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Home My WebLink AboutEAGLE RIVER HEIGHTS BLK 2 LT 7Eclgl River ght Block 2 Lot 7 " '050-281-34 Municipality of Anchorage Development Services Depadment On-Site Water and Wastewat¢ Pm(jr'am 4700 South Bragaw P.O. Box 196650 Anchorage, AK 99519-6650 www.cLancho~age.ak.us (907) 343-7904 ON*SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SW02029~Z PID Number:. 050-281-34 Larryand Carol Rhymer WastewaterSystem: New P.O. Box 202617 Anch., AK 99520 345-9606 Three (3) LEGAL DESCRIPTION Eagle River Heights Well: Existing Private SEPARATION DISTANCES Septic Absorption Lift Holding ~ublm/Pdvale Tank Field StaU~n Tank Sewe~ Line ABSORPTION FIELD Shallow Bed 4.5 ~,. 15 90O Acreage Systems wd >100' >100' N/A N/A >25' ~=w,,,>100' >100' N/A N/A ~/~,. ~, >5' 4' N/A N/A ~-~ >5' >10' N/A N/A c,~,,o,,~ NoneNoted ~tained. Existing Bcd Was Removed in its Entirety. Contaminated Material Removed From Site and Properly -Disused. Page I of 3 60 ~,. ~,' ASTM D3034 PVC 8/25-26/02 TANK Existing Septic LIFT STATION Inspections pedormed by: Mike Anderson Dates: 1" 8/25/02 2~ 8/26/02 Department of Health..a[~d Human Se~..rvices approval Engineer's Stamp Existing Tank Uncovered, Inspected and BENCH MARK Verified Suitable for Continued Use. Lot Line Top of Garage Slab at Back Door of House. lO0.O ~. Municipality of Anchorage DEVELOPMENT SERVICES DEPARTMENT 4700 South Bragaw Street Anchorage, AK 99519-6650 - 343-7904 On-Site Wastewater Disposal System or Well Inspection Report Page 2 of 3 Permit Number SW020291 PID No. 050-281-34 BARONOFFAVENUE 131.95 C4 49.8 75.9 C5 53.5 78.3 M1 59.6 64.1 C6 49.7 75.9 C7 53.5 78.3 C8 58.0 81.5 K ~ell Existing well isting ~Septic Three' Bedroom% ]{ouse~ K Ill' I! I; I Z,x.i ~ ~t zng Sup T Existing Septic PLAN AS-BUILT SCALE 1" -- 30' Municipality of Anchorage DEVELOPMENT SERVICES DEPARTMENT 4700 South Bragaw Street Anchorage, AK 99519-6650 343-7904 Page 3 of 3 On-Site Wastewater Disposal System or Well Inspection Report Permit Number:. SW020291 Parcel ID#.050-281-34 ~ m ~99.3 T/ 993 99.4 / · / U '~4.8 60' PROFILE AS-BUILT Stole: 1" - 10' or Lengths AS Shown Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWERJVVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 050-281-34 Permit Number SW Properly owner(s) Larry and Carol Rhymer Mailing address (1) P.O. Box 202617 Anchoraqe, AK 99520 Mailing address (2) Zip Code Legal description (Lot, Block & Sub'd.) Lot 7, Block 2, Eaqle River Heiqhts Subdivision Legal description (Section, Township & Range) Lot Size 10,824 SF Acres/Sq. Ft. Number of Bedrooms Three (3) THIS APPLICATION JS FOR: Sewer Only Sewer and Well Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub Swimming Pool Therapy Pool Day phone 345-9606 I-'1 Well Only [] [] Water Storage [--I Jacuzzi [] Water Softening Unit [] I cedify that the above information is correct. I fudher cedify 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: Receipt Number: (R~. 1~) Waiver Fees: Date of Payment: Receipt Number: ;ANDERSON ENGINEERING : : :~''' = i T* .P:O. BOX240773! /:.':':~: .:.' : · ::; :i i ANCHORAGE,. AK 99524 ~: :i-:: ~:: :r:::~522'7773'::. ::522"6779(FAX) i':''~;":': August5,2002 Municipality of Anchorage Development Services Department On-Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: Lot 7, Block 2, Eagle River Heights Subdivision Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer: The existing absorption bed on Lot 7, Block 2, Eagle River Heights Subdivision has failed and must be replaced before a Certificate of Health Authority Approval can be issued for the property. We are therefore requesting a permit be issued for the construction of a new absorption bed to serve the existing three-bedroom home. The attached Site Plan and backup documentation identify the location and configuration of the new septic system and the parameters used in the design. Also identified on the plans are the test hole location and the locations of the existing systems and wells on this and adjacent lots. Drainage arrows are also shown and current drainage patterns will be maintained after construction. The lot is small in surface area and the protective radii for wells in the area cover much of the lot. We are therefore proposing to reconstruct the absorption bed in the same location as the existing bed. All contaminated matedal will be excavated and removed from the site. Coarse sand will then replace all contaminated material to a depth 5' below the surface where the bed will be rebuilt. The existing septic tank will be uncovered and inspected for continued use. It was originally placed in 1995 so we expect the tank to be in good condition. The test hole placed near the location of the absorption bed indicated poorly graded sand with varying amounts of gravel and silt and a percolation rate of 10 minutes per inch. Groundwater was found at 9' below the surface and monitored at that level during the latter part of May. The new bed will be 15' wide by 60' long with the distribution piping placed at 4.5' below the ground surface. The ground surface on the lot slopes as shown on the attached Site Plan with very little to no grade in the area of the new absorption bed. All components of the new bed will be constructed a minimum of 100' from the well on this and adjacent lots. The system will also be constructed a minimum of 100' from any surface water in the area. -L~t 2, Block 7, Eagle River Heights August 5, 2002 Page Two If the system is constructed in accordance with our design the following statements apply: 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. The system, if constructed as designed, will have no adverse impact on existing septic systems in the area or those to be constructed in the future. The system, if constructed as designed, will have no adverse impact on reserve space, either surface or subsurface, on any lots located in the area. The system, if constructed as designed, will have no adverse impact on drainage patterns in the area. The current drainage pattern will be maintained. Sincerely, Michael E. Anderson, P.E. Attachments BARONOFFAVENUE [~ xisting ~ _.Septic m ~ ' ~ '~ '~ ~ -.~.. '/ ~~ I I~orptior ~ . /~d~oom - - x ~1 ~ ' ~ , ~ ~/~ome . ~ ~ ' I I / Existing ~ ~ ~ ~ ~ .~c lank . . Existing ~ . . ~ell ~ ~is t~ng ~ Sept ic SCOPE OF WORK: ~ ~emove ~xistin~ Abso~tion Bed in its Entirety and ~~. Dispose Contaminated Mate~al Offs~te. 3. Replace Contaminated Material with Coarse Sand ~o 5' Below Existing Ground. 4. ~o~st~t Ne~ 15' Wide X 60' Long Absorption Bed .. oame Locauon as Old Be · ' o. ~egrade AIl Distu~ed Areas 6. Revegetate Area As Require~.. ' . SCALE 1" LOT 7, BLOCK 2, EAGLE RIVER HEIGHTS SUBDIVISION ABSORPTION BED DESIGN FACTORS: SYSTEM REQUIREMENTS: 3 Bedroom Home Perc. Rate: 10 Min./Inch Application Rate: .5 GPD/SF Shallow Bed Disposal System Verify Existing Septic Tank 1' Total Drain Field Rock 3 Bedrooms X 150 SF/Bedroom 1.5 GPDISF (Application Factor) = 900 Square Feet 900 SFI15 LF (Width of Bed) = 6{) LF Length of Bed Therefore: Remove Existing Absorption Bed in its Entirety to Virgin Ground Below. Place Coarse Sand to Bring Bottom of Bed to 5' Below Existing Ground. Construct an Absorption Bed 60' in Length and 15' Wide for a Total of 900 Square Feet of Absorption Area Atop the Coarse Sand. Bottom of Distribution Piping to be Placed at 4.5' Below Original Ground Level. Mound Over Bed to Provide 3' Minimum Cover or Provide 2' Direct Bury Insulation and 2' Minimum Cover to Prevent Frost Penetration. As Necessary NOTE: Natural Backfill Original Ground. ~ll~<~lll \~%ll~ 4" Perforated Geotextile Fabric PVC Schedule 40 %(~)6Q ~~ (~ ~ ~) ~.' Prainfield " ~(No. ~d 1%(No. 200 ~ 2.s,I 5' I 5' ! SHALLOW BED DETAIL (NO SCALE) Grade Area to Drain Away. Maintain 6' Separation From Bedrock. Provide 3' of Cover or 2" Insulation and 2' Cover. Maintain 4' Separation From Groundwater. Maintatn 100' Separation From Private Well and Surface Water. ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 522-6779 (FAX) MEMORANDUM DATE: August 8, 2002 TO: FROM: Joe Mike Anderson, P.E.'r~'t/-~ SUBJECT: Lot 7, Block 2, Eagle River Heights Subdivision Septic System Upgrade Construction Permit Attached is a copy of th~ test hole log and pemolation test completed by S&S Engineering in 1995 during the original reconstruction of the septic system on the subject lot. A review of the as-built information submitted for the system completed at that time indicates the groundwater level was measured at 89.8' (relative elevation) on May 18, 1995. The bottom of the bed was constructed at 94.0' for a separation distance of 4.2'. The distribution piping drops .4' from the septic tank to the bed. We will make every effort to increase the separation distance between the bottom of the bed and the groundwater to at least 4.5' as part of the upcoming septic system upgrade. Please let me know if you have further questions. Permit No.Sw950104 Page 2 ef 2 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P,O. Box 196650 · Anchorago. Alaska 99519-6650 · Telephone: 343-4744 On-Slte Wastewater Disposal System and/or Well Inspection Report LOT 7. BLOCK 2, EAGLE RIVER HEIGHTS $/DpiDNo.:' 05028154 Legal Descnption:' looo c~ TANK 89.8' I~XTE~ FO~rP 5£18-9l$ I FCO 23' 17' ST1"58--40' ST2 6~4' 46' CO1 6~* 48' C02 67' 49' CO3 6~' 54' CO4 4'6' 69' MTI "59' -45' MT2 55' 76' ABSORBTION Munk:ll~lily el Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 'L' Street, Anch,~rage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST WAS GROUNDWATER ENCOUNTERED? IF yES, AT ~HAT Ibd,r~? · IS- Time T',me Water D,'o~ 19- 20- COMMENTS PERCOLATION RATE ~,I~::::) (mmute,umch) PERC hOLE DIAMETER ~ (R~. ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION AND MATERIAL SPECIFICATIONS SUBJECT: LOT 7, BLOCK 2, EAGLE RIVER HEIGHTS SUBDIVISION GENERAL: The scope of this project includes the exposing and inspection of the existing septic tank on the lot. If the tanks are found unsuitable for continued use a new tank with a capacity of 1,000 gallons must be Work also includes the complete removal of the existing absorption bed on the lot to the underlying clean poorly graded sand level. Contaminated materials must be disposed in accordance with ADEC regulations. A new absorption bed 60' long X 15' wide must then be constructed at the location also shown on the Site Plan and at the configuration shown. The distribution line in the bed will be placed at 4.5' below the existing ground surface. Total depth of the bed will be 5'. Coarse sand must be placed atop the well-graded sand layer to raise the bed to the required elevation for the new bed and replaced any contaminated matedal removed from the existing bed. 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. The Contractor shall be responsible for obtaining all underground utility locates and for lhe layout of the septic system and verification of the location of all lot lines. Unless specifically agreed otherwise, the contractor shall be responsible for final grading areas subsequently depressed from soil settling. Property owner shall be responsible for revegetation of affected areas unless specifically agreed otherwise. 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 pdor approval from D.H.H.S. before beginning system installation. SEPTIC TANK INSTALLATION A new 1,000-gallon septic tank must be procuredfrom an approved source and installed at the location shown if the existing septic tank is found to be defective. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. 3. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. 4. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. Lot 2, Block 7, Eagle River Hts. August 5, 2002 Page 2 of 2 5. Tanks installed without 4' of cover shall have a minimum of 2" of direct burial insulation. o A foundation cleanout shall be installed one to four feet from the building foundation. Two cleanouts are required between the tank and the drainfield. 7. Final grading over the tank shall be such that a positive slope exists away from the septic tank. DRAINFIELD CONSTRUCTION: 1. The drainfield shall be constructed to the dimensions shown on the design. The bottom of the bed shall be within 2" of level. 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 fabdc must be placed between the drainfield reck 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. Contractor shall vedfy the septic tank and drainfield are a minimum 100' away from any private water wells in the area, 150' from a Class "C" Well or 200' from any community well. Direct bury insulation must be placed over the distribution system if less than 3' of backfill depth is available. Finish grade over the trench mu,~t bc moundcd to provcnt settlement or depressions. 7. Grade area surrounding the absorption trench to drain away. A minimum 2' of accepting soil is required below the drainfield reck for a 5' wide trench. Contractor shall verify this condition prior to placement of the rock. All pockets of unacceptable materials must be removed and replaced. 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 equal). Lot 2, Block 7, Eagle River Hts. August 5, 2002 Page 3 of 3 4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Femco, or equal). 5. A permeable geotextile fabdc (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. COARSE SAND: 1. Coarse Sand must be graded as follows: 50% Passing No. 4 Sieve 3% Passing No. 100 Sieve 1% Passing No. 200 Sieve INSPECTIONS: Municipal Ordinance requires a minimum of two inspections. 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. The second inspection must be conducted after the placement of the geotextile fabdc, gravel, distribution piping, standpipes, cleanouts and insulation. No backfill should be in place at the time of inspection. Contractor shall provide a copy of all field survey layout and construction notes for use in preparing the certified as-built of the completed system. : 'ANDERSON ENGINEERING .':!"! !~'i'P.°~'B°X-240773 "':' ' .. / ANCHORAGE,AK99524:' :1522-7773. ;:'" :522-6779(FAX) August5,2002 Municipality of Anchorage Development Services Department On-Site Water and Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 Subject: Lot 7, Block 2, Eagle River Heights Subdivision Separation Distance Waiver Absorption Trench to Lot Line Dear On Site Services Engineer:. We hereby apply for a lot line waiver to allow the absorption bed on Lot 2, Block 7, Eagle River Heights Subdivision to be constructed within 4' of the existing lot lines. We intend to construct the new bed in the same location as the old bed. A lot line waiver was issued on June 7, 1995, for the old bed. We are requesting the waiver be extended to cover the placement of the new bed. Conditions have not changed since the bed was constructed in 1995. Very little surface area is available on the lot for the septic system due to the 100' protective radii of the well on this lot and the adjacent lot. Soils encountered on the lot are clean sand wil. h some silt and gravel. This material is good for the treatment of septic effluent. No conflicts were noted between this absorption bed and septic systems on adjacent lots. We therefore recommend the lot line waiver be issued allowing the bed to be constructed within 4' of both the north and east lot lines. Sincerely, MichaelE. Andemon, P.E. Municipality of Anchorage Development Services Department I~uilding Safety Division On-Sitc Watex and Wastewater Program 4700 Bfagaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorag¢.ak.us (9O7) 343-7904 Waiver Review Workaheet WRO: WR020060 PIDO: 111}11-281-34 HAft: Date Received: 8/6/02 Legal Description: Eaale River Heluhts Block 2 Lot 7 Engineer:. Michael E. Anderson. P,E. ~nderson Enolneertna Applicant: Larry & Carol Rhymer Waiver Requested: 4 feet from ebsorotlon bed to lot tine Criteria: Geology ^. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation PermitS: Points: Total: List Conditions or Reasons for above: Rec~: 23767 Amount: ~t60.00 Date Paid: 8/012002 Municipality of Anchorage Page J 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: .~l.~cJ~O lO H PID Number: Name: U,c ~,,~.'rz,,.,~. Wastewater System: '~ New ~Upgrade ~ ~. ~ ~. ~ ABSORPTION FIELD Phone: ~-II~ IN°'ofB~r~ms:~ ~ Deep Trench O Shallow Trench ~ed ~Mound ~Other LEGAL DESCRIPTION so. Rating: Total Depth from original grade: O. ~ GPDISq Ft ~ ~ Township: ~ ~ Range: I ~tio.: Fill add. ,~ve original grade: Gravel length: WELL:.,.T,..~ New ~ Upgrade G~aveiwi.th: , ~,~r I Ft SEPARATION DISTANCES ~ Septic a Holding a S.T.E.P. w,t,~ ~oo~ ~oo'+ -- -- ~ LIFT STATION Remarks: ~ ~T4~c~ ~AIV~ ~P fl' BENCH MARK L~tion and O~cription: j Assum~Elevation: IO0.o E~ SEAL Inspections pedormed ~'-~r, - ~ .ales.]st ~~~~~--~c Department of Heal~ Human Se~ices approval ~,~ ~. -.CE'"~0' /~' ~'. Permit No.SW950104 Page 2 of 2 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 DescriptionL:OT 7, BLOCK 2, EAGLE RIVER HEIGHTS S/DpiD No.: 05028154 CO! C02 99 0' ~- FINAL iCRADE"~ [ , SEPTIC I -="' [ I k ~ . ~ 89.8' WATER {FOUND 5-18-~5 YV LOT 6 ~ B FCO 25' 17' ~T1 ST2 6~' 46' CO1 66' 48' C02 6? 49' CO5 63' 54' CO4 43' 69' 'MT1"59'"~5' MT2 55' 76' ,BSORBTION LOT 7 BED LOT 7 ~ '! 1 LOI 8 1000 GAL. SEPTIC TANK C. Ct)WAN .CE-8801 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 PAGE I OF ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT NUMBER:SW950104 DESIGN ENGINEER:S & S ENGINEERING OWNER NAME:GETZINGER VICTOR J & OWNER ADDRESS:10319 WILDWOOD ST EAGLE RIVER, ALASKA 99577 (UPGRADE) PERMIT DATE ISSUED: 6/06/95 EXPIRATION DATE: 6/06/96 PARCEL ID:05028134 LEGAL DESCRIPTION: EAGLE RIVER HEIGHTS BLK 2 LT 7 LOT SIZE: 10824 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD SYSTEM 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 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. 1 SPECIAL PROVIS IONS~ ' Mmncipality of Ancho.ragc Department of Health and Human Services Rick Mystrorn, 825 "L" Slreet M,'~yor P.O. Box 196650 Anchorage, Alaska 99519-6650 June 7, 1995 Robert C. Cowan, P.E. S & S Engineering 17034 Eagle River Loop Road Suite 204 Eagle River, Alaska 99577 Subject: Dear Mr. Waiver Request for Lot 7 Block 2 Eagle River }leights S/D Waiver Request #WR950021, PID ~050-281-34, SW950104 Cowan: Your request for a waiver of the required 10 foot separation between a septic system and a lot line has been approved. The waived distance is 4 feet from the north and east property lines. This approval applies to the existing septic system lot line separation only. Any future upgrade to the septic system will require all separations be met or another approval from this department. Sincerely, Daniel J. Roth Civil Engineer On-site Services ljw #7 MUNICIPALITY OF ANCHORAG~ Department of Health and Human Services On-site Services Section WR# WR950021 Date Received: Waiver Review Worksheet PID# 050-281-34 HA# Permit # May 30~ 1995 Legal Description: Engineer: Applicant: Lot 7 Block 2 Eaqle River Heiqhts Subdivision Robert C. Cowan~ P.Er. S & S Enqineerinq 17034 Eagle River Loop Road, Suite 204, Eaqle River 99577 Vic Gretzinger Waiver Requested: property line. Lot line waiver of 4 feet from north and east Criteria: 1. Geology: Points: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation TOTAL: 2. Special Conditions: 3. Other: Waiver is Granted: /~ List Conditions or Reasons Waiver is NOT Granted: for above: SF~ E~61m~£~ ~'rr'~¢~Fm Rec #: #00931/3626 By: Amount: $115.00 Name of Reviewer Date Paid: May 30r 1995 ROBERTC. COW. AN, RE. ROBERTA. SHAFER. PF, CML ENGINEERS (907) 694-2979 RECEIV ' ° P.O. Box 196650 Ancho*cage, AK 995~9 1995 dUN 6 1995 Munic;pality ol Anchorage Dept. Health & Human Services REFERENCE: Lot 7; B.~ock 2; Ea9Le I~.ue.,c H~g~ S~bdZv~Zon £e4ut~s~ Vo,, ,i.~u.~ ,, pc,u~t. :to upg~zcle ~ 4ep. t. ic ~V~:~J~ ~e~uZr,j ,tAe ~ m~iu~ ~o~ ~ {eet ,to {ou~ {eet ,to auoid enc~o~cid~g o~ 100 ~. A :te~t ho~e ~ed on ~e ~ed ~e p~n. ~e n~ bed a 10' 4~p~on The ~e ~. Zo~ o~Zde ~e 100 ~. p~o~e~ue ~ ~. Robe2.~ C. Coma. n, P.E. RCC/g~. Enc,~,06 [u[e. 17034 NORTH EAGLE RIVER LOOP · SUITE 204 ~' EAGLE RIVER. ALASKA 99577 I ta.I CONTRACTOR IS REQUIRED TO OBTAIN UTILITY LOCATES PRIOR TO ANY EXCAVATION WORK. BLOCK N 2, EAGLE RIVER HEIGHTS I CKD- R.C.C. I DATE 5--25--95 ISHT. 1 OFl ~STRUCTURES, EASEMENTS, OR ENCROACHMENTS SHOWN ON THIS SITE PLAN ARE AS SHOWN ON AN AS-BUILT SURVEY DRAWN BY: WILLIAM D. FLEMING IT IS THE RESPONSIBILTIY OF' THE CO ITRACTOR TO VERIFY EASEMENTS, REQUIRED SEPARATION DISTANCES, AND PROPERTY LINES PRI ~R TO CONSTRUCTION. LOT 6 WELL T~ DESIGN CRITERIA: 3 BDRM = 450 GPD SOILS = 0.5 GPD/SQ.FT. 450/0.5 = 900 SQ.FT. REQ'D BED DESIGN: 5' DEEP 0.5' EFFECTIVE 15' WIDE 60' LONG LOT 7 0 ~ ~0 100' I 'S[D I000 GAL SEPTIC TANK LOT 8 CLIENT THE ENGINEER MAy VARy THE EXACT DIMENSIONS AIJD DESIGN PARAMETERS IN THE ~IELD, IF NECESSARY, TO MEET SITE CONDITIONS. Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST 4 5 6 7 8 9 ~o.~ SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? ~ep~h t~ Water ~er ~ ~ I Reading I o.,. Net Time tDePth to Net I Water Drop 17 18 19 2O COMMENTS PERCOLATION RATE [ ~ (m:nutes/mch) PERC HOLE DIAMETER TEST RUN BETWEEN ~"' FTAND ~"~'"' FT PERFORMED ~.7_~?~ ~,~!- IHum- I ~ D~,A N~ ~ /~ ~ a~ ~ CERTIFY THAT THIS TEST WAS PERFORMED IN BY: A 72~ (Rev. RO~DDE$1G~ SOn. TEST ROBERTC. COWAN, P.E. ROBERTA. SHAFER, PF ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 REFERENCE= Lot 7, Block 2, Eagle River Heights May 25, 1995 GENERAL= me The scope of this project includes the installation of an absorption bed to serve the three bedroom residence located on the referenced property. The existing septic tank is to be excavated to verify its integrity. If of poor integrity, the tank is to be abandoned and a new 1000 gallon septic tank installed. The existing leachfield is to be abandoned in place. Construction shall be in accordance with the approved site plan and design drawings, Municipal permit with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal Regulations. Se The contractor shall be responsible for obtaining any necessary underground utility locates. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. On all leachfield mound systems, the property owner shall be responsible for ensuring a satisfactory vegetation growth over the mounded area. Se Contractors installing wastewater disposal systems must be certified by the Municipal Health Department for system installations. Owners installing their own systems must also receive prior approval from the Municipal Health Department. :EPTIC TANK INST~T.T.~TION= e A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. 17034 NORTH EAGLE RIVER LOOP · SUITE 204 · EAGLE RIVER. ALASKA 99577 Page Two LOt 7, Block 2, May 25, 1995 Eagle River Heights All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. Septic tanks installed with less than 4 ft. of cover shall be insulated. A foundation cleanout shall be installed one to four feet from the building foundation. In the line between the tank and the leachfield there shall be two adjacent cleanouts (unless an effluent pumping system exists within the septic tank). These cleanouts shall be located on undisturbed soil not more than 10 ft. from the tank. The first cleanout, in line, shall be to clean toward the leachfield. The second cleanout shall be to clean toward the septic tank. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. LEACHFIELD BED INST~?3.%TION: Excavate the proposed Bed Area to the depth shown on the design. The bottom of the excavation shall be within 2 inches of level. If the bottom of the excavation becomes smeared, it must be raked or scratched (ruffed-up) before gravel or sand placement. If a sand layer is required, place sand over entire excavation to the required depth shown on the design. The top of the sand layer must be within 2 inches of level. Sewer rock shall be placed uniformly throughout the entire bed. Perforated distribution pipe must be installed level with perforations down. Gravel depth below the perforated pipe shall be a minimum of six (6) inches. Gravel depth above the perforated pipe shall be a minimum of two (2) inches. The total gravel depth throughout the entire bed shall be a minimum of twelve (12) inches. The perforated distribution pipes must be no more than six feet apart. The distance between the outermost perforated distribution pipes and the sidewall of the absorption bed must be no more than three feet. Page Three LOt 7, Block 2, May 25, 1995 Eagle River Beights Silt barrier material must be installed between the final gravel layer and the native soil backfill. Ensure the silt barrier covers the entire gravel surface before placing backfill. Monitor tubes shall be of four (4) inch diameter, installed at the locations shown on the design, and extend a minimum of 12 inches above final grade. The portion of the monitoring tube extending through the gravel depth shall be perforated six (6) inches below the bottom of the horizontal distribution lines. The monitoring tube should not extend below the bottom of the gravel surface. Backfill over the final gravel layer must not be less than twenty-four (24) inches. Insulation must be installed when the backfill depth is less than thirty-six (36) inches. The finished grade over the bed must be mounded to prevent the formation of a depression after settling. MINIMUM MATERIAL SPECIFICATIONS: Any septic tank proposed for installation must be constructed by a Municipally approved septic tank manufacturer. The following pipe materlals are approved for use in septic system installations in the Municipality of Anchorage: ~ Perforated Solid Cast Iron Yes Yes ASTM D3034 (PVC) Yes Yes ASTM F810 (HDPE) Yes No ASTM D2662 (ABS) Yes Yes Use of a type of pipe other than listed above must be approved by the inspecting engineer. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal). 0 Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Fernco, or equal). Page Four Lot 7, Block 2, May 25, 1995 Eagle River Heights Se J A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between the final leachfield gravel layer and the native soil backfill. All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing the ~200 sieve. When sand is being used as a filter material, its gradation specifications must conform to current M.O.A. or D.E.C. requirements. INSPECTIONS= Typically there will be a minimum of three (3) inspections required during the installation of the wastewater disposal system. These inspections will occur as follows: The first inspection must be conducted after the excavation of ditches, pits, trenches, or beds and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled before this inspection. The second inspection must be conducted after the placement of the silt barrier, gravel, distribution lines, standpipes, cleanouts, and insulation, but before the placement of any other backfill. The final inspection is to occur upon final grading of the property. Often there will be more than these 3 inspections required. Especially with the installation of multiple trenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a pre-construction meeting will take place on-site. The inspecting engineer will not coordinate, direct or control in any way the contractors activities. The owner shall contract with the contractor to perform the work outlined in these specifications and plans and in accordance with the attached M.O.A. permit. There will be no contractual arrangement existing between the contractor and S & S Engineering. Page Five Lot 7, Block 2, May 25, ~995 Eagle River ~eights S & S Engineering shall be the owner's representative and will inspect the work as stated above to document the contractors activities. Final acceptance of the contractors work rests with the owner and the M.O.A. S & S Engineering shall have no liability to the owner or to others for acts or omissions of the contractor or any other persons performing work on this project or the failure of the contractor to carry out the work in accordance with these construction documents. S & S Engineering's inspecting engineer will not be responsible for the construction means, methods, techniques, sequence, procedures or the safety precautions incident to this project. CONTRACTOR/INSTALLER ANCHORAGE AREA BOR '?GH Department of Environmental Quality 3500 Tudor Road .... Anchorage, Alaska 99507 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME/ Lamay=Hamllton,, MAILING ADDRESS DSt Offic6 Box 15'5'" Chugiak, Alaska LOCATION EAGLE RIVER HEIGHTS s/D LEGAL DESCRIPTION' T,nt.-7 PHONE SEPTIC TANK: DISTANCE FROM WELl. 77! INSIDE LENGTH MANUFACTURERStack, Steel~' INSIDE WIDTH MATERIAL <~179667//. COMPARTMENTS 2'~ LIQUID DEPTH - I I;bl[~ rAPACITY 1 ~, 000 ) GALLONS. SEEPAGE PIT: NUMBER OF PITS ' i DIAMETER LINING MATERIALCOnCrete ' CRIB SIZE: Rings - BUILDING FOUNDATION 28 ' , OR WIDTH 14 '. LENGTH14 t. DEPTH 3 each, D~AMETER 3 ~'DEPTH 3 ~/DISTANCE FROM: WELL 98~ / TOTAL EFFECTIVE NEAREST LOT LINE..,~.~ . ABSORPTION AREA (WALL AREA) SQ. FT. ADDITIONAL ABSORPTION. WELL: TYPE ' DRILLED ~/' CONSTRUCTION BUILDING NEAREST FOUNDATION LOT LINE ' CESSPOOL OTHER SOURCES APPROVED DISAPPROVED DEPTH DISTANCE FROM: NEAREST SEPTIC t ~ SEEPAGE SEWER LINE TANK 77. SYSTEM 9S ~' REMARKS INSTALLED BY: ~llamilton Excavatihg PIPE MATERIAL: LOT SLOPE: REMARKS:. Form PW-026 DIAGRAM OF SYSTEM ,,,"=~"~REATER ANCHORAGE AREA BORO?~-,'-~ ~partment of Environmental 3330 "C" Street Anchorage, Alaska 99503 SOILS LOG - PEROLATION TEST Performed for Legal Description: This form reports: Soils log Ipercolation test Depth Feet 1- 2- 3- 4- 5- 6- 7- 8- 9- 10 - 11 -' .12 - 13 - 14 - ./ Was ground water encountered? If yes, at what depth? Reading Da te Gross Time ~on rate .... minute.' Net Time Depth to Water Net Drop -Proposed instal lat--('6-n'-?-g~'c;page Pit Drain Field Depth of Inlet ..~. Depth to bottom' U-f--pit or trench COl II IEIIT S: Performed By:..~-__~-~'~--)"-~'ff~-~'~ ._Certified By: Eq-040 (6/74) Ddte: June 29, 1979 R&MNo. 951213 Dynamic Realty 501W. Northern Lights Anchorage, Alaska 99503 Attention: Clarence King Re: Adequacy Test on Existing Sanitary Sewer System; Lot 7, Block 2, Eagle River Heights Subdivision, Eagle River, Alaska Dear Hr. King: Per your request of June 22, 1979, we conducted a test of the sanitary sewer system on the above described property. During this test the liquid level in the septic tank was monitored as water was added to the system. The measurements are summarized in the following table: Time Liquid Level Below Top of Standpipe Total Gallons Added 3:10 4'6" 25 3:16 3'11" 25 3:20 3'0' 10 3:25 4'0" 0 3:30 4'4" 0 3:35 4'5" 0 3:40 4'5" O 3:50 4'6" 0 Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchoroge.ak.us (907) 343-7904 CERTIFICATE OF HEALTH ,AUTHORITY ,APPROVAL FOR ,A SINGLE FAMILY DWELLING Parcel I.D. 050-281-34 1. GENERAL INFORMATION Complete legal description Expiration Date: Lot 7, Block 2, Eaqle River Heiohts Subdivision Loc~tion (site address or directions) 10319Wildwood Street Current Property owner(s) Larry and Carol Rhymer Day phone 345-9606 Mailing address P.O. Box 202617 Anchoraqe. AK 99520 Lending agency Day phone Mailing address Real Estate Agent Day phone Mailing Address Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: Three (3) TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class ~ Public Water System Well TYPE OF WASTEWATER DISPOSAL: [] Individual On-site [] [] Individual Holding tank [] [] Community On-site [] [] Public Sewer [] The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single family on-site wastewater disposal and/or water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a pdvate or Class C well and may be reissued with new water sample results less than 30 days old. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valia for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I vedfy that my investigation, based on procedures outlined in the Health Authority Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is(are) safe, functional and adequate for the number of bedrooms and bJpe of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage flies 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 Anderson Enqineerinq Address P.O. Box 240773 Anchoraqe, AK 99524 Engineer's Printed Name Michael E. Anderson. P.E. 5. DSD SIGNATURE [,""'" Approved for '5 ..... Disapproved. Conditional approval for Phone 522-T/73 bedrooms. bedrooms, with the following stipulations: Additional Comments Attachments: HAA Checklist Septic System Advisory Well Flow Advisory X Maintenance Agreements Supplemental Engineer's Report Other Original Certificate Date: Legal Description: A. WELL DATA Well type Private Date co~npleted __ Total depth ft. Municipality .of Anchorage Development Services Department Building Safety Division On-Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (9O7) 343-790~ HEALTH AUTHORITY APPROVAL CHECKLIST Lot 7. Block 2, Eagle River Heiqhts Subdivision ff A, B, ~ C provide PWSIO # Cased to >40' fi. FROM WELL LOG Date of test Static water level ' Well production WATER SAMPLE RESULTS: Coliform .~ (x:~onies/100 mi. Date of sample: 7/26/2002 B. SEPTIC/HOLDING TANK DATA Tank Type/Material Septic/Steel Tank size 1,000 gal. g.p.m. Parcel ID: 050-281-34 Date installed 6/25/2002 Length 60 Total depth _5 ft. Date of adequacy test Nitrate 1..4~ mg./I. Collected by: MEA Well Lng (Y/N) N Wires properly protecled (Y/N) Y Casing height (above ground) 24 AT INSPECTION 8/2r2002 58 ft. · 4.0 g.p.m. in. Number of Compartments _2 Depression over tank (Y/N) N_ Pumper ~anltary Pumpers Other bacteria 0 colD.les/100 mi. Foundatio~ cleanout (Y/N) Y Dat~ of pumping 7/12/2002 ABSORPTION FIELD DATA Soil rating (g.p.d./ft2 or ~/bdrm).5GPD/SF ft. W~th 15 fl. Eft. absorption area 900 ft2 Monit~'ing tube Y_ R _e~_ _,Its (Pass/Fall) Fluid depth in absorpfio~ field before test in. Water added Elapsed Time: min. Final fluid depth in. Any rejuvermtion treatmenl (past 12 mo.) (Y/N & type) N Date installed 6/12/1995 Clear,outs (Y/N) Y High water alarm (Y/N) N System type Shallow Bed Gravel below pipe .5 ft. Depression over field N_ For bedrooms gal. New depth in. Absorption rate >= gp.d. ff yes, give date D. UFT STATION Date installed 'Pump on" level at in. Datum E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot >t00' Abso~'ption field on lot >t00' Public sewer main N/A Sewer/septic service line >25' Size in gallons 'Pump off" level at Cycles tested Manhole/Access (Y/N) in. High water alarm level at in. Meets alarm & circuit requirements? On adjacent lots >100' On adjacent lots >t00' Public sewer manhele/cleanout N/A Holding tank N/A SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation >5' Absorption field >5' Water main N/A Water service line Surface water Wells on adjacent lots >100' SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Properly line Building foundation >t~' Water main >t0' Water Service line >t0' Sudace water Driveway, ~rking/vehicle storage >25' Curtain drain None Noted Wells on adjacent lots >100' F. COMMENTS See LolLineWaivet. G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA HAA guidelines in effect on tills date. Engineer's Printed Name Michael E. Anderson, P.E. Date 91112002 Date of Payment ~IZV~ Receipt Number [~'~[(~ (Rev. 12K)O} Waiver Fee $ Date of Payment Receipt Number Sent By: ; 101J$/2~.~2 IG:3O 907275?804 907 522 702t; 0ct-17-02 1:29PM; Page 2/2 P~ 82/83 P 131. ~L~T l~:]T"'~j[~ --'[ ' "~' ~"~"~--'~'f' ' ' '~" ~. ~'~~' ~ ~'~ =_ ~~. Rob~ E. Johns, ~r. a Assoc. ._..~__- [ _[ · ~ - ~ ---- ~% ~_~//~ocTo~ '16, 2002 ~ S~ 22-259 __.~..,-.-. _., ~.~_~~ ..... . , , Receive(] lime Oct.17. 12'.32P~, · ~ ?rr~' ~ ~', D~AR~ OF H~L~ & HUMAN S~VICES "' ..... Di~sion of Envl~nmen~l ~lc~' ;:' '; ' "~ ' APPROVAL FOR A SINGLE FAMILY DWELLING Pamell.D~ O~O- ~[--'~ ...::?:x~:.H~' ~~ . Lo~og.(slte ad~re~ ordi~ions) 1031~ ~od Pro~owner"-~ F.J G~X~nq~x Dayphone Lending ageh~~'''' ' Day phone Mmhng add e .-,. ......... ~" . .. . . ~ . ..-.- ~ ..~,' <~ ~.- ~% ,.; . .......... Ind v dual well .................... ~ .... If communi~ well s~tem, ~rovide walden confi~atton from ~te ADEC a~est. c. ~ ~ ,,,~,o,,,e,~a.,~an~s,..uso. sx..em. .~. . ~ ...... . ~ - -,. ' .. ' - ", ~'. "...~ ,:'- -/b e:..~:'.:~' '..::-' ~_::~. ...... :.Publicsewe[ , ,~,.. :..~. .,:: .: .... :. ~ :-.- _.:;,.:,,. . . ~ .............' .....~ .... ' ' Stat NOTE: If communt~ wastewater s~tem, provtde w~en confl~at/on from e ADEC a~esting ~o ~e I~ali~ and s~atus of · - K '_~'AT--~MENT*nK !NSPECTION BY ENGINEER ......... ' . ,..~._.,, i .._., i ~ ~: ... Ao ,-~,.,;fl,~ ~J',.~_~mil'sffi;(~ hereto'and as of the validation date shown below,.I.vertfy that ~y -.- .- -. Inv~tigation'[f this H~lth Authofl~ Approval application sho~ that lhe on~it~ water suppl~' ~. and/or wastewat~i' dispo~l _s~tem is safe, functional and adequate for the number of bed..r0o.~s ~ and type of structure Indicated herein. I further vedfy that based on the information obtained ?~m..,~i~ ~i'.. the Municil~lliht of Anchorage dias and from my.In~-~ati°n and inspection, the on-~ita water. astewa' ~e-~'~i posal sy~t pli ip supply and/or w s. em Is In com an~ with. all Munic al. and. . State cod~ . · .... ,. reg~iatiO~A:in'e e.of thi pectl ................... ordinan~, and ff~t on the dat s Ins on :': · I~afl'~' o! t'lrm The' ~l'~hlcipality bf Anchorage.Department of Health and Ar~h~ Cerflflc~t~'ba~d ohly--~Jl~n'the representailons given in paragraph.5..aboye, by_an [ndepe_n_d_e~_~.::~-'_...~ professional engineer registered In the State of Alaska-The DHHS d°es this as a c°urtesy t° purchasers °f h°mes-" and ~ir I~ding In~flt~on~ in order;to ~fl~'c~in condgct inspection.s. ~,ri,..~..,al. yze.',d~..ta .l~.f0re a .c~,rflfi_cate, ued. nic nchorage is not err~ ~r 6 s I the profe~sio gineef's Municipality of Anchorage Department of Health and Human Services HEALTH AUTHORITY APPROVAL CHECKLIST LegalDescription: /_or '7, ~ocK ~ H~c,~Fs ~/~> PamelI.D. A. Well Data Well type "~RI'~,~T~' If A, B, or C, attach ADEC letter. ADEC water system number. Log present (Y/~ Date completed ~. / ~ ~ ~ Driller I .I l~-- Total depth (JIz- Cased to "//~> ~ + Casing height Sanitary seal (~) ~ Wires properly protected ~q) FROM WELL LOG AT INSPECTION Date of test ,.,,,- .5~.-/o .- ~9 9/ - . Static water level Well flow J g.p.m. ~, o 4- g.p.m. Pump level1 J SEPARATION DISTANCES FROM WELL TO: Septi~ tank on lot Absorption field on lot I O I Public sewer main Sewer service line ; On adjacent lots ; On adjacent lots I,DO + Public sewer manhole/cleanout Petroleum tank WATER SAMPLE RESULTS: Coliform Date of sample: '~-{~- ~ Nitrate Other bacteda (~ Collected by: ~ ~¢o EN~I~:~(~ B. SEPTI~ TANK DATA Datelnstalled ' (~-I;~-q~' Tanksize IOOO ~l]lO Compartments ~ Cleanouts ~1) x/'~-"~ Foundation cleanout(~l) ¥~ Depress!on (Y/~) I',Jo High water alarm (Y/~ I,.1o -- I,,//^ - Alarm tested (Y/I~ t, Jo -- ~I/'A - SEPARATION DISTANCES FROM SEPTIC/I-I~d~N~ TANK TO: Well(s) on lot | O ~ ~ On adjacent lots I oo ~ -e Foundation ~ ~ To property line I~ ~ Absorption field Water main/service line Surface water/drainage J c3 o~ ~ 72-026 (3/93)' Front CONTINUED ON BACK PAGE C. UFT STATION Date installed Manufacturer Size in gallons Manhole/Access (Y/N) Vent (Y/N) .'Pump on' level at . ' " ~ 'Pump off' Leve~ H[gh water alarm level Cycle~.~ Meets MOA electrical codes (Y/N) ~ TATI N TO: ~. .W~on 1~3t On adjacent 10ts Surface water D. ABSORPTION FIELD DATA Date installed ~'- ! ~-- ~ ~' Soil rating (GPD/FF) o.~ System type I~, Length ~oO~ Width f ~J ' Gravel thickness · ~' Total depth 5 Total absorption area ~OO ~ Cleanout present{~)N) ~/~-,5, Depression over field (Y~ Date of adequacy test ~'./-~ - ~,~..~ =,¥~'r~':~Results (pass/fail) ,., for Bedrooms Water level In absorption field before test / After test Peroxide treatment (past 12 months) (Y/N) // If yes, give date!/ SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Well on lot 10 To building foundation On adjacent lots "~O J.+- Surface water Curtain drain E, ENGINEER'S CERTIFICATION On adjacent lots Ioo~t Property line L~f~ TO existing or abandoned system on lot Cutbank TO Lt- Water main/service line 14:) ~- Driveway, parking/vehicle storage area ~ ~, ~ HAA Fee $ "~ o ,.,C) Waiver Fee $ Data o Pa ent Date of Payment Receipt Number,. ~. ? .~ (""~ '~'/~.,. ,) Receipt Number 72-026 (3/93)* Back DEPARTMENT OF H~LTH & ENVIRONMENTAL PROTEC~'~IR~N,Z.L~TAL F;.~', ~, JUN 1979 ENVIRONMENTAL ENGINEERING DIVISION RECEIVED ~E~EST FO~ ~OVAL OF I~DIVIDUAL ~ATE~ ~D SE~E~ FACILITIES Alan D. & Margaret E. Woodbur7 MAILING ADDRE~ Box 4, Wildwood Lane, Eagle River, ALaska 99577 PROPERTY RESIDENT (if different from ~o~) ~ BUYER Nichael C. & Sharon E. Sosnow MAILING ADDRE~ SPA 30498, Fairbanks, Alaska ~ LENDINGINSTITUTION Coast Mortgage Co 99701 MAILING ADDRE~ P. O. Box 1200, Anchorage, Alaska 4. REALTOR/AGENT 99510 MAILING ADDRE~ 501 West Northern Li~hts~ Anchorage[ Alaska 99503 PHONE PHONE 479-2524 PHONE 279-0665 PHONE 279-7611 $. LEDALDESCRIFTION Lot 7, Block 2, Eagle River Heights Subd. STREET LOCATION BOX 4, Wildwood Lane, Eagle River, Alaska 99577 TYPE OF RESIDENCE NUMBER OF BEDROOMS I'-1 One r-1 Four ~ SINGLE FAMILY rx't Two [] Five I-'1 MULTIPLE FAMILY [] Three [] Six [] Other 7. WATER SUIq~LY [] INDIVIDUAL* I-'1 COMMUNITY [:::] PUBLIC UTI LITY ~. SEWAGE DISPOSAL SYSTEM [] INDIVIDUAL/ON-SITE" I--I PUBLIC UTILITY · ATTACH WELL LOG. A well log is required for all wells drilled since June 1975. For wells drilled prior to that date, give well depth (attach log if available.) **If individual/on-site, give installation date If system is over two (2) years old an adequacy test is required by this Department. NOTE: THE SNSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. ,2-010(3/78) ~ ¢ THIS SIDE FOR OFFICIAL USE ONLY DATE RECEIVED ' INSPECTION APPOINTMENTS DATE DATE DATE INSPECTOR I INSPECTOR INSPECTOR DIRECTIONS: 1. TYPE OF RESIDENCE NUMBER OF BEDROOM~ [:::] SINGLE FAMILY I--] ONE [:::] THREE r-I FIVE [] OTHER [] MULTIPLE FAMILY [] TWO [::] FOUR [] SIX 2. WATER SUPPLY PERMIT NUMBER [] INDIVIDUAL DEPTH OF WELL [] COMMUNITY DATE DRILLED [] PUBLIC UTI LITY Connection Verified LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM PERMIT NUMBER []INDIVIDUAL/ON -SITE DATE INSTALLED []PUBLIC UTILITY Connection Verified INSTALLER [::]Septic Tank or [:]Holding Tank Size: If Tank is homemade SOILS RATING give dimensions: ~ · ' ~ TYPE OF TANK i MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4. DISTANCES WELL TO: ' Septic/H°lding Tank IAbs°rpti°n Area I~evver L'ne INearest LOt L'ne Absorption Area to nearest Lot Line 5. COMMENTS [~'~APPR~VED FOR ~ BEDROOMS [] CONDITIONAL APPROVAL (letter must accompany certificate) [] DISAPPROVED DATE BY {Title) LEGAL DESCRIPTION 825 "L" STREET ANCHORAGE, ALASKA 99501 (907) 264-4111 GEOI{G.r :,t. SULLIVAN, MAYOR June 20, 1979 Alan D./Margaret E. Woodbary Box 4 Wildwood Lane Eagle River, Alaska 99577 Subject: Lot 7 Block 2 Eagle River Heights Subdivision Approval for your individual sewer and water facilities will not be granted until the following items have been completed: (1) The water analysis report be delivered to this office from Chem Lab, 5633 B Street, for our review. (2) The septic tank be pumped with a receipt submitted to this office. Please have the pumper put the number of gallons pumped for verification of size of the tank. (3) Expose the septic t~nk to yerify its existence. Notify .~__~ this office for an ~nspect~on. ~0~. f~ ~~/-~ ' (4) A percolation test be performed on the existing leaching area. This will determine if the system is adequate according to National Standards..A list of private firms who perform the test is enclosed. Notify this department for a re-i~spect~on when descrepancies have been corrected. If there are any further questions, please contact this office at 264-4720. Sincerely, Les N. Buchholz, R.S. Senior Environmental Specialist LNB/ljw cc: Coast Mortgage Company 4797 Business Park Boulevard 99503 Clarence King % Dynamic Realty, Inc.'~ 0 501 West Northern Lights Boulevard 99503