/Cin U.['IT •h L' .... _ .. _. _ fill ye. ,Jed 6'/0.0 OF A4 Ar a° Ar 149TH y0 _ queue• ••,••e •:afe® _. �ee a ••n .,::. :on iie oo[] _.. _.. _}. • UROY 81 D, JR. •• _. Fi. 04",•S� CE - 2 51 e e y ,I GREA' 'R ANCHORAGE AREA BOR( 'GH � '$�"�I� Department Environmental Quality �'p Y 3330 C Street Anchorage, Alaska 99503 �p INSPECTION REPORT ON_ -SITE SEWAGE DISPOSAL SYSTEM JL! NAME Q,G ® RXL/ _MAILING ADDRESSa_L4i �A_ _ PHONE: A� LOCATION T L DESCRIPTION SEPTIC TANK; CONSTRUCTION --------..---DEPTH DISTANCE FROM: BUILDING NEAREST NEAREST SEPTIC � �- 'd, _ /J$� LINE SEWER LINE _, TANK__, DISTANCE FROM WELL — MAN UFACTUR lE RR_t ato MATERIAL NUMBER OF COMPARTMENTS J DISAPPROVED REMARKS INSIDE LENGTH fl _INSIDE WIDTH _LIQUID DEPTH LIQUID CAPACITY '000 TILE DRAIN FIELD: � / /L 3J� J TOTAL LENGTH DISTANCE FROM WELL P-0 fF FOUNDATION k rW NEAREST LOT LINE_ /d '/-__OF LINES _L NUMBER OF LINES DISTANCE BETWEEN LINES ./11._)TRENCH WIDTH -2- IN. TOTAL EFFECTIVE rGSA / /op ABSORPTION AREA `"' SQ. FF. LENGTH OF EACH LINE--T'_/-S� DEPTH OF FILTER / DEPTH: TOP OF TILE TO FINISH GRADE MATERIAL BENEATH TILE IN. ABOVE TILE 6 IN. WELL; TYPE _. DISTANCES: /A,j ��DIAGRAM OF SYSTEM INSTALLED BY: 1 z ' "VI� SEWER LINE DEPTH: PIPE MATERIAL: ----------- LOT SLOPE: REMARKS: _- -- DATE Form EQ -032 . 3'w V, / p, df'J Mau) APPROVED G.A.A.B. CONSTRUCTION --------..---DEPTH DISTANCE FROM: BUILDING NEAREST NEAREST SEPTIC SEEPAGE FOUNDATION—,LOT LINE SEWER LINE _, TANK__, SYSTEM-------------_ CESSPOOL --_OTHER SOURCES APPROVED _ DISAPPROVED REMARKS DISTANCES: /A,j ��DIAGRAM OF SYSTEM INSTALLED BY: 1 z ' "VI� SEWER LINE DEPTH: PIPE MATERIAL: ----------- LOT SLOPE: REMARKS: _- -- DATE Form EQ -032 . 3'w V, / p, df'J Mau) APPROVED G.A.A.B. �f�-e j d3a GREE 'R ANCHORAGE AREA BOF JGH DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT No. p OI 3330 "C" STREET ANCHORAGE, ALASKA 99503 a0�u II��M TELEPHONE 274-4561 I 1� `u,YY SEWAGE /DISPOSAL SYSTEM — APPLICATION AN�L1 PERMIT NAME OF APPLICANT �.3- ^ V�-J MAILING ED�DRESS',/KC`a�- PHO�Ny /E INSTALLATION LOCATION_ Z26,1710 evI3/�/A¢�/� �,� / LEGAL DESCRIPTION _ SLIP- 47^- INSTALLATIONSEEPAGE /a^ OF': SEPTIC TANK SEEPAGEP PIT -'-- , DRAIN FIEL/ � __�O'FHER TYPE AND SIZE OF FACILITY TO BE SERVED __•S,L�//• — 7 FINANCED THROUGH I /TO BE INSTALLED BY � �" E�Z_G'n SOIL TEST RESULTS �2-S Cam IJI _ `�`-1 NOTEI THIS PERMIT IS NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED -- FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL 13E SUBJECT TO PROSECUTION. To v Ger PE / SG ✓ ..tk�� SEPTIC TANK SIZE t� TYPE �t SE PA E AREA SIZE - TYPE MINIMUM DISTANCLTS, REQUIREMENTS FOUNDATION TO SEPTIC TANK J- ­ FOUNDATION TO SEEPAGE Ell' SEPTIC TANK TO SEEPAGE PIT WALL DRAIN FIELD SEPTIC TANK , SEEPAGE PIT _-, DRAIN FIELD TO NEAREST LOT LINE. //,,I WELL TO SEPTIC 'TANK., SEEPAGE PIT L1.e DRAIN FIELD /.,-/_t�, ALSO CONSIDER AREA \ WATER MAIN TO SEPTIC TANK -"9CF_PAGE PIT _— DRAIN FIELD _=�', SEPTIC TANK, __ . SEEPAGE PIT — _, DRAIN FIELD TO RIVER, LAKE, STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSS EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM l'O BOROUGH REGULATIONS /REGARDING INSTALLATION. V- .AAG.A.B. OR LICENSED DESIGNER DIAGRAM OF SYSTEM I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 2868 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. `7 / ?cam —� DATE APPLICANT'S SIGNATURE Rii FORM NO. EQ -016 GAA1"°' GRFATER ANCHORAGE AREA BOROUGH HEALTH DEPARTMENT 327 EAGLE ST. ANCHORAGE, ALASKA 99501 279-2511 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM ;;e .2 MAILING MAILING ��, r NAME_ � ✓� G�< ���>/%� ADDRESSL/ c_ e—f" �`�%'� PHONEe_; J LOCATION.ZUY ,JQ., Zere ­ �46/�LEGAL DESCRIPTIO Y- SEPTIC TANK: Xf-�frQOX-. r/,y ��%J�/��-r-'/���~� NUMBER OF DISTANCE FROM WELL/__MATERIAL_ G';!,A/ ,CC%�. �°3-e--4 /_COMPARTMENTS_L LIQUID CAPACITYI� lJ P 7'_GALLONS. INSIDE LENGTH—J"—INSIDE WIDTH _- /__DEPTH � f SEEPAGE SYSTEM: SEEPAGE PIT: NUMBER OF PITS /__OUTSIDE DIAMETER___— _OR WIDTH / e, / LENGTH_Z /, DEPTH ; ' -4"r, LINING MATE R IAL�'��f`-�� .. DISTANCE FROM WELL_��rC� BUILDING FOUNDATION lr�' / NEAREST LOT LINE_ TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA)-5� `�� SO. FT. TILE DRAIN FIELD: DISTANCE FROM 2mmili$ieTi ABSORPTION A ANCE BETWEEN LIN OI' EACH LINE. TOTAL LENGTH NEAREST LOT LINE __, OF LINES_ TREN%H WIDTH—IP7-iA-L4L_EFFECTIVE DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE WELL: DISTANCE FROM �����''� WATER TYPE � �1-{ DEPTH— _,BUILDING FOUNDATION, _ -SAMPLE NEAREST LOT LINE ©/ NEAREST SEPTIC/�3'� / SEEPAGE�'�� // G i OTHER �, SEWER LINE--'—, TANK 2(O ,SYSTEM �� � ,CESSPOOL SOURCES_ DISTANCES: DIAGRAM OF SYSTEM 4 Iv n 1-31 APPROVED__ i _sem NEnuH nurHounv GAA1344D-E- GREATER INGHORAGE AREA r )ROUGH HEALTH DEPARTMENT' 327 Eagle St. Anchorage, Alaska 99501 279.2511 SEWAGE DISPOSAL SYSTEM _ APPLICATION & PERMIT Casa No.7. '_/�' p'�i NAME OF APPLICANT / ��� C,iC�CyeC-`MAILING ADDRE$�DG(�//jG�HONE NO. - RESIDENCE ADDRESS_ - �li%C__ LOCATION OF INSTALLATION_/ c.44z]L Z> . LEGAL DESCRIPTIO APPLICATION TO INSTALL: SEPTIC_TANK__i,SEEPAGE PIT_' , DRAIN FIELD___, OTHER TO SERVE THE FOLLOWING FACILITY. .�Z /-.S�(.'� /��-"�l l FINANCED THROUGH_ `56L' /= , TO BE INSTALLED BY.___b. L- T-�- PER eEM TEST RESULTS %7S 8 ''?� �" ANTICIPATED DATE OF COMPLETION, ��� - X '; THIS IS TO SERVE AS BELOW TO BE FILLED OUT BY HEALTH DEPARTMENT ' , PERMIT TO INSTALL A ' —_AS DESCRIBED BELOW. SIZE QF UNIT TO BE SERVED _.,e SEPTIC TANK SIZE_L" G__TYP SEEPAGE AREA DIAGRAM OF Sl DISTANCES:1411 %/Ydlll/L(l WEI t HEALTH AUTHORITY OR L_I_�_]__j_oV i LICENSED DESIGNER I certify that I am familiar with the requirements of Greater Anchorage Area Borough Ordinance No. 28-68 and that the above described system is in accordance with said code. DATE APPLICANTS SIGNATURE,.L-�->`-- C GREATER ANCHORAGE AREA BOROUGH HEALTH D£PAF:TMENT CASE •g. 733 317 EAGLE STREET ANCHORAGE, ALASKA 99501 Performed For G.L. Kinne Date Performed 6/11170 Legal Description: Lot 5� block 6 Subdivision,5 •This Form Reports a: Soils Lop, nn ercolation 'lest Depth Location Sketch 1 .Feet Soil Characteristics 2 Sandy fine to coarse gravel (GW) 4 6 8 10 12 lA Fine to coarse sand w/fine gravel (SW) �p< Was Cround Water Encountered? NO �0 E If Yee, At j'hat Depth 0 Reading; Pa'_ i Groes Time Net Time Depth To H2O Net Drop L i F-•ovsed 1rjLtal,:�:j n: Seepage Pit Drain Field D, prb Of Inl,!:._ Depth To Bottom Of Pit Or Trench COf•SMEttTi:� grD kyr a mec .essaryIg 125 feettpCr bedroom or 250 sguarg fgeett for this,oom dwelltnr Test Performed By: R. E. Carlisle Data Certified By: Date: e. TIME DISTRIBUTION HOURS DRILLER CHURN DRILL FISHING I Qui TRUCK REPAIRS DRILLING STANDBY HELPER PULL CASING WELDING MOVING PUMPING RIG HOURS a. CASING LOG to. SOILS LOG MEMBER CLEMENSON DRILLING I TOTAL LENGTH MEMBER NWWA I TYPE SAMPLE GWRI Star Route A Box 1551 FROM TO Anchorage, Alaska 344.1422 SUBSURFACE EXPLORATION Shift Report of Operations 1. OWNER-Ciiv1+-Q-r/ PROJECT'-�" 2. TYPE OF EXPLORATION /� �e��'!'f� SCO �c�a �� 3. CONTRACTOR ` EQUIPMENT NAMElt�..[7u�I� ✓�lO� 4. CONTRACT NO. HOLE NO. 3. SURFACE ELEVATION WEATHER DEPTH -BEGIN SHIFT DEPTH -END SHIFT DEPTH DRILLED 6. PERMAFROST ENCOUNTERED: FROM TO 7. WATER LEVEL �1_a DATE 8 SHIFT 1,2 1d y e. TIME DISTRIBUTION HOURS DRILLER CHURN DRILL FISHING I Qui TRUCK REPAIRS DRILLING STANDBY HELPER PULL CASING WELDING MOVING PUMPING RIG HOURS a. CASING LOG to. SOILS LOG NO. I LENGTH I TOTAL LENGTH SAMPLEI NO. DEPTHS I TYPE SAMPLE MATERIALS AND REMARKS FROM TO r " �z .✓ i DRILLER INSPECTOR I MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION DIVISION OF ENVIRONMENTAL HEALTH CERTIFICA1 E OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY I L. 264.4720 Application Date 1. GENERAL INFORMATION (a) Legal Description (include lot, block, subdivision, section, township, C Location (address or directions) n �✓��y ////i����l!,G�r/�, (b) Applicant Name /4171 �/T/C Telephone: Home nn.� y� %%S� Business Z 2 23 Applicant Address __ � ��O_yoy 9z /]/V' ,TWCxe� X K %yam, l (c) Applicant is (check one): Lending Institution ❑ ; Owner/builder�'Buyer ❑ ; Other ❑ (explain); - (d) Lending Institution Address (e) Real Estate Company and Agent Address _ Telephone (f) Mail the HAA to the owing address: 2. TYPE OF RESIDENCE Single -Family Multi -Family El Other Number of Bedrooms 7 3. WATER SUPPLY Telephone Individual Well ❑ Community ❑ Public Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. SEWAGE DISPOSAL Onsite K Public ❑ Community CI Holding Tank ❑ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. Page 1 of 2 ]2-025(11,84) 5. ENGINEERING FIRM PROVIDIN r INSPECTIONS, TESTS, FILE SEARCH, DA.A AND INFORMATION As certified by my seal affixed hereto and as of the validation date shown below, I verity that my investigation of this Health Authority Approval shows that the on-site water supply and/or wastewater disposal system is 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 in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm _ 14 cc, s z1v Telephone Cz� / —5-61 61 Address or hl Date r 2—Z 9 / LER •C. REIU, JR. CC L/ ••.el E - 2251 ;i o4407�,6ye ........ <; .� /'ro;emir-.' .� 6. DHEP APPROVAL //��� /jam Approved for /–��Ci�� bedrooms by �� //– Date Approved X Disapproved Terms of Conditional Approval Conditional CAUTION The Muncipalily of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and .state requirements. Employees of DHEP do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Page 2 of 2 72-025 (11/84) MUNICIPALITY Or ALALITY OF ANCHORAGE (MOA) DEPT. CF HEALHEALTH AUTHORITY APPROVAL (HAA) ENVIRONMENTAL PaOTEC1 CKLIST - FEBRUARY 1984 264-4720 BEC `j 19 6 Legal Description: % S / /i¢r 4MC A. WELL DATA Well Classification _FV/65 — If A, B, C, D.E.C. Approved (Y/N) Well Log Present (Y/N) Date Completed — — Yield Total Depth Cased to Static Water Level Casing Height Above Ground — Electrical Wiring in Conduit (Y/N) Separation Distances from Well: Depth of Grouting Pump Set At -- anitary Seal on Casing Depression Around W-eW (Y/N) To Septic/Holding Tank on Lot// I/ n Adjoining Lots — To Nearest Edge of Absorption Field on Lot ; On Adjoining Lots To Nearest Public Sewer Line To Nearest Public Sewer Cleanout/Manhole -— To Nearest Sewer Service Line on Lot Water Sample Collected by Water Sample Test Comments Date B. SEPTIC/HOLDING TANK DATA 1-176' Date Date Installed f2/���Q Size �Q No. of Compartments 1 FT Standpipes(DN) --Air-tight Caps(YON) — Foundation Cleanout (Y N) _. Depression over Tank (6 _ Date Last Pumped 0 Pumping/Maintenance Contract on File (Y/N) U// / 1q ; for : Holding Tank High -Water Alarm (Y/N) _��_ Temporary Holding Tank Permit (Y/N) — Separation Distances from Septic/Holding Tank: To Water -Supply Well 2 0 r To Building Foundation r � To Property Line To Disposal Field 62 —. r� To Water Main/Service Line To Stream, Pond, Lake, or Major Drainage Course Comments Page 1 of 2 72-026(11/84) zs 66 C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata `7 cpi Type of System Design 40 Date Installed �/ J�� / Length of Field C) Width of Field 3 Depth of Field 640eZ*5- Gravel Bed Thickness (Q.. -C;/ S/9NQ Square Feet of Absorption Area 910 v Standpipes Present 67N) Depression over Field (Y9 Date of Last Adequacy Test A/A Results of Last Adequacy Test Separation Distance from Absorption Field: To Water -Supply Well dC`� r To Property Line 30 / To Building Foundation Lot i To Water Main/Service Line Z t To Stream/Pond/Lake/or Major Drainage Course _ To Driveway, Parking Area, or Vehicle Storage Area Comments D. LIFT STATION To Existing or Abandoned System on ; On Adjoining Lots To Cutbank (if present) 6L�4_1& Date Installed 1113 / c� Dimensions 14-10,61 014-21 Size in Gallons 017 Manhole/Access WN) "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes (!9N) Comments "Pump Off" Level at Vent 61 /N) k� Pumping Cycles during Adequacy Test. Meets MOA ** Check Permitted Bedroom Rating Against HAA Request ** I certify that I hiavec eked, ve ifled, r conformed to all MOA/and HAA guidelines in effect on the date of this inspection. Signed Date ��/ ✓��/�� Company MOA No. �'6 ©Z� 0F A4�tl �o oa l m�0/ �P�c•.°°..°.°.eels,`- Receipt No. ��• °° ®'fi.- 6 ��II p nom• T a( Date of Payment . Amount: $ Ste' , s • e Page 2 of 2 72-026 111/84) L/PT .57.4 -Tian/ Eel=27RiGFe. +--- IAW4-6771cr✓ 2OY (A Rfl[), JR. Ct-'1251 °c Jeroks,.AYA mu-icl P a6JA 9(/4u rf F10RAUE s,rnV) N MUNICIPALITY OF ANCHORAGE DEPT. Of rl & DE PAR TMENTOF HEALTH& ENVIRONMENTAL PROT ECTI0�INVIRONIJ,[NTAL i',Gi LOTION 025 L Street - Anchorage, Alaska 99501 - - - - - - 1480 [goo Boulevard MAR B 9) O ENVIRONMENTAL ENGINEERING DIVISION - Telephone 264-4720 RECEIVED [CCI `/ E D REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES DIRECTIONS: Complete all parts on page 1, Incomplete requests will not be processed. Please allow ten (10) days for processing, 1. PROPERTY OWNER C1 Three El Six PHONE - Robert S./Sandra Kay Lynes 421 INDIVIDUAL* 344-9150/h MAILING ADDRESS i'3ince June 1975. For wells drilled priortothat date, give well. - - Star Route A Box 192D 99502 271-4043/w PROPERTY RESIDEN'r (If different from above) BUYER — I® INDIVIDUAL/ON-SITE** Ep"2. —'-- MAILING ADDRESS 1 system is over two (2) year, old an adequacy test is required LENDING NG INSTITUTION ^� PHONE First National Bank of AnchorageQ��p - MAILINGADDRESS - - - - -- ----__ 4. R� TOR AGENT - NE - PHO Sidsel Bergmann, Real Estate Corner 274=4505 MAI LING ADDRESS - - - 555 West Northern Lights Boulevard 99503 5. LEGAL. DESCRIPTION -- Lot 5 Block 6 Skyway Park Estates Subdivision -STREET LOCATION - - - - - - 1480 [goo Boulevard 6. TYPE OF RESIDENCE NUMBER OF BEDROOMSS 93 SINGLE FAMILY El one Four ❑ .Other ❑ Two ❑ Five ❑ MULTIPLE FAMILY C1 Three El Six 7. WATEI4 SUPPLY ------ --------s 421 INDIVIDUAL* * ATTACH WELL LOG. A well log is required for all wells drilled El COMMUNITY i'3ince June 1975. For wells drilled priortothat date, give well. - - PUBLIC UTILITY_ depth (attach log if available.) B. SEWAGE DISPOSAL SYSTEM **If individual/on-site, installation date ori Upg. 19 I® INDIVIDUAL/ON-SITE** give _1970. 1 system is over two (2) year, old an adequacy test is required ❑ PUBLIC UTILITY by this Department. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN 13E INITIATED. 72-010(3/78)(9g) 75 THIS SIDE FOR OFFICIAL USE ONLY INSPECTION APPOINTMENTS DATE RECEIVED TIME TIME TIME DATE DATE DATE INSPECTOR INSPECTOR INSPECTOR DIRECTIONS: 1. TYPE OF RESIDENCE __171 SINGLE FAMILY ❑ MULTIPLE FAMILY NUMBER OF BEDROOMS ❑ ONE ❑ THREE ❑ FIVE ❑ OTHER ❑ TWO —Etl FOUR ❑ SIX 2. WATER SUPPLY INDIVIDUAL ❑ COMMUNITY ❑ PUBLIC UTILITY Connection Verified PERMIT NUMBER DEPTH OF WELL DATE DRILLED LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM INDIVIDUAL/ON-SITE ❑PUBLIC UTILITY Connection Verified PERMIT NUMBER DATEINSTALLED '� 9-/`3 - 76. - INSTALLER n Septic Tank or ❑ Holding Tank Size-A- /eOeO/) If Tank is homemade give dimensions: SOILS RATING /6 � TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AR EA MATERIAL 4. DISTANCES WELL T0: Septic/Holding Tank ption AbsorArea Sewer Line Nearest Lot Line Absorption Area to nearest Lot Line 5. COMMENTS Z-�APPROVEDFOR BEDROOMS ❑ CONDITIONAL APPROVAL (letter must accompany certificate) ❑ DISAPPROVED DATE BY (Title) LEGAL DESCRIPTION 72-010 (Rev. 3/78) 41% GREATER ANCHORAGE ARLl, BOROUGH Department of Environmental Quality n�,.•� 3330 "C" St., Anchorage, Alaska 99503 - 274-4561 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES I. Type of Inspection: CMRO VA FHA CONV 2. Property Owner: Robert S. & Sandra Kay Lynes Anchorage 99502 home 344-9150 Mailing Address: SRA Box 192D, ^g DM Phone wank 27j_n043__ 3. Nama ^f Buyer: not known yet --listed for sale Mailing Address: Day Phone 4. Name of Lending Institution: existing note is escrow with 1st National Mailing Address: Phone 5. Name of Real for or Agent: Sidsel Bergmann Real Estate Corner Mailing Address: 555 W Northern Lights Blvd. Phone, 274-4505 Anchorage, Alaska 99503 6. Legal Description: Lot 5, Block 6, Skyway Park Estates Location: 1480 Woo Blvd. ; 2 miles west on Klatt Rd, turn south on Toy Drive, turn west —on oo B"IVdo fI"fit-hoGse of-i%fi han�t s9�e"��-- — 7. Type of Facility to be inspected: 4 No. Bdrms. 8. Water Supply G!/EiLL Z06- Type 0 -.Type of Supply: Public Utility Individual x If Individual, number of dwellings presently served one If Individual, depth of well 60' (see attached well log) 9. Sewage Disposal System Type -of System: Public Utility Individual (on-site) �1 If Individual, date of installation __an fila with %S/ _ ALASKA DEVELOPMENT CONSULTANTS ENGINEERS SURVEYORS PLANNERS 5905 OLD SEWARD HIGHWAY ANCHORAGE-, ALASKA 99502 OFFICE: (907) 344-0313 March 14, 1979 ADC No. 79017 Mr. Robert Lynes 1480 Woo Blvd. Anchorage, Alaska 99507 Re: Adequacy Test for Existing Septic System on Lot 5, Block 6, Skyway Park Estates. Dear Mr. Lynes: At your request our office conducted a percolation adequacy test on your existing septic system at the above -referenced location during the period March 12-14, 1979. The Municipality's Department of Health and Environmental Protection reports that your septic system consists of two 1000 -gallon septic tanks, a seepage pit and two seepage trenches. The septic tanks had not been pumped test. Since the 4 -bedroom house has time of -the test, a normal degree of disposal field is assumed. prior to the percolation been occupied up to the saturation within the In accordance with the Anchorage Municipal Code, Chapter 15.65, Waste Water Disposal Regulations, any on-site sewage disposal system "shall have adequate capacity to properly dispose of the maximum daily sewage flow." The maximum daily flow is computed at 75 gallons per capita -day (gcpd). Since "the population of dwellings shall be estimated at two persons per sleeping room," the maximum daily sewage flow for your 4 -bedroom house is 600 gallons per day (gpd). To test the soil absorption capacity as well as the surge capability of your system, 110 percent of the maximum daily flow or 660 gallons of clear water was added in 50 -gallon increments to the second septic tank. The water was obtained from your on-site private well at its maximum sustained rate of about 4 gallons per minute (gpm). The liquid levels were monitored closely in the septic tanks to detect any backup in the septic system. The liquid level in the seepage pit was not observed because we were not able to remove the planter - barrel from over the standpipe. Mr.. Lynes March 14, 1979 Page -2- The attached Table of Test Data represents the depths of liquid in the septic tanks, and the quantities of water added. The first septic tank was determined to be 10.0 feet deep (bottom of tank to ground surface) with an initial depth of 4.6 feet in the tank. The second septic tank was measured to be more than 8 feet deep. Ground slope at the septic tank standpipes is approximately level. The Table of '.Pest Data indicates that the liquid level in the second septic tank, i.e., the tank farthest from the house, at the beginning of testing on Day 2 fell to 0.1 feet below its initial static level on Day 1, during a recovery period of 25 hours. On Day 3, the level had returned to its static level on Day 2, during a recovery period of 19 hours. The liquid level in the first septic tank showed little or no change during the test. Based on two days of testing, a percolation rate for your existing septic system of approximately 600 gpd is indicated. Since an on-site sewage disposal system for a 4 -bedroom house must be capable of disposing of 600 gallons of sewage per day, your septic system appears to be functioning satisfactorily at this time. Many factors affect the operation of a soil absorption type of sewage disposal system. Soil type, groundwater depth, age and history of maintenance of the system, and types of waste are a few. This test has been performed in an attempt to model actual soil absorption capabilities of your septic system under normal useage by considering the degree of saturation of the leach field and surge loads that might be imposed on the system. This test can only evaluate apparent performance at a given point in time, and cannot determine either the condition of the leach field, seepage pit or other components of the septic system, or the depth of the water table. We appreciate the opportunity given to perform this adequacy test. If you have any questions regarding this test, please contact this office. Very truly yours, 14 ALASKA DEVELOPMENT CONSULTANTS Stephen D. Shrader, P.E. 4WV'f6V" Project Manager. tea�r No.4148-C Adequacy Test for Existing Septic System Owner: Robert and Sandra Lynes --- Project No -79017 Address: 1480 Woo Blvd., Anchorage, Alaska Legal Description: Lot 5, Block 6, S, kyway Park Estates --- Components of Septic. System: _2 1000• -gal septic tanks_seepa Le it, 2 seepage -- - trenches. Number of Bedrooms: 4 Occupied prior to test: Yes XX_ No How long vacant: na Last pumped: November. 1978 Test performed by: J. Ayres Water meter/S.N. 22812186 Initial Static Levels: Septic, Tank 4.6' j SlePti beepage k 22.5' TEST DATA Time -Liquid Depth, ft Water Added, gal Meter Reading, gal Remarks SeptFc Tank�eeoage Pit 9:45 4.8' * 2.5' 4610 Initial Rea 3/12/79 9:57 4.6' 2.6' 40 4650 10:02 4.6' 2.7' 50 4700 10:15 4.6' 2.8' 50 4750 10:24 4.5' 2.9' 50 4800 10:38 4.5' 3.0' 50 4850 10:46 4.5' 3.0' 50 4900 10:55 4.5' 2.8' 4900 Resume test 11:05 4.5' 3.0' 50 4950 11:20 4.5' 3.1' 65 5015 11:30 4.5' 3.1' 35 5050 11:40 4.5' 3.2' 50 5100 11:52 4.5' - 3.3' 50 5150 12:02 4.5' 3.2' 50 5200 12:19 4.5' 3.3' 70 5270 End test. Uaner: Robert and Sandra Lynes Project No. 79017 Legal Description:_ Lot 5, Block 6, Skyway Park Estates TEST DATA (Cont'd) Time Depth, --f F Water Added, gal Meter Reading, gal Remarks Septic Tank Seepage Pit 1 :25 4.41_ 2`4_ 5270 '- Initial 3/13/79 1:41 4.4' 2.6' 80 5350 1:49 4.4' 2.7' 50 5400 2:00 4.4' 2.9' 60 5460 2:12 4.4' 2.9' 50 5510 2:27 4.4' 3.1' 90 5600 2:38 4.4' 3.1' 50 5650 2:50 4.4' 3.3' 70 5720 3:05 4.4' 3.5' 80 5800 3:16 4.4' 3.5' 50 5850 3:30 4.4' 3_5' 60 5910 End test. Well qoinq dry. 3/13/" 10:45 4.4' 2.4' _ _ 3/14/79