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HomeMy WebLinkAboutT15N R2W SEC 25 LT 3 OF 33 T15N R2W Sec 25 Lot 3 of 33 #051-281-60 Municipality of Anchorage On -Site Water and Wastewater Section - (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP221297 PID Number: 051-28-160 Dwelling: N Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New 0 Upgrade Name KEITH HALEY ABSORPTION FIELD ❑ Deep Trench ❑ Wide Trench FK Bed ❑ Mound Site Address 18130 KAMKOFF AVE., EAGLE RIVER, AK 99577 ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 907-726-4032 5 0.7 GPD/SF1 7.4 MAX. Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade SEE DWG. Ft. Gravel depth beneath pipe 0.62 Ft. Subdivision Block Lot - - 3 OF 33 Fill added above original grade SEE DWG. Ft. Gravel length 44 Ft. Township Range Section T1 5N 2W 25 Gravel width 26 Ft. Beds: Number of Lines 5 Distance between lines 5 Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 1144 Ftz - Ft. Well 1001+ *85'+ - - 25'+ TANK N Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Capacity GREER TANK 1500 Gal. Surface Water 1001+ 1001+ _ _ Material Number of compartments Lot Line 5' *11+ _ _ NA PLASTIC 2 Foundation 10'+ 5'.} _ _ . TION Manufacturer Capacity Remarks *WAIVERS GRANTED - SEE WAIVER # OSV221054 Gal. Alarm location Electric led by Installer PIPE MATERIAL House to tank D3034 Tank to D3034 drainfield JR'S EXCAVATION Drainfield D3034 CO/MTD3034 Inspector GEG CONSULTANT, JODY MAUS BENCH MARK (Assumed elevation) 100.00 ft Inspdection 1st 9/27/2022 2nd 9/28/2022 Location and description 3`d 9/30/22 41' 10/3/22 BOTTOM OF SIDING/TRIM @ NE CORNER OF HOUSE. ONSITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp 0060 Conditional Approval: Date o .''"" ' o P.. .... ................. Q frrey Septic System . aess.* AGr �� � � Approved Date 20 Z� ' CE -795 -'� O� nn +y ,neo �p� �Pr G.CA I >� Note: this approval does not include well permit requireme ts. #gECCee _C7ProOsslo\ ���vv v.uvu fol PERMIT NUMBER: p /� / + PARCEL ID NUMBER: OSP221297 RECORD DRAWING 051-28-160 \\ 1 EXISTING SHED BC \ \ \ 1 13 1 C \ a � , 37.1 15.8 \ K. -O F }iV E: `� �� OWNER INSTALLED 13.0 . . . .' TEMPORARY FENCING TO PREVENT DRIVING OVER DRAINFIELD. OWNER TO INSTALL t 37.8 15.6 a r a +. PERMANENT FENCING IN SPRING !SUMMER OF 2023 • ` `r 1 I T LOT LINE WAIVER GRANTED• 39.3 r MT2 17.5 18.9 STI 43.5 14.7 MT3 /ED 64.7 DBL3 45.1 GE OF PAVEMENT • .. 42.9 , 52.0 APPROX. LOCATION DBL4 -F14-T1 i NEW 26' WIDE`�' BY o / BURIED TELEPHONE Ln /E,.... ZO' ROAD ya'jy C07 52.2 44' LONG DRAINFIELD• �� ! F7,, s RESERVATION W GEG TEST - ----- C08 ui HOLE #1vO / y r ( I (PIPE REMOVED) ! / , . 0*: a'^ -a y PSp�N�°O� y e. Z O ��//'�� I INSTALLED DBL CO'S !! ! I y EXISTING ; b 011 g � - . a, WELL I ~ V1 ' (DBL3 8 DBL4) U U r APPROX. LOCATION U) r %� v, - ( ( OF GAS LINE i I y 85' WELL WAIVER GRANTED TO DRAINFIELD , it p ' NEW 1500 -GALLON GREER PLASTIC T1 I B 1 C i MH 1 1 0 I SEPTIC TANK-'� N f INSTALLED O'S o 5 w 1� EXISTINGDBI (DDBIL& \ 5 -BEDROOM \\ \ HOUSE ' \ \ \ \ "HE r I \ A \ i \\ 1 EXISTING SHED BC \ \ \ 1 13 1 C \ 1 37.1 15.8 \ l 13.0 \` t 37.8 15.6 C05 1 I MH 39.3 i � ' I r I ,I ' I I r I I i I � / / r r � / NOTE: PIPE LOCATIONS ARE SHOWN PER GEG SHOTS TAKEN WITH LEICA DISTO S910 LASER ' DISTANCE METER. SWING -TIES TO HOUSE CORNERS WERE GENERATED IN AUTOCAD. NOTE: PER THE CONTRACTOR, THE OLD SEPTIC TANK WAS DECOMMISSIONED PER UPC E OLD , SEEPAGE PIT WAS FILLED WITH MOA FILTER SAND MATERIAL. GARNESS ENGINEERING GR u Ltd01Tp 19-1f ...... ENGINEERING;, SALES -1 CONSULTING 3701 E. TUDOR ROAD, SUITE 101 'ANCHORAGE, ALASKA- PHONE (907) 337-6179' WEBSITE. vw wmamessenalneerirw m rieft..... PREPARED FOR: PHONE NUMBER: KEITH HALEY 907-726-4032 PROJECTILEGAL DESCRIPTION: T15N, R2W, SECTION 25, LOT 3 OF 33 TYPE OF WORK: RECORD DRAWING OF SEPTIC SYSTEM UPGRADE SCALE 1"= 30 \\ r \ ( I \ \ � I \ \ p/ •� o Al�Tt IN :� PAGE NUMBER:6f• 2 OF 3 A BC X44 '°ROFESS\ - 13 1 C FCO 22.2 18.2 DBL1 37.1 15.8 C04 13.0 24.6 DBL2 37.8 15.6 C05 16.4 19.7 MH 39.3 15.2 MT2 17.5 18.9 STI 43.5 14.7 MT3 52.8 64.7 DBL3 45.1 1 14.9 42.9 C06 52.0 63.3 DBL4 -F14-T1 46.1 15.0 42.8 C07 52.2 60.9 -1 16.6 41.1 C08 52.0 58.8 TO 14.6 38.8 C09 52.1 55.8 CO2 12.2 34.1 COLO 53.3 55.0 CO3 - 11.6 29.5 MT4 54.2 54.5 � ' I r I ,I ' I I r I I i I � / / r r � / NOTE: PIPE LOCATIONS ARE SHOWN PER GEG SHOTS TAKEN WITH LEICA DISTO S910 LASER ' DISTANCE METER. SWING -TIES TO HOUSE CORNERS WERE GENERATED IN AUTOCAD. NOTE: PER THE CONTRACTOR, THE OLD SEPTIC TANK WAS DECOMMISSIONED PER UPC E OLD , SEEPAGE PIT WAS FILLED WITH MOA FILTER SAND MATERIAL. GARNESS ENGINEERING GR u Ltd01Tp 19-1f ...... ENGINEERING;, SALES -1 CONSULTING 3701 E. TUDOR ROAD, SUITE 101 'ANCHORAGE, ALASKA- PHONE (907) 337-6179' WEBSITE. vw wmamessenalneerirw m rieft..... PREPARED FOR: PHONE NUMBER: KEITH HALEY 907-726-4032 PROJECTILEGAL DESCRIPTION: T15N, R2W, SECTION 25, LOT 3 OF 33 TYPE OF WORK: RECORD DRAWING OF SEPTIC SYSTEM UPGRADE SCALE 1"= 30 \\ r \ ( I \ \ � I \ \ p/ •� o Al�Tt IN :� PAGE NUMBER:6f• 2 OF 3 A. Ga @SS �' W m �® J,' , CE -79 ° *AY Aw AV DRAWN BY: X44 '°ROFESS\ - DATE: 10/13/2022 *4® #AECC88a R dad®�p� PERMIT NUMBER: PARCEL ID NUMBER: OSP221297 RECORD DRAWING 051-28-160 ORIGINAL GRADE= 100.10 FINAL GRADE = 99.76-100.31- @ HIGHEST POINT MTICOI CO2 CO3 FILTER 26 -FEET —10.62' OF EFFECTIVE 7,—INVERT OF DIST. LINES = 93.32 TOP OF FILTER SANDI BOTTOM OF DRAINROCK = 92.70 "—BOTTOM OF EXCAVATION = 90.50 ELEVATION OF BOTTOM OF TEST HOLE = 84.60 - TEST HOLE DRY ON 9/2712022. J , Ltd ENGINEERING � SALES --CONSULTING 3701 E. TUDOR ROAD, SURE 101 • ANCHORAGE, ALASKA' PHONE (907) 337-6179' WEBSITE: www.gamessengineering.com PREPARED FOR: PHONE NUMBER: PAGE NUMBER: KEITH HALEY 907-726-4032 3 OF 3 PROJECTILEGAL DESCRIPTION: DRAWN BY: T15N, R2W, SECTION 25, LOT 3 OF 33 J.L.M. TYPE OF WORK: DATE: RECORD DRAWING OF SEPTIC SYSTEM UPGRADE 10/13/2022 ® 46, �� ®® 44 ..::�.... :. . ........I ......... . ........�.�...® ® 1_ ; ffrey A. G ess :w4, Ar ®�% C7-7973 ° �AV #® ®t. fto ssi�P®' LICENSE 11��1�®®�®O® #AECC884 INSTALLED TEMPORARY FENCE TO POWNER PREVENT DRIVING OR ARKING OVER DRAINFIELD. COa COs M72 C09 COIOMT4 OWNER TO INSTALL I I I PERMANENT FENCE IN SPRING/SUMMER OF 2023 —10.62' OF EFFECTIVE 7,—INVERT OF DIST. LINES = 93.32 TOP OF FILTER SANDI BOTTOM OF DRAINROCK = 92.70 "—BOTTOM OF EXCAVATION = 90.50 ELEVATION OF BOTTOM OF TEST HOLE = 84.60 - TEST HOLE DRY ON 9/2712022. J , Ltd ENGINEERING � SALES --CONSULTING 3701 E. TUDOR ROAD, SURE 101 • ANCHORAGE, ALASKA' PHONE (907) 337-6179' WEBSITE: www.gamessengineering.com PREPARED FOR: PHONE NUMBER: PAGE NUMBER: KEITH HALEY 907-726-4032 3 OF 3 PROJECTILEGAL DESCRIPTION: DRAWN BY: T15N, R2W, SECTION 25, LOT 3 OF 33 J.L.M. TYPE OF WORK: DATE: RECORD DRAWING OF SEPTIC SYSTEM UPGRADE 10/13/2022 ® 46, �� ®® 44 ..::�.... :. . ........I ......... . ........�.�...® ® 1_ ; ffrey A. G ess :w4, Ar ®�% C7-7973 ° �AV #® ®t. fto ssi�P®' LICENSE 11��1�®®�®O® #AECC884 D-0zmmzn-i ©OOOo�DO�� 2::;o 0 O m D 0 m 1m 1 -G OmZm vmmm m <- - i ZzOn- H<m..1w10 GZl r z cNtn mx H n ZOc wD =mr-m M--, Ly,J 0 m r m m z H = I1 z�zomQmz zOm nmm to H O O z S O y m A02H, 0X0 � (p D '\ .•Ya 2 1 1 1 01 OH 1 L/I Ln Z H a m m 1 H H 3 0 D g m H Z t n O` •• Qa <Z{vAz m N I - w o v = z -I ;a 00 0 � � O mam z>c I1�1 .JIB, 0 H 71 1 0 1 m V e L.=� ODz vOiO;oC kor H r 1 M Ln m OH t o m OOOQQ� 3 H 2 Dz D O D 3 H v D Z m 1.0 to -0 r- m x m r 00 Dtn-0m O<;u ;o-irZ m z z z a b OH m H G1 n- i Z 1Zz -im G) 0 1 m 0 c 0 m D Z :;o r z n m =tn 01-1 m m H LA O v 3 H c H 1 m v Z 1 m 1 OO m0 tit to 0 arnDm z w 3z O m 'Vrn0tn c DZi Om D to ltnzn Z m H O D H A O ; m D m m 3 r H O m m r m � O rl) -Zi .j,: y • m 1 m to 1 ®-__..._,-... _.._.-_-___------________--- z =zDtn m O m Z 2 Etn01-1O Z E to D Z z m " c �C��rO r� �1 v C tncCn�C �'�tixa to 2mpe m bOb S o`—� tHi O r� L nl U i� !n C�npAl, jy0y Cqtsr4 z 7 O�rjrn Nj ming hl Rl j '-'nco rrl tn 1z: yA b Hca ?� RtA mi z Z ? m n oU�n iV acoZ U � �i r p mcp" ti•Ooa 51 y V SHIMS S TREET 6, MUNICIPALITY OF ANCHORAGE Development Services Department a Right of Way Section n apartment ENCROACHMENT PERMIT R222412 THIS AGREEMENT, made this 7th day of November, 2022, by and between KEITH L. HALEY & PATRICIA A. HALEY and their heirs, administrators, and assigns, hereinafter called "PERMITTEE", and the Municipality of Anchorage, a municipal corporation organized and existing under its Charter and the laws of the State of Alaska, hereinafter called the "PERMITTER". WITNESSETH: WHEREAS, PERMITTEE is the owner of the following described real property: Tl 5N R2W SEC 25, LT 3, according to the official records thereof, on file in the office of the District Recorder, Anchorage Recording District, Alaska, and; WHEREAS, PERMITTER owns and/or maintains the real property more particularly described as follows: The 20.0 FOOT ROOD RESERVATION OF KAMKOFF AVENUE, immediately to the north of PERMITTEES property as shown on Plat No. 71-246, on file in the office of the District Recorder, Anchorage Recording District, Alaska, and; WHEREAS, PERMITTEE has placed a septic drain field upon the referenced real property which encroaches 19.0 feet upon the PERMITTER'S 20.0 -foot Right of Way. NOW, THEREFORE, it is mutually agreed between the parties hereto that: 1. The PERMITTER, acting through the Director of Development Services Department, hereby grants to the PERMITTEE the privilege of allowing septic drain field to encroach 19.0 feet upon the PERMITTER'S 20.0 -foot Road Reservation, as shown on "Attachment A," included herewith. 2. The PERMITTEE agrees forever to indemnify, defend, save and hold harmless, the Municipality, its officers and employees, from any and all lawsuits, claims or actions brought to any person for or on account of damage to property or injury, disease, illness or death of persons, including all costs and expenses incident thereto, arising wholly or in part from or in connection with the existence of, alterations, maintenance, repair, renewal, reconstruction, operation, use or removal of the encroaching septic drain field, as placed upon the PERMITTER'S 20.0-foor Road Reservation. 3. The PERMITTEE shall not assign or transfer any of the rights granted herein to another individual or company without first notifying and securing the approval of the Director of Development Services Department. 4. This Agreement and Permit grants PERMITTEE no interest in PERMITTER'S real property whatsoever, except only the encroachment rights described herein. 5. The PERMITTER reserves the right to revoke this permit upon twenty (20) days written notice to the PERMITTEE. The PERMITTEE agrees upon such notice of revocation, to move said encroachment(s) from the 20A -foot Road Reservation in which it is placed. Should the PERMITTEE refuse or fail to comply with said written notice, the PERMITTER may, without further notice to the PERMITTEE, remove or cause to be removed the encroachment(s), and the PERMITTEE hereby agrees to reimburse the PERMITTER for all costs incidental to the removal thereof. In addition to the mutual promises heretofore made, the PERMITTEE has paid the PERMITTER a one-time permit application fee of $120.00. The PERMITTER hereby waives the annual fee of $315.00. IN WITNESS WHEREOF, the parties hereto have hereunto set their hands and seal the day and year first hereinabove written. GRANTEE: Patricia A. Haley Owner Keith L. Haley Owner GRANTOR: MUNICIPALITY OF ANCHORAGE /.�-0 st-1q-zz John Snelson Right of Way Supervisor MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PoBox 1s6650 4700 Elmore Road Anchorage, Alaska onmn'ounn Phone: 04 Fax: (yor)o43'rgar On -Site Wastewater Disposal System Permit Permit Number: OSP221297 Work Type: Septic Upgrade Tax Code Number: 05128160000 Site Legal Address: T15NR2WSEC 25 LT 3OF33 G:0753 -----|Site-Mailing Addresar-1813OKAMKDFF/\VE.Earg|e River — Owner: HALEY KEITH L & PATRICIA A This permit is for the construction ot R1 Disposal Field P Septic Tank [] Holding Tank [] privy Effective Date: Expiration Date: Lot Size in Sq Ft: Total Bedrooms: 024/2O22 8/24/2D23 []private Well [] Water Storage All construction shall beinaccordance with: I. The attached approved design. 2. All requirements specified inAnchorage Municipal code Chapters 1555 and15G5 and the State of Alaska Wastewater Disposal Regulations (1 8AAC72) and Drinking Water Regulations (I 8AAC80) -. The wastewater ~~~~ requires ^inspections during ".""."`=="v.` The engineer shall notify the Development Services Department per AMC 15.GG.Provide notification bycalling (9O7)343 -70U4(24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall boeither: a. Opened and Closed onthe same day, or b. Covered, sealed, and heated tnprevent freezing Special Provisions: Barriers to protect the field from vehicles are hubeinstalled prior toInspection Report approval. Received By: Issued By: 5 n�cnt Municipality of Anchorage S` P.O. Box 196650 ® 4700 Elmore Road Anchorage, Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Division On -Site Water and Wastewater Program * * * * VARIANCE/WAIVER REVIEW * * * * Waiver#: OSV221054 COSA#: Permit#:OSP221297 PID#: 051-281-60 Legal Description: T15N R2W SEC 25 LT 3 OF 33 Engineer: Garness Engineering Group Your request for a waiver of the required 100 feet horizontal separation from the absorption field to the private well has been approved. The approved separation distance is 85.0 feet. In addition, the field may be 1 foot from the north property line. This waiver approval applies to the proposed absorption field only. Any future upgrade to the on- site wastewater disposal system will require all separation distances be met or another approval from this department. ............................................... ■ ............................. ■ 1 Waiver is Granted: X Waiver is not Granted: Date: /Z-{ ZZ Approved by: N (N Name of Revieyv **** VARIAN C E/WAIVER REVIEW **** O Fv -- �s J C HHj t' 3 a�+� G E � Development Services Department_ i - _ Oil -Site Water c. Wastewater Section Phone: 907-343-7904 E Fax: 907-343-7997 ON-SITE SEPTICIWELL PERMIT APPLICATION Parcel I.D. 051-281-60 Property owner(s) KEITH HALEY Day phone 726-4 Mailing address 18130 KANKOFF AVE., EAGLE RIVER, AK 99577 Site address 18130 KANKOFF AVE., EAGLE RIVER, AK 99577 Legal description (Sub'd., Block & Lot) LOT 3 OF 33 Legal description (Township, Range & Section) T15N, R2W, SECTION 25 Lot Size Sq. Ft. Number of Bedrooms 5 APPLICATION IS FOR: (® all that apply) APPLICATION IS AN: TYPE OF DWELLING: Absorption Field E] Initial ❑ Single Family (SF) ❑ Septic Tank [] Upgrade 0 (w/wo AD U) Holding Tank ❑ Renewal ❑ Duplex (D) Privy ❑ Multiple Dwellings (] Private Well ❑ (SF and/or D) Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: DRAINFIELD TO WELL, LOT LINE WAIVER, & BED WIDTH WAIVER Distance: 15'.'.'a25' I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees:rJ of S Waiver Fees: X6(7 Date of Payment: `] � �2 p 2 Date of Payment: Receipt Number: 06 ( � � G ��----__ Receipt Number: Permit No. DS /��� 1 '� `-7 Waiver No. 0 SV 2210rj G:\Development Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221297, Deb Wockenfuss, 08/24/22 Page 2 of 2 5. LOT LINE WAIVER AND R.O.W. ENCHROACHMENT: We are requesting a 1 -foot lot line waiver from the north lot line to the proposed drainfield. As can be seen on the design, we are proposing that a portion of the drainfield also be installed in the 20' road reservation that abuts Kamkoff Avenue. The edge of the pavement is approximately 20 -feet away from the north end of the proposed drainfield. Most of the utilities appear to be overhead. Kamkoff Avenue is a dead- end street, so expansion of the road width is unlikely. We will be requesting letters of non -objection from the utility companies and a right -way -way encroachment permit for MOA Right of Way Department simultaneously with this submittal. 6. BED WIDTH WAIVER REQUEST: We are proposing a 25 -foot -wide bed type drainfield be installed. The contractor will need to avoid operating equipment in the bottom off the bed excavation. Please note this as a special provision. We are requesting a bed width waiver be granted. 7. CLOSING: We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www. garnessengineering.com Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221297, Deb Wockenfuss, 08/24/22 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221297, Deb Wockenfuss, 08/24/22 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221297, Deb Wockenfuss, 08/24/22 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221297, Deb Wockenfuss, 08/24/22 LZ —77 —7 ...... ....... Q3 ;> 6Z CQ OZ T —7, -90 00 N ct JN1 7 �10,Yd Lj Q"z L4 Z IVOI-Z V11 Y--JS--7,Y G VOY, OZ 'T Ctz (z) 4. -q > Q) fj 4 cid :5 YJ N. X (j) Q X 4 ct W Q) C) �j 15K Zj LQ LQ -uj PC cc 6 9P, I J 040 cr) vj 0 UL. 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Time Time Date Date Inspector Inspector Inspector Inspector ( ,~'~PROVED BEDROOMS ( ) DISAPPROVED ( ) CONDITIONAL APPR.~VAL~--~. DATE _ *CONDITIONS OF APPROVAL Soils Rating Date Sewer Installed Well To Absorption Area Well to Tank Well Log Received Septic Tank Size 72023 Preformed by~ ADEQUACY TEST REPORT James L, Thode, P.E. JLT Engineering 1546 Eagle River Rd. Eagle River, Alaska ~ ~% la~esLlhode ~.~ c 5o35 ... .... " 99577 Preformed for~ Pat and Jane Lamb S.R. 1, Box 3260 Chugiak, Alaska 99567 Legal description, Lot 3 of the S/D of Government Lot 33 Section 25, T 15 N, R 2 W, S.M. Dates of test~ July 7 and 8, 1983 System description~ The onsite disposal system consist of a septic tank and subsurface disposal field. The septic tank was pumped on July 9, 1983 and the volume was determined to be approximately 1200 gallons° The system serves a duplex with a total of six bedrooms. Test proccedure~ The system was in normal use before and during the test. In addition to the normal load on the system a surge load of 1000 gallons was applied at a rate of 9 GPM for each of the two days of the test. The water level in the septic tank was monitored during the test with no rise in the water level noted at any time during the test. There is a cleanout on the effluent line directly out of the septic tank which had two inches of water standing in it before and after the test which indicater that the line has a low area or is partly plugged. This has apparently caused problems due to freezing in the past. Con~lusion~ Based on the test preformed this system is currently adequate to handle the wastewater disposal requirments at this site, however the septic tank effluent line should be repaired to eliminate any ponding. P,O. BOX 754 EAGLE RIVER, ALASKA 99577 (907) 694-2131 ' IONY KNOWLES, /,,fA YOI~ O[;PAIITMENT OF IIEI~.LTH AND ENVIflO;,IMENTAL PROTECTION July 11, 1983 Patrick Lamb SR 1 Box 3260 0hugiak, Alaska 99567 Subject: Lot'3 of T!.SN R2W Sec.25 Lot 33. The engineers report', has been received regarding the on-site sewer system.` The descrepancy of the septic tank outlet line is noted and must be repairedand documented along with distances between well and tank. Eagle River Office LB/lo ~---30 160. Io ~ ~ .5-~ ~4/ I ~~ LOT 2 s~.2b-, TI~ ~ ~ 21x,'~ 5/I//. JAMES B. RODGERS Registered Land Surveyor SRA Box 1618 G Anchorage~ Alnska 99~07 (907)345- 0~27 Oat~ J S.¢ole J Orwn. bx 6-z z-z~3L I ":.30 ] F.B.Grid Sheet __C_~.~_ ..... / o,/