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Home My WebLink AboutEAGLE CREST #1 TR A LT 65Eagle' Crest #1 Tract A Lot 65 #050-304-26 Municipality of Anchorage Development Services Department =" Building Safety Division On -Site Water 8 Wastewater Program, 4700 South Bragaw St.' P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Page 1 of 3 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number. SW020399 PID Number. 050-304-26 Name' PEGGY BUCHOLZ Wastewater System: ❑ New ■ Upgrade Address: 19412 1ST STREET • EAGLE RIVER, AK 99577 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 694-7096 4. ■Deep Trench OShallow Trench OBed OMound ODther LEGAL DESCRIPTION S°b Roww. 1.0 Ta Dipe11. °nD"°I groOK GPD/sa. n• 12.5 (MAX) rL Troct: Lot: Subdivision: A 65 EAGLE CREST #1 D,ptn to Kos bouom f�sw poet GRhw swap baro" pyt 5.04 MAX n 7.46 Pt Township: — Range: Section: — n edea sewn a 4lwO pod.: Draw fraNR — SEE DWG. n 44 WELL: ❑ New ❑ Upgrade Gravel wkhn 2.5n Nwnb.r of e°.t Drlwww bet. east 1 — Glorfioati.n PvfMe, Aux. W Ga..e To: Told obeupti. Gem R P" malnbb P rt FL 656 so. rL D 3034/ F-810 Orllor: ` `Q Doe DNMe: Q V V st wow, twel: kutdyn STRATA CO. Dab kwlaM¢ 10/9-11/2002 R T4W: " set ALGukvq N.Ight Aeo.e Grwrd: GPu FL R TANK SEPARATION DISTANCES ■septic 0Holding aS.T.E.P. ODther To Septic Absorption Un Holding sa/Prlvato MOnufoet~ Capadb in easaw: . From Tank Field Station Tank s.war Lines ANCHORAGE TANK 1250 Well N/A N/A — — 25'+ uaWw: STEEL f+eaer m°�a: 2 Surface Water 100'+ 100•+ — — — LIFT STATION Lot Una 5'+ 10'+ — _ _ sus in qab ktarNeocb..n Foundation 5'+ 10'+ _ _ _ a1• •n ab lryh 'Wer alum o: Curtain Drain NONE KNOW P NOY' D*Mh"Oetiarw Womws by. Remarks:—THE EXISTING SEPTIC TANK AND DRAINFIELD BENCH MARK WERE COMPLETELY ABANDONED t'aaa°n ane owswv e: BOTTOM OF DOOR THRESHOLD —THE EXISTING WELL WAS COMPLETELY ABANDONED PER AMC 15.55.060. `"""e E`� 100.00 R —DEEPEND TEST HOLE TO 18.5 FEET. NO GROUNDWATER OR BEDROCK, ENGINEEWS SEAL godpp OR IMPERMEABLE SOILS ENCOUNTERED. Inspections performed by:— AKWWC INC. Dates: 10/9/2002 2nd 10/10/2002 3rd 10/11/2002 D� 0 ., f e A. aures O�pQ� Development services Department Approval •. —795 •.'1p tR�e 12erowted and approved by: Date: f t o �dp� , r.eele^ate O0000 ME PERMtTN0A1 SW0 SW020399 99 - ASBUILT DRAWING PARS NUMBER: 050-33 04-26 FIRST STREET APPROXIMATE LOCATION OF NEW \ KEYBOX APPROXIMATE LOCATION OF / \ NEW WATER UNE .y EXISTING WELL • COMPLETELY' \ ..',. DONED PER AMjc. ' :� \ ) ;:•. 15.55 I Owr •i.•-. :.'. s. I:.. ` NEW DRAINFlELD I I I I I II A BA . , _.. ITHIll I ` I I Sit 31.40 10.58 .` •� I I I ST2 33.50 18.44 ~,' :;:''a�� .• EXISTING DBL1 33.90 22.15 4 BEDROOM Mil DBL2 33.20 22.15 HOUSE B 1 C01 24.40 15.69 GARAGE ALTERNATE SITE. MT1 121.40 114.75 \ � N WILL REQUIRE A CO2 128.20 154.46 \ LOT LINE WAIVER. MT2 121.7011148.05 \ /\ INSTALLED DOUBLE��_DBL2 CLEANOUTS BEFORE TANK DBL1 ; 10' EASEMENT — — — — — \— \ NEW 1250 GALLON I \ SEPTIC TANK // i DATE. 10/15/2002 �pd�p0 "IJY I ... ..__...n _.,,...._......_n �.0 �,....... 4O DRAWN BY: ALASKA AVATRR R WAS TE, C.J.G. SCALE* LE' O �•• 4 CONSULTANTS, INC. = 30' •••........ •' ' •••. ... BI) 6001 DFRARR ROAD. SUITF • AWHORAGF. AK 90SM • FNONF (00])13)-0179' FAX (907)31R.3T46 D PREPARED FOR: PHONE NUMBER: PACE NUMBER: D. PEGGY BUCHOLZ (907) 694-7096 1 2 OF 3 e I e G mes f�JYJJ OO p LEC+LL DESCRIPDON: EAGLE CREST SUBDIVISION �0 C 795 i j7 #1; LOT 65, TRACT A .K�v TYPE OF WORK: AS -BUILT DRAWING OF SEPTIC UPGRADE 0�p /.......\ �Op0000� PERMITBER: AS -BUILT DRAWING PARCEL NUMBER: SW02030399 050-304-26 ~ 0 W Ld v LL g0 Vi O 4 Vi 2 F NUL GRADE 100.00+ TOP OF TANK AT� R INLET - 95.94 I I TANK AT - 90.00 % I I NEW 1250 GALLON I I INVERT OF BUNG.! SEPTIC TANK AT NLE1 - 95.32 NVERf OF BUNG AT 011RET - 93.19 FABMC NVERT OF PIPE - 94.32 (AVG.) BOTTOM OF IRE)" - 97.09 (AVC.) 12 RELETNE ELEVATION OF BOTTOM OF TES -THOLE - 81.06 (TESTHOLE DRY) DATE: 10/14/2( ..---•n-r_-�-n DRAWN BY: ALASKA «'ATL'R & WASTE NVATER SCALE'C.J.G.CONSULTANTS, INC.N.T.S. 6901 OFRARR ROAD. SNITF ?R - ANCHORAGF. AN 9050E • FNONF (001111)-6119 • FAX 1907131"-1116 PREPARED FOR: PHONE NUMBER: PACE NUMBER PEGGY BUCHOLZ (907) 694-7096 3 OF 3 LEGAL DESCRIPTION: EAGLE CREST SUBDIVISION #1; LOT 65, BLOCK A, TYPE OF WORK: PROFILE AS—BUILT DRAWING OF SEPTIC SYSTEM UPGRADE p e ey A. aures �$ C 795 F4 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 ONSITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Permit Number: SW020399 Legal Description: EAGLE CREST #1 TR ALT 65 Design Engineer: 0041 AK Water & Wastewater Consultan- Owner Name: Peggy Bucholz Owner Address: 194121 ST STREET EAGLE RIVER. AK 99577-8429 /Op//l y",K Date Issued: Oct 09, 2002 Expiration Date: Oct 09, 2003 Parcel ID: 050-304-26 Site Address: 019412 FIRST ST Lot Size: 17820 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of. [✓ Disposal Field Q✓ 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: LO I�_i,' -- Issued By: I I Date: tog, ,? Municipality of Anchorage •11 ..•4 Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.cl.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 050-304-26 Permit Number Property owner(s) PEGGY SUCHOL7 Day phone 694-7046 Mailing ••• FIRST STREET RIVER. :. Mailing address (2) Zip Code 99577 Legal description (Lot, Block & Sub'd.) __ LOT 65. BLOCK A, EAGi F CREST SUBDNSiON #1 Legal description (Section, Township & Range) N /A Lot Size / 792 D Acre q.Ft. Number of Bedrooms 4 THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade E THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ 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. ALASKA WATER do WASTEWATER CONSULTANTS INC. 150 RV Permit Fees: 00' Date of Payment: OZ /JDIJ t Receipt Number. Zlo(013 / ID1Io Waiver Fees: Date of Payment: Receipt Number. ALASKA WATER & WASTEWATER CONSULTANTS, INC. June 7, 2000 Municipality of Anchorage Department of Health & Human Services Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Q F30„ L •,I fre kr er a oe 3. aL . 9;:... +� a r ..No C 7953, ? C ORS OFEss%a�* Ref: Proposed Septic System Design Upgrade for Lot 65, Block A; Eagle Crest S/D #1 To whom it may concern: The existing 4 bedroom house is served by a private well and septic system. The existing septic system consists of a 1000 gallon septic tank and a deep trench type dminfield. The existing drainfield is located on the adjacent property to the east and has a sewer easement agreement. The existing drainfield is completely surcharged and must be upgraded prior to the house. As can be seen on the attached site plan, the well radius completely encompasses the property leaving no available area for a septic upgrade. A public water main has recently been installed in First Street and will be operational on June 15, 2000, per A.W.W.U. We are proposing that the residences be connected to the public water system prior to the septic system upgrade. A test hole was excavated on the property where a proposed septic system will be located. The proposed septic system will be designed around the 30 foot radius of the test hole. We are proposing that a 1250 gallon septic tank and a deep trench type drainfield be installed. A alternate site has been provided due to the increase in bedrooms since the original system. Comments regarding the proposed design are summarized as follows: 1. SOILS: Attached is a soil log which shows the soil profile, and the percolation test results. Below the organics was a GW layer to a depth of 7.5 feet which transitions to a SP layer to 17.5 feet (bottom of test hole). No ground water was not encountered during the excavation of the test hole. A percolation test was performed between 8.0 feet and 8.5 feet and found the rate to be <1 minute/inch. It is our opinion that the insitu sandy soils should act as a sand filter 2. TRENCH DESIGN: a. Percolation Rate: <1 minute/inch b. Allowable Application Rate: 1.0 gallon/day/112 c. Number of Bedrooms: 4 d. Design Flow: 600 gallons per day 001 Debarr Road. Suite 2B — Anchorage. AK 99504 — Ph: (907)337-6179 — Fax: (907)338-3246 e. Minimum Absorption Area: 600 f12 f. Maximum depth: 11 feet g. Effective Depth: 7 feet h. Width: 2.5 feet i. Length: 44 feet j. Effective absorption area = 616 f12 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed upgrade. 4. TOPOGRAPHY: The area is generally flat in the area of the proposed upgrade; in short there are no slope concerns. I'm 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. ,/I P.E., M.S. NOTE: Attached is a site plan drawing, a design drawing, one soils log, and a 7 page construction specification letter which are all part of the`design package for this septic system. F -• try c eh Liar easW J E7953:?� Cj I30 0O' SCD PROFESS\O�r� 6901 Dcbarr Road. Suite 213 — Anchorage. AK 99504 — Ph: (907)337-61,9 — Fax: (907)333-3246 1 I i i i i i I EAGLE CREST S/D 11 I I EAGLE CREST S/D 11 I EAGLE CREST S/D 11 I IEACLE CREST S/D 11 1 EACLE CREST S/D 11 1 1 LOT 47. BLOCK A 1 I I I LOT 46. BLOCK A I I LOT 45, BLOCK A I I I LOT 44. BLOCK A I LOT 43. BLOCK A I 1 I I I ---------J I L---------- I I ---------J I I L--------- I I ----------J I I L------- ---------- ----------- ---------- ------------------------------- /� ♦♦ EAGLE CREST S/D 11♦ `\ EAGLE CREST S/D /1 / EAGLE CREST S/O 11 \ / EAGLE CREST S/D 11 LOT 57, BLOCK A / ♦\EAGLE CREST S/D /1 LOT 54, BLOCK A LOT 55, BLOCK A LOT 56, BLOCKA \\ \ LOT 58. BLOCK ; / / 1 \\1 111 1 100' WE] I Wills 1X — rT� �+ �� 1 1 / FIRSj`S,STR �,�T4 PROSE ED SEPTIC UPGRAO \ 1 fs; SIGN. PAGE Z D —'---- — �' B�E�pNG-- T------ ---t-1_------ �TEI�NATE SITE HOSl15T1 iACLE CREST S/D 114/ \ ♦ LOT 66. BLOCK A --� \\ EXISTINy �/ 1 SEPTICSYSTEMEAGLE 7EUACLE\\CREST CREST S/0 11 EAGLE CREST 5/D 11LOT BJ, J3lOCK A LOT 67, BLOCK A S/D 11 i ♦ice LOT 64. BLOCK A ----------- —7/—r`--- — —f--1—�---- y—------- --—\.----- -------- -- —= �— --- -- — — — — — ] — — — — --------- 1'"0-7` iyl�i� EAGLE CREST S/D 11 \ EAGLE CREST S/D 11 LOT 74. BLOCK I 1 — — I \G \;�=7 ^I LOT 77• BLOCK A 1 1 EAGLE CREST S/D 11 A 1 1 . I LOT 78, BLOCK A 1 EAGLE CREST S/D 11 EAGLE CREST S/D /1 1 LOT 75. BLOCK A LOT 76./LOCK \♦`Lk♦ 1� \\ ------------- ----- ------------, EAGLE RIVER ROAD - W a Y sn fR96SJ=a, ;; E 7953:ijr� • � G pR0 E5510�� DATE 6/7/2000 4L r'. ••�-• %4 ^ DRAWN BY: ALASKA NVATER & WASTLIVAI•LR J.L.M. �> CONSULTANTS. INC. •. :.�.,; SCALE' ;I 0001 OF9ARR ROAD. SUTE 28 • ANCHORAGE. AK 00504 � PHONE (007U77l170 - FAX (907U70J240 1 = 100 PREPARED FOR PHONE NUMBER: PAGE NUMBER: PEGGY BUCHOLZ (907) 694-7096 1 OF 2 '; of a GBmess.: +RDi .• C 7953 LEGAL DESCRIPTION: EAGLE CREST SUBDIVISION #1; LOT 65, BLOCK A, �VJ�s ' •. �``A''� Ia'uedp'o TYPE OF WORK: SITE PLAN FOR SEPTIC SYSTEM UPGRADE �:, (eseio�& , ; ;, �;;-• /03. \ \ ... � . N. E-793. FIRST STREET o.p ...............* - — NEW KEY BOX PROPGSED D2UE NFIELD UPGRADE. (STING DRAINFIElD AND EASEMENT (SEE NOTE) EXCAVATE A TRENCH THAT IS 11 FEET DEEP MAXIMUM BY TO BE COMPLETELY ABANDONED 2.5 FEET WIDE BY 44 FEET / LONG. ADD 7 FEET OF CLEAN. WASHED SEWEf( ORAINROCK \ I IN, \ PROPOSED WATER SERVICE LINE OR I (SEE NOTE) \ gy,15tRAG CO — — 0 SII n \\ DUSTING WELL TO BE ABANDONED PER I I I I AMC 15.53.060 •� I I 11 j (SEE NOTE) .\ THII — 11 II EXISTING I 1 I I TERNATE SITE \ 4 BEDROOM LTf \ / HOUSE Cu I I u WILL REQUIRE A LOT UNE WAIVER. GARAGE � e \ PROPOSED 1250 GALLON SEPTIC TANK EXISTING SEPTIC TANK TO BE / \ COMPLETELY ABANDONED / 10' U IIM EASEMENT — — — — — — — _ _ _ _ _ NOTE: A NEW WATER MAIN HAS BEEN INSTALLED IN FIRST STREET AND WILL BE OPERATIONAL ON JUNE 15. 2000 PER A.W.W.U. / THE WATER SERVICE UNE IS TO BE CONNECTED PRIOR TO THE SEPTIC SYSTEM UPGRADE. THE WELL IS TO BE COMPLETELY / ABANDONED PER WATER WELL ORDINANCE AMC 15.55.060. DATE: 6/7/2000 F p� op .• ' •• ,(1 DRAWN BY: ALASKA AVATER & WASTEWATER J.L.M. SCALE, CONSULTANTS. INC. p* O� 30, Q PREPARED FOR: PHONE NUMBER: PAGE NUMBER: PEGGY BUCHOLZ (907) 694-7096 2 OF 2 •� Q ' 1p r A. ' mess, O Q^ a 7953 eQa — Vo04's�''' LEGAL DESCRIPTION: EAGLE CREST SUBDIVISION #1 ; LOT 65, BLOCK A, ...7953'' o°oO edpro TYPE OF WORK: DESIGN FOR SEPTIC SYSTEM UPGRADE (eesio�,c\�\ pOpp�000 ALASKA WATER & WASTEWATER CONSULTANTS, INC. I SOIL LOG — PERCOLATION TESTI LEGAL DESCRIPTION: EAGLE CREST S/D #1: LOT 65, TRACT A PERFORMED FOR: PEGGY BUCHOLZ DATE PERFORMED: 5/31/00 (feet � ORGANICS TEST HOLE #1 GW W/ SOME SILT (BLACK SA WD) SOIL CLASSIFlCATIONS DATE DRY GW DRY -__.. ORG GP IrI ML GM / CL GC --�— ' OL °.�• o SW ----- --- ---n--- MH :•::•.•• SP CH SM /OH Sc DEPTH TO GROUNDWATER DATE DRY 5/31/00 DRY 6/7/00 D '-/deo O 0 TM S � fA .• MN�j(E NO Qf.�C55 931100-t0 OV DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL NET DROP READING (INCHES) COMMENTS: THE INSfTU SANDY SOILS SHOULD ACT ASA SAND FILTER O 0 TM S � fA .• MN�j(E NO Qf.�C55 931100-t0 OV EACLE CREST S LOT 65. BLOCK A 1 --�— -- ----- ----- --- ---n--- DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL NET DROP READING (INCHES) COMMENTS: THE INSfTU SANDY SOILS SHOULD ACT ASA SAND FILTER O 0 TM S � fA .• MN�j(E NO Qf.�C55 931100-t0 OV PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 20 ' ' TEST RLN BETWEEN 8.0 FT. AND 8.5 FT. COMMENTS: THE INSfTU SANDY SOILS SHOULD ACT ASA SAND FILTER PERFORMED BY ALASKA WATER k WASTEWATER. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERF9RYED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON 6/7/2001 Municipality of .Anchorage George 1: 1171terch. Mayor Peggy Bucholz 19412 First St. Eagle River, AK Building Safety Dh3sio11 P.O. lka 14X;650 • 4700 S. Bragaw Street Anchonige, Alaska 4X)510.6650 • (4107) 343-(3:301 Department of Public Works hllp:/Amw-el-and ionige.ak.ns flsse••f bIzWt/—eorlp,�w n A-bCOPY tsa r'osl` '( G7- Qel,Aord 0(2- Subject: 52 Subject: Expired On -Site Water and/or Wastewater Permit. Permit Number: SW000165, Parcel ID: 050-304-26 ,fA , &9*J bl T-C.A.. t.T 65 Dear Peggy Bucho z: An On -Site Water/Wastewater Permit, number S W000165, issued by this office for a single-family system, expired on June 13, 2001. This permit was valid for 365 calendar days. If this was a well permit and the well has been drilled, a well log must be sent to this office for documentation of the installation and to close the permit. If this permit was for a wastewater disposal system, an original as -built inspection report must be sent to this office for review, approval and documentation. This as -built inspection report must be signed by the licensed Professional Engineer who inspected the installation of the system. As -built inspection reports are required to be submitted within 30 days of the completion of the system. If no system was installed under this permit, and you are still planning to install a well or wastewater disposal system, a new permit must be obtained from this office. When applying for a new permit, the fees are: $320.00 for a wastewater permit and $120.00 for a well permit. If you have any questions, please call this office at 343-7904. Sincerely, (Letters Sent 6/7/01 without copies being made, second printing for file copies) James Cross, PE Manager On -Site Water and Wastewater Program enc: Copy of permit MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On -Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ONSITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Permit Number: SW000165 Legal Description: EAGLE CREST #1 TR A LT 65 Design Engineer: 0041 AK Water & Wastewater Consultant Owner Name: Peggy Bucholz Owner Address: 19412 First ST. Eagle River , AK 99577.8429 Date Issued: Jun 13, 2000 Expiration Date: Jun 13, 2001 Parcel ID: 050-304-26 Site Address: 019412 FIRST ST Lot Size: 17820 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit Is for the construction of: ❑✓ Disposal Field Q Septic Tank Holding Tank E] Privy E] 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 DHHS at least 2 hours prior to each Inspection. Provide notification by calling (907) 343-4744 ( 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. p,5. The following special provisions.' 1) CONSTRUCTION OF THE WASTEWATER SYSTEM SHALL NOT BEGIN UNTIL THE WATER WELL ON THE r.SUBJECT LOT HAS BEEN DECOMMISSIONED IN ACCORDANCE WITH 15.55.060. 2.) AT THE TIME OF CONSTRUCTION A SOILS TEST SHALL BE PERFORMED FOR AN UPGRADE SITE NOT REQUIRING A LOT LINE WAIVER. Received By: Issued By: Date:1n— /I I -on Date: � -13 '-Ch's ALASKA WATER & WASTEWATER CONSULTANTS, INC. June 7, 2000 Municipality of Anchorage Department of Health R. Human Services Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Proposed Septic System Design Upgrade for Lot 65, Block A; Eagle Crest S/D #1 To whom it may concern: The existing 4 bedroom house is served by a private well and septic system. The existing septic system consists of a 1000 gallon septic tank and a deep trench type drainfield. The existing drainfield is located on the adjacent property to the east and has a sewer easement agreement. The existing drainfield is completely surcharged and must be upgraded prior to the house. As can be seen on the attached site plan, the well radius completely encompasses the property leaving no available area for a septic upgrade. A public water main has recently been installed in First Street and will be operational on June 15, 2000, per A.W.W.U. We are proposing that the residences be connected to the public water system prior to the septic system upgrade. A test hole was excavated on the property where a proposed septic system will be located. The proposed septic system will be designed around the 30 foot radius of the test hole. We are proposing that a 1250 gallon septic tank and a deep trench type drainfield be installed. A alternate site has been provided due to the increase in bedrooms since the original system. Comments regarding the proposed design are summarized as follows: 1. SOILS: Attached is a soil log which shows the soil profile, and the percolation test results. Below the organics was a GW layer to a depth of 7.5 feet which transitions to a SP layer to 17.5 feet (bottom of test hole). No ground water was not encountered during the excavation of the test hole. A percolation test was performed between 8.0 feet and 8.5 feet and found the rate to be <1 minute/inch. It is our opinion that the insitu sandy soils should act as a sand filter 2. TRENCH DESIGN: a. Percolation Rate: <1 minute/inch b. Allowable Application Rate: 1.0 gallon/day/R2 c. Number of Bedrooms: 4 d. Design Flow: 600 gallons per day 6901 Dcbarr Road, Suite 213 — Anchorage, AK 99504 — Ph: (907)337-6179 — Fax: (907)338-3246 e. Minimum Absorption Area: 600 f12 E Maximum depth: 11 feet g. Effective Depth: 7 feet h. Width: 2.5 feet i. Length: 44 feet j. Effective absorption area = 616 fl2 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed upgrade. 4. TOPOGRAPHY: The area is generally flat in the area of the proposed upgrade; in short there are no slope concerns. I'm 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. I M.S. NOTE: Attached is a site plan drawing, a design drawing, one soils log, and a 7 page construction specification letter which are all part of the design package for this septic system. 6901 Debarr Road, Suite 2B — Anchorage. AK 99504 — Ph: (907)337-6179 — Fax: (907)338-3246 1, I I i i i i I EAGLE CREST S/D 11 I 1 EAGLE CREST S/D /1 I EAGLE CREST S/D 11 I IEACLE CREST S/D /1 I EACLE CREST S/D 11 I 1 LOT 47, BLOCK A I I I I LAT 46, BLOCK A I I LOT 45, BLOCK A I I I 1 LOT 44. BLOCK A I I LOT 43, BLOCK A 1 I I I I ---------J I L --------- I ---------J I L --------- 11 I ----------J I L------- ---------- ----------- ---------- ----------------------- -____ EAGLE CREST S/D /1\ __ - ��♦ -------- ------- / \ / LOT 57, BLOCK A \ EAGLE CREST S/D 11 EAGLE CREST S/D /1 EAGLE CREST S/O 11 / \ EAGLE CREST S/D /1 LOT 54, BLOCK A LOT 55, BLACK A LOT 56, BLOCK \\ -\LOT 58, BLOCK ; /A \ \ FIRST, TgEET_ PRO SED SEPTIC UPCRAD SEB DESIGN, PACE 2 \ OF \ -------- __�_� _- / \\ -4 BEDROOM !/� ALTkNATE SITE NNOO EE EAGLE CREST S/D 114 LOT 88, BLOCK A --� EXIS T1Ny� i�� —SEPTIC -- / SYSTEM / EAGLE CREST S/D /1 CREST s/DL A 1 \ 1L� \ LOT 63, LOCK A LOT 67, BLOCK /�� —� \ EAGLE CREST S/D /1 i ell 1 \ LOT LOT 64, BLOCK A _---------- —it—��--- — /�'—"\—�---- y--1------- —^ — ----- EAGLE CREST S/D /1I 1 \ EAGLE CREST S/D 11 /LOT 77, BLOCK A� \ CREST S/0 LOT 74, BLOCK A 1 1 i I I \� = 11 LOT 78, BLACK A 1 EAGLE CREST S/D /1 EAGLE CREST S/D /1 1 I \ LOT 75. BLOCK A LOT 76, BLOCK A 1 I / ------ ----- ----- - — - — ------ - — - — - — -- ----------- EAGLE RIVER ROAD DATE 6/7/2000 r cr v:4 DRAWN BY: �1LASI�A SVA"1•LR «'AST NN'XI'• LR J.L.M. CONSULTANTS, INC. SCALE. RR 6901 DF9AROADR4 , SUTE 79 • ANGNOGE. AK 99504 • PHONE 9071337-0179 • FAX 907)336-3746 1 — 100 ............ ........... t? PREPARED FOR PHONE NUMBER: PAGE NUMBER: PEGGY BUCHOLZ (907) 694-7096 1 OF 2 �Q, of a Garness 3' 4�In1Yi •, C 7953 LEGAL DESCRIPTION: EAGLE CREST SUBDIVISION #1; LOT 65. BLOCK A. 4yN0�@Pio ro TYPE OF WORK: SITE PLAN FOR SEPTIC SYSTEM UPGRADE `4 (e..... ; ;�- \ FIRST STREET W KEY BOX PROPOSED SED DRAINFIELD UPGRADE. SEE NOTE) EXCAVATE A TRENCH THAT IS it FEET DEEP MAXIMUM BY 2.5 FEET WIDE BY N FEET LONG. ADD 7 FEET OF CLEAN, WASHED SEWER DRAINROCX— \ I PROPOSED WATER — — — SERVICE UNE �\ �t5(1XG C (SEE NOTE) O . EXISTING WELL TO BE ABANDONED PER AMC 15.55.060— (SEE NOTE) \ — — — — \ GARAGE \\INC DRAINFIELD AND EASEMENT TO BE COMPLETELY ABAN7 NED I {�SII n II II II 1 II 7H/t II � II II II EXISTING II II 4 BEDROOM MT II HOUSE G � U \ PROPOSED 1250 GLLON \ SEPrnC TANK 10' UTILITY EASEMENT NOTE: A NEW WATER MAIN HAS BEEN INSTALLED IN FIRST STREET AND WILL BE OPERATIONAL ON JUNE 15, 2000 PER A.W.W.U. THE WATER SERVICE UNE IS TO BE CONNECTED PRIOR TO THE SEPTIC SYSTEM UPGRADE. THE WELL IS TO BE COMPLETELY ABANDONED PER WATER WELL ORDINANCE AMC 15.55.060. ALASKA WATER & WASTE RTATER CONSULTANTS, INC. DRAWN BY: J.L.M. 1"=30' PREPARED FOR: PHONE NUMBER: PAGL NUMULK: PEGGY BUCHOLZ (907) 694-7096 1 2 OF 2 EAGLE CREST SUBDIVISION X11; LOT 65, BLOCK A. OF WORK: DESIGN FOR SEPTIC SYSTEM UPGRADE -OUSTING SEPTIC TANK TO BE COMPLETELY ABANDONED ............ A. rness,� 7-795.3 ALASKA WATER & WASTEWATER CONSULTANTS, INC. I SOIL LOG — PERCOLATION TEST I LEGAL DESCRIPTION:- EAGLE CREST S/D #1; LOT 65, TRACT A, PERFORMED FOR: PEGGY BUCHOLZ DATE PERFORMED: 5/31/00 DEPT ORGANICS ITEST HOLE #11 2 °.=<q; SOIL CLASSIFICATIONS 5/31/00 DRY 6/7/00 Dr eo 0 �13110°�� 3— ; o t -7777--GP ML --�— drO,: GM CL a ` GW W/ GC OL SOME SILT o a SW MH ..y:�:o,i ..•. SP CH SM OH 6 SC 7 8 9 10 11 12 %::•::• SP �: ;. (BLACK SAV(D) 13 14 15 16 •:•'•' .' .:: :ti:•:: i1 � t•. 17 1818.O.H. DEPTH TO GROUNDWATER DATE DRY 5/31/00 DRY 6/7/00 Dr eo 0 �13110°�� DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) N CCN SME. 0M�5� � 6 MSN �0 ?FRGSs 0 �13110°�� EAGLE CREST BL—K S LOT 65, A ' 1 -- --�— c-- DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) N CCN SME. 0M�5� � 6 MSN �0 ?FRGSs 0 �13110°�� 19PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 20 I�_ll TEST RUN BETWEEN 8.0 FT. AND 8.5 FT. COMMENTS: THE INSITU SANDY SOILS SHOULD ACT AS A SAND FILTER PERFORMED BY ALASKA WATER & WASTEWATER. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFQRI#ED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON L+f, W d p N DES 3� E z w w Ln cn LO U r 7 3ni�a -13P 77�M 'Oor w V) D O z U Q w ---- ---- w wCL � O O Ln 0 v �ftk t�aHs 22 w o 1210d2ld0 (nw _ '— Al 0 .13AdO Ni Ln wz l U CT f0j re ziviaa HvIa ai►s OV M nC71 CPQ 'AIT vaa muAVIra nal#[ Wd K:71 npt. nn -A -Nnr MUNICIPALITY OF ANCHORAGE •� DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street. Anchorage, Alaska 99501 Telephone 264-4720 \ ONSITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAM �t / �L E"�• /' v PHONE /yZ 7 ❑NEW PGRADE MAI DD SSS _ / JGA PI !' LE AL DESCRIPTION G 6 7-164 LOCATION�/ / e� NO. OF BEDROOMS T J DISTANCE TO: Well / Absorpr a / Dwailing�O / PERMIT NO. Uy Man ufa r / M i 0 ' / No. of compartments / Liq, an city irkgallons IF HOMEMADE: Inside length WidthC Liquid depth d10DISTANCE Z TO: Well Dwelling PERMIT NO. _ Manufacturer Material Liquid capacity in gallons s DISTANCE TO: Well O / Fou aeon / Nearest 1 i e PERMI py / r Y 7 z W No. of lines Length o ea li '� Total �qgt f lines G f Trench width /• inches Distance . •e lin s I¢.. Top of the t� jinirrf grade -/ M�t rieL heath tile Total elf/✓ r n are 2' L5 /Z inches � ,3 W Length Width Depth PERMIT NO. U i F W Type of Crib Cri met N Crib depth Total effective absorption area DISTANCE TO: Well Building foundation Nearest lot line JCla W !r' Driller Distance to lo[ line PERMIT NO. DISTANCE TO: Building foundation Sewer line Septic tank Absorption areas) OTHER PIPE MATERIALS U` u u o SOIL TEST RATING j!v B N ' q° S e.G INSTALLER REMARKS ! oo 6 s /z .✓ o L 0 7-co ;76— i• ♦ p Jf ,, ;n ,• �. fir{ : y� • AT e v //) � 1n.�n� APPHOV ED s. LAOINEEHINu DA _ SRF;19cx :T1,I �Y.it11E Ri TA, AUASKA $;7? �ff J--� Qt. . ze ter„ tme.. ^„u. 1 , , n MU" X C I F}FiL I TV OF FV"(-,"ORfiGE �,+✓� DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L STREET, ANCHORAGE, AK 99501 264-4720 Ohl—SITE SEWEFc F"ERM I T PERMIT NO: 840314PGRADE DATE ISSUED: 05!08184 APPLICANT: C!0 S & S ENG'G. MARK KARLESKIND ADDRESS: SRB 196X EAGLE RIVER, AK 99577 CONTACT PHONE: 694-2979 LEGAL DESCRIP: SUBDIVISION: EAGLE CREST LOT: 65 BLOCK: TR A SECTION: 7 TOWNSHIP: 14N RANGE: 1W LOT SIZE: 17820 (SQ.FT. OR ACRES) I CERTIFY THAT: 1. I AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE (MOA) AND THE STATE OF ALASKA. 2. I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH ALL MOA CODES AND REGULATIONS, AND IN COMPLIANCE WITH THE DESIGN CRITERIA OF THIS PERMIT. 3. I WILL ADHERE TO ALL MOA AND STATE OF ALASKA REQUIREMENTS FOR THE SET BACK DISTANCES FROM ANY -EXISTING WELL, WASTEWATER DISPOSAL SYSTEM OR PUBLIC SEWERAGE SYSTEM ON THIS OR ANY ADJACENT OR NEARBY LOT. ,IF A LIFT STATION IS INSTALLED IN AN AREA COVERED BY MOA BUILDING CODES, :THEN (1) AN ELECTRICAL PERMIT AND INSPECTION MUST BE OBTAINED; (2) AS-BUILTS :WILL NOT BE APPROVED WITHOUT AN ELECTRICAL INSPECTION REPORT; AND (3> THE .ELECTRICAL WORK MUST BE DONE BY A LICENSED ELECTRICIAN. SIGNEDDATE: U °APPLICANT: C/O S & S 'G. MARK KARL SKIND ISSUED BY DATE: j------ ^-'-------------------------------J`-- Department 825 Permit # sq -031d * MUNICIPALITY OF ANCHORAGE of Health and Environmental protection (� Street, Anchorage, AK. 501 264-4720 * * HANDWRITTEN PERMIT WELL AND/OR ON-SITE SEWER PERMIT Applicant: Mailing Address: (�o S,FS Location: Phone Number: l0 9(/- .;197g Legal Description: ,-o7- GS T A zsFf,F a6c-z7- Lot Type of Soil Absorption System Is: Trench: Drainfield: Seepage Beds Maximum Number of Bedrooms: 3 Size: Holding Tank: . Soil Rating(sq.ft/br) /.30 The Required Size of the Soil Absorption System Is: DEPTH �` 0 LENGTH af• 6 GRAVEL DEPTH WIDTH The length dimension is the length(in feet) of the trench or drainfield. The depth of a trench or pit is the distance between the surface of the ground and the bottom of the excavation(in feet). There is no set width for trenches. The gravel depth is the minimum depth of gravel between the outfall pipe and the bottom of the excavation(in feet). , * * REQUIRED SEPTIC(HOLDING) TANK SIZE _ GALLONS Permit applicant has the responsibility to inform this department during the installation inspections of any wells adjacent to this property and the number of residences that the well will serve. * *.* TWO(2) INSPECTIONS ARE REQUIRED *.* Backfilling of any system without final inspection.and approval by this departmer will be subject to prosecution. Minimum distance between a well and any on-site sewage disposal system is 100 fee for a private well or 150 to 200 feet from a public well depending upon the type of public well. Minimum distance from a private well to a private sewer line is 25 feet and to a community sewer line is 75 feet. Well logs are required and must be returned to this department within 30 days of the well completion. Other requirements may apply. Specifications and construction diagrams are available to insure proper installation. * * * PERMIT EXPIRES DECEMBER 31, 1 9 3-4-* I certify that: (1) I am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage. (2) I will install the system in accordance with codes. (3) I understand that the on-site sewer system may require enlargement if the residence is remodeled to include more that 3 bedrooms. Signed: Issued by: Applicant Date: SWP/024(1/81) yLtX� . <4 K e_ t/ 6 e oCtir 6!K ,a.y,Q-u�V 6 s GR -LAR ANCHORAGE AREA BOROUCTW.` + HEALTH DEPARTMENT N? 674 327 EAGLE ST. ANCHORAGE, ALASKA 99501 279.2511 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME �A1''��SUN MAILING �a v /9- I0rATIr)N L -/e'-,!Zllilo 'm ADDRESS Icr-AI nccroioTlnwl Gi/ PHONE/ �c��L'4/o �(_1•'v!74 �C SEPTIC TANK: DISTANCE FROM Sr',srd'S�r�� y/�»,�c�L�/> ccs-�ik�crr�b(mulD LIQUID CAPACITY, l GALLONS. INSIDE LENGTH INSIDE WIDTH-DEPTH- SEEPAGE IDTH DEPTHSEEPAGE SYSTEM: SEEPAGE PIT: NUMBER OF PITS 1 OUTSIDE DIAMETER r OR WIDTH, LENGTH, DEPTH / LINING MATERIAL ' / 11 / .� �. DISTANCE FROM WELL %S ,BUILDING FOUNDATION v'L' , NEAREST LOT LINE ''y F//f� TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) 336, SO. FT. TILE DRAIN FIELD: DISTANCE FROM NUMBER OF LINES ABSORPTION AREA BETWEEN FT. LENGTH OF EACH TOTAL LENGTH NEAREST LOT LINE , OF LINES WIDTH TOTAL EFFECTIVE DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE WELL:DISTANCE FROM ,^ WATER TYPEje?eyZED DEPTH BUILDING FOUNDATION. SAMPLE NEAREST LOT LINE SEWER LINE ,TANKC 74 , SYSTEMS %S, , CESSPOOL , SOURCES_ DIAGRAM OF SYSTEM DISTANCES: _ r>24 r• , . o L`ft *4� io. V I . 4 p �; {. 1 4 yy DATE . :21 X � #?PREN/EB- �'�+ % /�. -Ge- HEAIIH AWHORtlY GREATER ANCHORAGE AREA BORvuGH a ' -- '^ DEPARTMENT OF ENVIRONMENTAL QUALITY 3800 TUDOR ROAD POUCH 6.650 ANCHORAGE. ALASKA 99802 TELEPHONE 279.86116 SEWAGE DISPOSAL SYSTEM — APPLICATION AND PERMIT NAME OF APPLICANTr f 'Do *E'rSGh MAILING ADDRESS INSTALLATION LOCATION 50 //x LEGAL DESCRIPTION - ^' o 'y k f/,,E p PERMIT NO. /4^00 PHONE INSTALLATION OF: SEPTIC TANK/,9.0� DQ / SEEPAGE PIT DRAIN FIELD OTHER TYPE AND SIZE OF FACILITY TO BE SERVED - ry sed YnfJ.Ti FINANCED THROUGH 1 TO BE INSTALLED BY "� IY) r, t, n y+ SOIL TEST RESULTS - J / p! I"�?C�Llr �ICI NOTE. 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 HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE TYPE MINIMUM DISTANCES. REQUIREMENTS FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL SEPTIC TANK SEEPAGE PIT DRAIN FIELD TO NEAREST LOT LINE. WELL TO SEPTIC TANK DRAIN FIELD WATER MAIN TO SEPTIC TANK DRAIN FIELD SEEPAGE AREA SIZE SEEPAGE PIT ALSO CONSIDER AREA WELLS. SEEPAGE PIT SEPTIC TANK. SEEPAGE PIT DRAIN FIELD TO RIVER. LAKE. STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION S FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. HEALTH AUTHORITY OR LICENSED DESIGNER TYPE DIAGRAM OF SYSTEM 1 CERTIFY THAT 1 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 APPLICANT'S SIGNATURE -ATER ANCHORAGE AREA. BOROUGH y HEALTH DEPAMIENT CASE 4 ^' 327 EAGLE STREET �— ANCHORAGE, ALASKA'99501 Performed For Hamann Cons=ctiop Co. Date Performed Legal Description: Lot 05 Block S3Zdivrsion Tract A. Ea[ This Form Reports a: Soils Loi; • •rercolatica ' Depth 0 �Fect Soil Characteristics Clean gravelly sand - GLV Silty sandy gravel (GM) stratified with well -graded gravel (GLV) 24, 1971 Location Sketch Was Ground Water Encountered? \o a 0 If Yes, At What Depth Reading+ Date ( Gross Time Net Time Depth To H2O f Net Drop cir.�tel.tio: Seepage Pit ti 0: In Drain Field COY.;<_ ,5: Leptis 'o ottom G_ Pit Cr Trench —�� •n renuirccl - 155 square feet p=r bedroom 'c't . `_for' -•cc Sic Alaska Geological Consultants Data Certified By: Dzte : G u � n "2Wc'C( 4 6 �p o Soil Characteristics Clean gravelly sand - GLV Silty sandy gravel (GM) stratified with well -graded gravel (GLV) 24, 1971 Location Sketch Was Ground Water Encountered? \o a 0 If Yes, At What Depth Reading+ Date ( Gross Time Net Time Depth To H2O f Net Drop cir.�tel.tio: Seepage Pit ti 0: In Drain Field COY.;<_ ,5: Leptis 'o ottom G_ Pit Cr Trench —�� •n renuirccl - 155 square feet p=r bedroom 'c't . `_for' -•cc Sic Alaska Geological Consultants Data Certified By: Dzte : G u � n "2Wc'C( f ' rA r G 7- .. Syr TFM LAlC Ht.Vr LoCrtTe'�,NIoN . Si.6i7TG _ lF - _ C4/HG.UC/06- AT TNR' N.W, COP.AJFR Of 40,x -4+ - [;-Cl �F' " �1 ,.` Y i ALn/.+s-T/lC LeTG/NC A DLtT.t ALct Z6.l0o' o71hpo TN7 fAJe-T'-,[+F-tL?- Th /J 7,0''aR BAsetHT-M-i 7.Y 6•NGC: G -o GAsT L7, o' fo d foL NT , n :7NE-/JCe4 G -P �S LY'L 31.o' To A Pw Arr 7HENcGoo 74 }oIN7" T"116.V�tu60' C�/�W . :..' .. P.OT. T"N 6' . .. .. ....� .. , . .'_ ffF.fDIN6 " o F •t Nlt DLscR'!hT(ON. - ;', .. cssctiecr �.�s� �rur'cc�rrAlf�s,r7 s4.FT .. /! Tv -F6 AVTCN/�7f Cit L["y ACA7 trb {i H94J FVBLIG 16WER RECONrL.S , lJr rTF 6ET: - $CALF: I Zo ' pArc, i l I harey certify #At l hare aervoyw tho *nawlna zip- ttaadbad propwty* OR At Anesenpa ie«ara=�K :��at�' q� teat the fq(% c 1�j�1aN�o+Kerala dAit�d vRt1R we w1tb�1D Oa Property"d dfto not ' R • 9 arty 741x/ ��iee�o.eh b .�y� tioeta stuvetty M aata m ; ="- C w jw 49th 1r arty .00 •M that than a» •o maw :r a QQti�� eW4L IMwni�b an aaM peopery �soept t �' iw tndltated iaeoa �� Rep., t C. 1•n:un t,';j' telly at iaj4 iUvva, A74ka : ��.•. ftG.L+O.$ ��:•` tkROSERT .W[_jj--may' t/�. 7��.y is Jomfuw SCAM/ Reile4�pn, d Land tA1t4e,�ef Ife. IB T, PSkoaoe 1�4ar' Ala�1a All Ih I harey certify #At l hare aervoyw tho *nawlna zip- ttaadbad propwty* OR At Anesenpa ie«ara=�K :��at�' q� teat the fq(% c 1�j�1aN�o+Kerala dAit�d vRt1R we w1tb�1D Oa Property"d dfto not ' R • 9 arty 741x/ ��iee�o.eh b .�y� tioeta stuvetty M aata m ; ="- C w jw 49th 1r arty .00 •M that than a» •o maw :r a QQti�� eW4L IMwni�b an aaM peopery �soept t �' iw tndltated iaeoa �� Rep., t C. 1•n:un t,';j' telly at iaj4 iUvva, A74ka : ��.•. ftG.L+O.$ ��:•` tkROSERT .W[_jj--may' t/�. 7��.y is Jomfuw SCAM/ Reile4�pn, d Land tA1t4e,�ef Ife. IB T, PSkoaoe 1�4ar' Ala�1a 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 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcell.D. n5n-an4-9A HAA# t � Expiration Date: 1h�t3� 1. GENERAL INFORMATION Complete legal description Location (site address or directions) Current Property owner(s):,.: Craig Nagunst Dayphone'529-9084 Mailing address 19034 Nan of War Eay,le River, AK 99577 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: 4 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ❑ Individual On-site fo Individual Water Storage ❑ Individual Holding tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ® 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 4 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 private or Class C well and may be reissued with new water sample results. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid 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 verify 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 type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm S & S Enpineering _ Phone 694-2979 Address 17034 H. Ea Engineer's Printed Name e River,Lh Ste:.204 rI1R6A'T C. CDL✓ 5. DSD SIGNATURE _&.-' Approved for 1— bedrooms. Disapproved. Conditional approval for River, AK 99577 Date /0/S-/0S- 5. 0/'-/oS bedrooms, with the following ROBERT C. COWAN f`? j °,' C.-8801 A, Attachments: HAA Checklist X Septic System Advisory Well Flow Advisory Maintenance Agreements Supplemental Engineer's Report Other By: ��(�, Q Original Certificate Date:_"C:- (Re, Ov02) 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 (907)343-7904 HEALTH AUTHORITY APPROVAL CHECKLIST f - Legal Description: - LT tfl5 , / aAe—T R ; ' T* ! Parcel ID: D 50— 30q—Z(� A. WELL DATA ?UFSL (C - Well C Well type _ If A. B, or C provide PWSID # _ Well Log (Y/N) Date completed _ Sanitary seal (YIN) _ Wires properly protected (Y/ Total depth ft. Cased to ft. Casing height (a ground) in. FROM WELL LOG AT IN TION Date of test Static water level ft. ft. Well productiong.p.m. g.p.m. WATER SAMPLE R�Zni LTS* Coliform s/100 ml. Nitrate mg.A. Other bacteria colonies/100 ml. Ars mg./I. Date of sample: _ Collected by: B. SEPTIC/HOLDING TANK DATA Tank Type/Material r, PT 1 C. S' Date installed Joh— 10 Z1 f LZ Tank size 1 Z 0gal. Number of Compartments Z Cleanoutsa) yrnr'- Foundation clean t ( I) YZ:e, Depression over tank (Y6 _L10 High water alarm (Ytl� Date of pumping olto 0 5 � Pumper Zr,S f c�� P 1 Xlrs C. ABSORPTION FIELD DATA Date installed 10 -/0 /I Ozgoil rating (g.p.d.M2 or felbdrm)System (..l Length , 14g_ ft. Width 2e 5 f ft. Gravel below pipe 17e V ft. i Total depth 12. ft. Eff. absorption area k�(a_ft' Monitorin�YL-1, Depression overfield_�O Date of adequacy test /D Result (Pa ail) For.4— bedrooms TT Fluid depth in absorption field before test t n. Water addedl3�gal. New depth��, in. u Elapsed Time:, min. Final fluid depth in. Absorption rate >= 00* g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/ '0type) /-D 0 If yes, give date D. LIFT STATION Date installed Size in gallons 'Pump on' level at _ in. ew Datum Cycles tested • E. SEPARATION DISTANCES 7P p U L at _ in. High water alarm level at in. Meets alarm & circuit requirements? L,9,-D44-•TZS4Z SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot Absorption field on lot Public sewer main service line lots On adjacent lots Public sewer manholelcleanout Holding tank SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: r r J Building foundation 5+ Property line S + r Absorption field 5 fi r I Water main It) f Water service line 10 •1- Surface water f d5c f Wells on adjacent lots N H SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: r 1 I Property line 10 a- Building foundation (� f Water main I b f f 1� Water Service line �Q F Surface water r C -,o 4- Driveway, parking/vehicle storage 10 Curtain drain L� KQ�dXVWells on adjacent lots F. COMMENTS �,-+« ti ::c Oc G. ENGINEER'S CERTIFICATION 1 certify that I have determined through field inspections and t�n review of Municipal records that the above systems are in - AN conformance with MOA HAA guidelines in effect on this date. t e ., ROBERT G Cow C. CdCJ/9•✓ fj#;�.C`'8801 fJ Engineer's Printed Name Date HAA Fee $ 9114),co Date of Payment�� Receipt Number-5�— (Rev. 17/01) Waiver Fee $ Date of Payment Receipt Number y c J 7T—r AS -BUILT 1 hereby certify that 1 have surveyed the following described .property- Lo7 6 5, i—Ra r -I, {� Anchorage Recording Precinct, Alaska, and that the Improve. menta situated thereon are within the rropetty lines and do not N"overlap or encroach on the property lying adjacent then•to, that no improvements on property lyingg ad'acent thereto encroach on the premises in question and Ihat here are no roadways, transmission lines or other visible easements on said property except as indicated hereon. Dated at Eagle River, Alaska this 2 ( LL day of E C I, , tq 1 n C, ? ROBERT C. 101INSON •'R c,y% SCALE: Registered Land Surveyor No. SPA.LS 1•, L,n Nix'7-0456, Eagle River, Alaska 9Q577 • Phone (9(17) 694-2547 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 (907)343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 050-304-26 HAA#dn ;Z 'c& 1. GENERAL INFORMATION Expiration Date: 2 — a 7 — O 1} Complete legal description EAGLE CREST SUBDIVISION #1: LOT 65, TRACT A ❑ Individual On-site 0 Location (site address or directions) 19412 FIRST STREET * EAGLE RIVER, AK 99577 Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address BRENT & PEGGY BUCHOLZ Day phone (541) 923-6104 Day phone CINDY LINDBLOM w/ GREATLAND Day phone 11411 OLD GLEN HIGHWAY * EAGLE RIVER, AK 99577 Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4 694-9125 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ❑ Individual On-site 0 Individual Water Storage ❑ Individual Holding tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System 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 4 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 private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid 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. Note: Alaska Water and Wastewater Consultants, Inc. shall be paid $ at, orprior to closing for the engineering services provided. 4. STATEMENT OF INSPECTION BY ENGINEER As certirred by my seal affixed hereto and as of the validation date shown below, I verify 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 type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage riles and from my investigation and inspection, the on-site water supply and/or wastewater disposal system ls(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm ALASKA WATER & WASTEWATER CONSULTANTS, INC. Address 6901 DEBARR ROAD, SUITE 2B • ANCHORAGE, AK 99504 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Engineers Comments: In conducting this evaluation, AKWWC, Inc. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines 8 Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. AKWWC, Inc. can therefore not provide any warranty or future estimate ofhow long the system will continue to meet the operational requirements of the ADEC or MOA DSO. The content of this report Is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party Is not authorized, nor will it confer any legal right whatsoever. 5. DSD SIGNATURE Approved for bedrooms. Disapproved. Phone 337-6179 Date 2 41 q /V? — Conditional approval for bedrooms, with the flowing stipulations: A. Ldess:' —7953 i j = ON-SITE `< • IATCD Awn WASTEWATER tea.• .� Attachments: ��i` • • • .. • . • •'� HAA Checklist 1� Manitenance Agreements J�//�0, Septic System Advisory Supplemental Engineers Reort �I Well Flow Advisory Other gy; C' Original Certificate Date: a—; 7 —03 (Rec ^zmi) Municipality of Anchorage Development Services Department Building Safety Division OnSke Water b Wastewater Program 47W South Bragaw St. P.O. Bon 196650 Anchorage, AK 99519.6650 www.a.anc orage ak.us (907)343-7904 HEALTH AUTHORITY APPROVAL CHECKLIST LegalOescdPWn: EAGLE CREST S/D #1: IAT 65, TRACT A Parcel ID: 050-304-26 A. WELL DATA Won" If A. B. or C provide PWSID# _ Date completed Sanitary seal (YM Cased to ft. FROM WELL LOG Date of test Static water level ft. ucuon 9.p -m. WATER SAMPLE RESULTS: Coliform colontes/100 m1. Nitrate mg./L. of sample: B. SEPTIC/HOLDING TANK DATA PUBLIC WATER Well Log (YM) -iM peprotected (YM) Casing height (above ground) in. AT INSPECTION R. 9.p -m. Other be _ Collected by: Tank Type/Material SQL Date installed 10/9-11/2002 Tank size- 1_ 250 gal. Number of Compartments 2 Cieanouts (YM) YES Foundation deanout (YM) YES Depression over tank (YM) NO High water alarm (YM) N/A Date of pumping NEW Pumper - C. ABSORPTION FIELD DATA Date intoned 10/9-11/2002 Son rating .p.d r ftt`bdrm) 1_0 System type DEEP TRENCH ,Length 44 R. Width 2.5 R. Gravel below pipe 7.46 ft. Totat depth 013.E7 R. Eff. absorption area 656 fe Monitoring tube YES Depression over field NO Date of adequacy test NEW Results (Pass/Fan) - For 4 bedrooms Fluid depth in absorption field before test = in. Water added =gal. New depth =in. Elapsed Time: = min. Final fluid depth = in. Absorption rate >= - g.p.d. Any rejuvenation treatment (past 12 mo.) (YM 6 type) - If yes, give date - D. LIFT STATION Date installed "Pump on" level at _in. E. SEPARATION DISTANCES Size in gallons High water alarm level at in. Cycles tested Meets alarm 8 circuit requirements? SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankilift station on lot Absorption field on lot Public sewer main PUBLIC WATER On adjacent lots On Public sewer manhole/cleanout line Holding tank SEPARATION DISTANCES FROM SEPTICIHOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main 10'+ Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main 10'+ Water service line 10'+ Surface water 100'+ Driveway, parking/vehide storage 3'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION I certlly 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 this date. Engineer's Printed N me JEFFREY A. GARNESS f Date 7 �i . Zm. HAA Fee $ 3 y5 . Waiver Fee $ Date of Payment o� of y Date of Payment Receipt Number Receipt Number (retw.12101) A Gamess. -7953 A Feb -22-03 3:55PN1; Page 2/2 S: nt By: NINE J CORPORATION; 90_7 694 9210; �b t ;��,'x •e?r•� t,. •; > • s,;;_ „yll»�; 'K�•,�«;<.•!++'':•J�� We- CIL •fir A �ID�• . t. • 'Y F.r• \• . f .�.•'�'+T '�' ^ ,t �♦♦.. } jry '. 1y(,.j�(y/ ��)) ' ',Y ./�a(t,.. .: . ��`'a' � .�/ i'� � .�•i `•�ti`�5ti � �\ r`L'��y•'. •I NI • . 1 �. :�.I IT I.•� • .•• /��` 7..� . ! M' Vr1y ;•l ..W Iij`,/ •. ��; �A.�.. ti ' {.- L. ; : '[ '• n a . �` a .F a,: `�t . •:Yti j'. s4' �'y-w�;; ' 3 t' . .'�•� i . �. • Vim• .r t .o ls...-ter•' R` �� t N u. r • i .. e in af % r-.. 1 }Ieie►y teitily dut 1 have iurvgytd the following gybedAS; r property* LoT 6 S 7'Rdk /14:1 iij lukhe/ts8t Pr.c+ctit Aledw -&M that, the m+P�w T b situated dw"=t aro within t1w P'O'P'r�1' tltnss W do not! ti .:. _• • ' _ Osn nt thereto "that overyparfno4�Aon1beP�D+�Y.�YR'6�1�ttrotnaoael+r •'I.. `\`. ��•r1.. •N fW i1npvgamnrf on.y�op�rty j t;•,.r 'r ori IM prt�rw in quu' ebn;ond ert ate no roadways .,f~'+% �' 'r'• Sornewtiaaion hires or other vbWe'tastalents- on Wd Ptorc; y! bWkMW 5�, : 819dd tpt at Prd RivesF �1A.y 1 itoDei i7• la' Iran leOaBRtC.) ItN50N �7►�i "'• .; { ;,c •Y. C. L[:r ...:�d Iand $wveyor No: �j�rC' moi, p � S6:.Eagl/' RIVRr Alailca 995"�r-,. , +i�~j .......e✓ 4' .rte PAA" (907) 69QW.. G L r' MUNICIPALITY OF ANCHORAGE DIVISION OF E7,7IROIZ1ENTAL HEALTH DEPARTMENT OF HEALTH A4D EWIRONMIIITAL PROTECTION APPLICATION FOR HEALTH AUTHORITY APPROVAL CERTIFICATE 1. General Information Application Date (a) Iegal,Descripticn (include lot, vision, section, taarship, range) ''r '/ -S/-) Location. {ass or directions) 1-/ S7`- - G �' a r/ ui t=GJ ( b) Applicants Na= Qi- ..f l �/9 d _�%Fi`[ Te Applicants Address re?n- 4e le, (c) Applicant is (check one) Lending Institution ; O.mer/buildar ; Buyer [-::I ; Other � (explain); (d) Lending Institution Telephone Address (e) Real Estate Co. 6 Agent Address Telephcr 2. Type of, Fesidenos Single -Family Multi -Family Number of Bedroom o2 3. tdater Supply Individual Well 5�q Camunity Other (describe) Public Note: If eanunity well system, must have written confirreticn from the State Department of Envircrmental Conservation attesting to the legality and status. Is the well adequate for the number of bedrooms specified in this H -JNA (YM) 4. Sewage Disposal Orsite M Public Camunity Holding Tank Is the wastewater disposal system adequate for the number of bedrooms (Y/N) (Page 1 of 21 2-15-84 5, 3M s n, ion I citify tha 'I have checked rified, cr conformed to all MOA HAA Cuidelines in effect on date �/ctior.. Signed Date Nano of Firm Telephone Address u 2_ : UICIh-EAI".0 Signed by SAE 1�cx Date (ENGINEER SEAL) 6.DHEP Aoproval Approved for A bedrooms Approved [;E�j Disapproved Terns of Corditioral Approval V By 41,V1 c Date Conditional 0 - The Municipality of Anchorage Department of Health and Environmental Protection does not guarantee the continued satisfactory performance of the water supply and/cr the wastewater disposal system. This approval indicates that, as of the validation date shown above, based on the data and information furnished by an engineer registered in the State of Alaska, the water supply and wastewater disposal system is safe and func- tional for the rumber of bedrooms and type of structure indicated. (DHEP SEAL) 7. Mail the HAA to the following address: KB2/d5/s [Page 2 of 21 2-15-84 A. WELL DATA W MUNICIPALITY OF ANCHORAGE (MOA) HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 MLINICPAUTY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION MAY 16 1984 RECEIVED Well Classification / If A, B, or C, D.E.C. Approved(Y/N) Well Log Present ( Date Completed G! GC Yield _ 66??71 Total Depth LC Gc 4J *Cased to /%U f Depth of Grouting Static Water Level //O Pump Set At %c Casing Height Above Ground �3 D �` Sanitary Seal on Casing Y ) Electrical Wiring in Conduit I(' T) 1i4o4CLCtf' Depression Around Wellhead Separation Distances from Well: To Septic Tank on Lot d�5 0 ; On Adjoining Lots /Go f To Nearest Edge'of Absorption Field on Lot/'P0 On Adjoining Lots /li 4 f To Nearest Public Sewer Line /U ZA To Nearest Public Sewer Cleanout/Manhole N To Nearest Sewer Service Line on Lot Water Sample Collected By —Vt S�'/1. lz; Date s, /3 9 � Water Sample Test Results S/E1 7 / F!9 c -,Pa it 4- / / S /,U cL /aUl t1 L ♦1 ?e— /J- A-) 0 Pi74L. -7 ? rI�/ B. SEPTIC/MWPr TANK DATA L✓ E! L X 6,4j S/ U/'- 0,— [Page F Date Instal / I7 L Size Z4:�941 U No. of Compartments Standpipes ( Air -tight Capsrsi& Foundation Cleanout ) Depression over Tank Date Last Pumped 7 Pumping/Maintenance Contract on File (Y ya A ; for Holding Tank High -Water Alarm ( /7 Temporary Holding Tank Permit (Y& 4 Separation Distances from SepticTank: To Water -Supply hell lJ o / To Building Foundation Z To Property Line �� To Disposal Field 73 To taster MsirrServioe Lire .3J i To Stream, Pond, Lake, or Major Drainage Carie [Page 1 of 21 2-15-84 Soils Rating in Absorption. Strata /;?Z? Type of System Design yc- I Date Installed Length of Field Z P Width of Field _� a Depth of Field / Lf Gravel Fed Thickness e Square Feet of Absorption Area Standpipes Presen ( t) Depression over Field Ag Date of Last Adequacy lest ALS Results of Last Adequacy lost / •P U- / Separation Distance from Absorption Field: To Water -Supply Well /010 To Property Line /G To Building Foundation ZO To Existing or Abandoned System o, Lot �O t On Adjoining Lots If ZA To Water Nat?VService Line fD O ,/C To Cutbank(if present) To Stream/Pond/take% Major Drainage Course /.-,/ l714 To Driveway, Va 1;4R@ Azea,Vehicle Storage Area 3-0 / Commments ON ,-74 411-r4J-7' G' iU 1-0-7- G tl� D. LIFT STATION Date installed Dimensions Size in Gallons Manhole/Access (YM) "Pump On" Level at I "Pum Off" Level at High Water Alarm Level 14 Vent (YM) Tested for ing Cycles during Adequacy lest. Meets MOA Electrical Codes(Y/N) Comments ** Check Permitted Bedroom Rating Against HAA Request ** I certify t I hqve the d, verified, or conformed to all MOA HAA Guid�ne§.r �in effect on the of ns ion. Signe Dat@ O •'�� . 4, 4. CreRl",' MOA No - KBl d5%40 ;3tR1VLr� y ^7� �ti, (Page 2 of 21 2-15-84 r�ll MUNICIPALITY OF ANCHORAGMUNICIPALITY OF ANCHORAGE d n /, A&11 -t \ DEPT. OF H�MRFMENT OF HEALTH & ENVIRONMENTAL PROTECTION IRONMENTAL FF.OTECTION Sn L Street . Anchorage, Ah"a 59501 JAkzz-�,aq -Vl) JUL2 1 '�►VIRONMENTAL ENGINEERING DIVISION I Cees�o.e...r Telephone 284.4720 s f�S A*An �pp REOAbG fi4 *af®VAL OF INDIVIDUAL WATER AND SEWER FACILITIES DIRECTIONS: Complete all parts on page 1. Incomplete, requests will not be pros aced. Please Blow toot 1101 days for Processing. 1. PROPERTY OWNER OOF o E C—PtTtE X One ❑ Four OtherIgLA PHONE MAILING ADDRESS 3 R i35 �A �' / Fl K. 9/(757 ❑ MULTIPLE FAMILY PROPERTY RESIDENT (If different from above) 7. WATER SUPPLY PHONE I 2. BUYER MAP -K ),jD iECEor - f *ATTACH WELL LOG. A well log is required for all wells drilled PHONE X33-7d8� MAILING ADDRESS'? A �AX ❑ PUBLIC UTILITY 010 (/ a S. SEWAGE DISPOSAL SYSTEM T. LENDIN 1 TITUTION INDIVIDUAL/ON-SITE" PHONE o If system is over two (2) years old an adequacy test is required MAILING ADDRESS NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REOUEST BEFORE PROCESSING CAN BE INITIATED. 4. REALTOR/AGENT PHONE 0 00%4(:L- MAILING MAILING ADDRESS /- ((�� A C947 - 1 tK . 5167 Ln1 LA- '�70..s n..A1* _ 5. LEGAL DESCRIPTION Lo -r ioS STREET LOCATION - *, I Cees�o.e...r eeder — e e� s f�S A*An 5. TYPE OF RESIDENCE NUMBER OF BEDmurims SINGLE FAMILY X One ❑ Four OtherIgLA ❑ Two ❑ Five ❑ MULTIPLE FAMILY ❑ Three ❑ Six 7. WATER SUPPLY INDIVIDUAL' *ATTACH WELL LOG. A well log is required for all wells drilled ❑ COMMUNITY since June 1975. For wells drilled prior to that date, give well ❑ PUBLIC UTILITY depth (attach log if available.) -Z5 r>• S. SEWAGE DISPOSAL SYSTEM INDIVIDUAL/ON-SITE" "If individual/on-site, iveinstallationdate/97/—A aWV /97 g �>— � % If system is over two (2) years old an adequacy test is required ❑ PUBLIC UTILITY by this Department. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REOUEST BEFORE PROCESSING CAN BE INITIATED. rzuiuwrial �, O �7 too tom �WtP9 r THIS SIDE FOR OFFICIAL USE ONLY INSPECTION APPOINTMENTS DATE RECEIVED _ TIME TIME TIME DATE DATE DATE INSPECTOR INSPECTOR INSPECTOR DIRECTIONS: 1. TYPE OF RESIDENCE ❑ SINGLE FAMILY ❑ MULTIPLE FAMILY NUMBER OF BEDROOMS ❑ ONE ❑ THREE ❑ FIVE ❑ OTHER ❑ TWO ❑ 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 DATE INSTALLED INSTALLER - ❑Septic Tank or ❑Holding Tank Size: If Tank is homemade give dimensions: SOILS RATING - TYPE OF TANK MANUFACTURER - TOTAL ABSORPTION AREA MATERIAL. - 4. DISTANCES WELL T0: Septic/Holding Tank Absorption Area Seer Line w Nearest Lot Line Absorption Area to nearest Lot Line 5. COMMENTS 0 ---APPROVED FOR BEDROOMS ❑ CONDITIONAL APPROVAL (letter must accompany certificate) ❑ DISAPPROVED DATE © ^^ BY T LEGAL DESCRIPTION 72-010 (Rev. 3/78) CHEMICAL & G JLOGICAL LABORATORIES F ALASKA, INC. TELEPHONE (907)-279.4014 ANCHORAGE INDUSTRIAL CENTER —4 274.3364 6633 8 Street Drinking Water Analysis Report for Total Coliform Bacteria TO BE COMPLETED BY WATER SUPPLIER TO BE COMPLETED BY LABORATORY WATER SYSTEM: I.D. NO. Water System Name (/ Phone No. Mailing Address qty State Zip Code SAMPLE DATE: m = G, n Mo. Day Year SAMPLE TYPE: O Routine O Check Sample (for routine sample with lab ref, no. t O Treated Water O Special Purpose ❑ Untreated Water SAMPLE Time Collected NO. LOCATION Collected By 2 I r or CJ— A I 10: 4'o PO v . 3 1 I 4 5 Analysis shows this Water SAMPLE to be: ❑'Satisfactory ❑ Unsatisfactory ❑ Sample too long in transit: sample should not be over 48 hours old at examination to indicate reliable results. Please send new sample. Date Received Time Received Analytical Method: O Fermentation Tube O Membrane Filter Lab Ref. No. Result' Analyst I I m I I m � m •No of co sll DOW or No. of PoHM poNOM 06.1220(b) BACTERIOLOGICAL WATER ANALYSIS RECORD Rev. 1970 da Cplette0 sour" READ INSTRUCTIONS a.m. , Data Rer:elved Time RetNved p.rn. Lab. No. Hours BEFORE EMB Brom 24 hours, Broth 44 houra, COLLECTING SAMPLE Multiple Tube Raoort, 10ml Tubes PodttmrroW 10ml PortlOnS Membrane FMern Olract Count Collform/100ml Verification, LTB BOB Final Membrane Fitter Results ' Coilform/100ml i Reported BY Time• a.m. P.M. ~ r DAVID A. SLENKAMP • r A - ' ' y MECHANICAL ENGINEER 694.9055 August 4, 1980 Joe Grove c/o Grentland Renit;-r ATTEIlTION: Joyce P.o. Box 633 Fatale liver, Al iska 99577 Donr Ma. Grovel R08ERT A. SHAFEh CIVIL ENGINEER 6942979 MUNICIPALITY OF ANCHORAGE DEPT. OF V7ALTH & ENVIRONMENTAL i GJTECTION AUG 5 1980 RECEIVED Reference: Lot 65; Tract 8; Engle Crest Subdivision A :.ew•r system adequacy tent wns performed on the system loented on the referenced property on August 2 and 3. 19"0. The septic tank was pumped and verified to have a capacity in excess of 600 gnllons. The seepage pit was charged with anproximately 750 g,,llons and at the end of o 24 hour period all the :ester that had been added had percolated out of the crib. It can be concluded from the above test that the sewafe system is currently adequate for a one bedroom home. If we rr^ be of further nssist-ince., plense do not hoaitnte to call. Sincergly, f�JS Yf/A' 'S.!.IVESnP E. $'.S/ss cc: A!unicinnlit? of Anchorage Depnrtment of Hn,lth and Environmental Protection Peoples Hnnk and Trust Ai"fE'!TION: S`drley Hall SRB 196X EAGLE RIVER, ALASKA PASE 0 3 17 Pn Ccwi,.,,r. Ci'.. r -w A.r . for and In 11 ral,tn ort. Ili • or - n D, I iw- ($L7. it aill c', ---r -j,Iijv)I or., 1 ✓ ryt k-, Aa' d. -V'1 WAIIX: !" to dh- -I!, D. n a ',ll' "' it, V. Ru !.v.d and +.:•:• .;•, of 1,c. Pact A F,,I^ Cr.t S.b�r'; : ,n t Gr -"I f,, a r r; n,. r t:,- D' -Ito, t -e N rVi 't of L-.-? r. -W, 0 f A or t••. F-, t. 1, : v al or r,i o. A Lot !'1 17.,Io C,..+t rd ,-nrd.n,t to P1.1t. ?:n. 6)-7, . In -J.! &,,,.. Rordi,.g CL—trio,.;! ril .1 ... Jit,.tl V..itract, ri.11, or AI -1,a rqu.-d t,.I-. of' A: ri 1. 1977. Q,t oiw A. V., im STAT_ Of ALCKA TIORD DISTRICIr lhi.i I:i to v'rt&;, it at. on t -.it 411 of 4; 61, IM, V,1 m(t;r.a,7vd!:Otav,' 111-110. a.; av d Citrin' A. I'., r.: "__to mt and to M. to b -je 11d*Vld'AI it d ol I l- o oar coldto'! rll` ^n.; in. t", oli liol " n'.1 A0 I to V.11. lr_!.- si,,ii Lb,e. smn o .o r�t:at.d vq&tart I; for V., it it I wl o.- min Ltatrd. wi i..,a rvrd orr,ciai I . -1,; 7 It Wa Ibunicipality �{ of �� L 4• ! 1,,��1� Anchorage n �usA.42-1�-4� P� 825 "L" STREET ANCHORAGE, ALASKA 99501 (907) 264 4111 GEORGE M. SULLIVAN. MAYOR DEPARTMENT OF REALTII AND ENVIRONMENTAL PROTECTION August 13, 1980 Joe/Sue Grove Star Route nox 1354 Eagle River, Alaska 99577 Subject: Lot 65 Eagle Crest Subdivision In addition to completion of items mentioned in our July 30, 1980 letter, the following will need to be done: (� ) An easement agreement from the neighboring lot, �\ because a part of the sewer system is on that lot. (2) The well is a six(6) inch casing with four(4) inch casing inside the six(6) inch casing. The well should be sealed so that it is water tight. This will need to be reinspected by this department when corrected. If there are any further questions, please call this department at 264-4720. Sincerely, Robert C. Pratt, R.S. Associate Specialist RCP/ljw cc: Peoples Bank and Trust Mortgage Loan Department Pouch 7-007 99510 Joyce Gardner 8 Greatland Realty Post Office Box 633 99577 n Municipality of Anchorage 825 "L" STREET ANCHORAGE, ALASKA 99501 nu2c�. (907)264-4111 l-\oi-RU GroHOr M. SULLIVAN. MAY014 UrrANT%-[NT0f IIFALT14 AND ENVII10N•,1ENTAL PROTECTION July 30, 1980 Joe/Sue Grove Star Route Box 1354 Eagle River, Alaska 99577 Subject: Lot 65 Eagle Crest Subdivision Approval for your individual sewer and water facilities cannot be granted until the following items have been completed: (1) The water analysis report be delivered to this department from Chem Lab, 5633 B Street, for our review. (2) Locate the sewer system and expose the standpipes to the seepage area for our inspection. If the septic tank is fifty(50) feet from the well and and the leaching area 100 feet away, the following needs to be completed: (a) The septic tank pumped with'a receipt submitted to this department. The total number of gallons need to be on the receipt to verify the size of \Vn` the tank. This will need to be verified by a registered engineer prior to submittal. (b) An adequacy test be performed on the existing leaching area. This test will determine if the system is adequate according to National Standards. A listing of private firms performing the test is enclosed. This report needs to be submitted to this department for our review. �! l al -t-'- ova 600 _�Tr\• © 1'VAP� Job/Sue Grove July 30, 1980 Page Two If the sewer system is less than the required distance, an upgrade would be required. Prior to the upgrade, a soils test will need to be obtained so that a permit may be issued by this department. (3) The well is a six(6) inch casing with four(4) inch casing inside the six(6) inch casing. The well should be sealed so that it is water tight. This will need to be reinspected by this department when corrected. If there are any further questions, please call this department at 264-4720. Sincerely, Robert C. Pratt, R.S. Associate Specialist RCP/ljw cc: Peoples Bank and Trust Mortgage Loan Department Pouch 7-007 99510 Joyce Gardner % Greatland Realty Post Office Box 633 99577 0 Eagle Ri „ter Area /-/q-77 )AC. 1-,20-77 ANCHORAGE AREA BOROUGH of Environmental Quality Los. chorage, Alaska 99503 274-4561 Date Received January 10, 1977 Time of Inspection /I -,V-) of),. Date of Inspection ST FOR APPROVAL OF SEWER & WATER FACILITIES FOR V.A. 1. Approval requested by: Lomas and Nettleton Company Mailing Address: 4449 Business Park Boulevard Phone: 274-7661 2. Property Owner: Catherine A. Mason Phone: Mailing Address: % Realtor, Brian Kent 276-4163 3. Legal Description: Lot 65 Tract A Eagle Crest 4. Location: NHN First Street, Eagle River 5. type of facility to be inspected Single Family No. of bedrooms 2 6. Well Data: A. Type Individual B. Depth 9 C. Construction "W141- D. Bacterial Analysis 10•A 7. Sewage Disposal System: On—site system A. Installed B. Installer C. Septic Tank: 1. Size �Q(KT� 2. Manufacturer D. Seepage Pit: 1. Absorption Area 2. Material E. Disposal Field: Total length of lines S. Distances: A. Well to: Septic tank , Absorption area Sewer Lines Nearest lot line Other contamination B. Foundation to septic tank Absorption area C. Absorption area to nearest lot line EQ -034 (1/74) Page 1 of two pages MUNICIPALITY OF ANCHORAGE MUNICIPALITY OF ANCHORAGE DEPT. OF ALTH a DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION ENVIRONMENTAL EPROTECTION 2510 East Tudor Road, Anchorage, Alaska 99504 276-2221 REQUEST FOR APPROVAL OF JA.N 10 1977 INDIVIDUAL SEWER and WATER FACILITIES RECEIVED 1. Typeof Inspection: CMRO VA X FHA CONY 2. Property Owner: a . �(() 0 ."l Mailing Address: —( d ��i�-r 'ef o , Day Phone: 3. Name of Buver.�LW__c_,0 A P nl Al It 4 kr Mailing Address: r.`�3r' 7 I( i T« /l it -r / Zet" A �DGay Phone:_ � 7,;?- e?-'-375)� 4. ,Name of Lending Institution ."-iP ?i(/% d� �� i ! ! t ��( . 6) . A Mailing Address:77 77 I1 CCO (/r F p/J %r� Z�/-Phnnn• ��%T�' Name of Realtor or Agent:_ 04 (a 1A / MailingAddress:3� �1Q0 c'„ i 4 Phone:_ r?7G, —(/de � 6. Legal Descripti Location: 7. Type of Facility to be Inspected:LY el L d O (!'J�Q/✓ No. Bdrms. 8. Water Supply Type of Supply: Public Utility Individual 'K If Individual, number of dwellings presently served If Individual, depth of well 9. Sewage Disposal System 176) Type of System Public Utility Individual (on-site)--<- If on-site) -< If Individual, date of installation Pbge 2 of two pages - Requ�Jor Approval of Individual Se%c `"'i Water Facilities tM' Description Lot 65 Tract A Eagle Crest Comments Approved Disapproved Date _^f/n 77 App a1�Valid for one year from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM M I I certify that the information contained in 1 /o„ C'$Pe� 47 I accurate representation of the subject sewer and water facilities and these facilities age operating satisfactorily. SIGNED Date EQ -034 (1/74) �. Qu -nn QmaJ - 4� CruA OQ 1LLn L--� _ La44 co - 1 bo6xl do Iso OutLlu t �NQ) L#44 F1t�aw - . _iftb 'la ' 3.... Qousv, CTn LDT4 �Ia� 4co ,..,tuoL,:� 1--.o"aL �,�Is1ba. Gel CI� IL -A' LT W90 u,,, �- : i 0e.1220;ai Rer. 1973 ALASL �..ARTMENT OF HEALTH AND SOCIAL SERVICC . DIVISION OF PUBLIC HEALTH INDIVIDUAL AND SEMIPUBLIC DATE BACTERIOLOGICAL WATER ANALYSIS INDIVIDUAL ❑ SEMI-PUBLIC CHLORINE RESIDUAL PPM _ REPORT RESULTS TO r I NAME f..__ I ADDRESS CITY ZIP CODE - 7 O SOURCE '. lab No. OFFICE Analysis shows this Water SAMPLE to be: So/iffvpory ❑ Unsatidodory 0 OuoYonoble ❑ Sample too long In transit; Nnieple sbould not be over 48 hours old at examination to indicaN pliable much. Phar send new sample. • Battle brcien in tramit, pleose tend new sample. SANITARIAN'S REMARKS COMPLETE THIS SECTION ^ ONLY IF WATER IS AN INDIVIDUAL SUPPLY SAMPLE COLLECTED BY- - j j DATE COLLECTED TIME COLLECTED Sample CoiMcled From ❑ Kitchen Top ❑ Both,.. Top ❑ Ba»Ment Top ,'. 0 Other (List) Wal[— a Dug 8 Driven ❑ Drilled E] Bared it SOURCE: Spring Clore,. O ONnr, - ' 1 D. W.B w Clam C.m".tien: - �f Walls—❑Wood Conu.b Mp.l Tib Bricker To — ❑ Wood HC8 Metal B r Open Top 0 Concrete LOCATION: ❑ In Bo ..... I ❑ Basement Offs., ❑ Under Nouse - Qln Yard ❑ Other Wilding Sews Septic _ DISTANCE TO: er Other Drainage Plp. F«r. Tank F..t. n _. Tile Seepage Cess- • FWd Feel. Pit Feet. Pool Feet. Privy F«t. OtMr Passim. ' So.rces .1 Commination MATERIAL: Building Sewer • [3 Cost Iron ❑ Wood ❑ Tib ❑ Fibre ❑ Asbestos ' ❑ Nastic Joint Material - Type Cement GENERAL: Does WoNr Become M.ddy or Discolored? ❑ Yes ❑ No Whin? Diameter of Well Depth Feet. Well Casing Mebrid Diameter Depth tessgth e/ Water Depth Drop Pipe From B.nom Feet. In PUMP LO ❑ In Well ❑ Balsem.nt ❑ In Ba»mens ❑ RoomilFy 0.CATION: ❑ Of W1 ❑ Olhr PURPOSE OF EXAMINATION: Illness Suspected? ❑ Yes ❑ No New Source of Supply? ❑ Y., 0 No Repan. Io System? ❑ Yes ❑ No Signature 06.1270 (b) BACTERIOLOGICAL WATER ANALYSIS RECORD Rev. 1977 READ INSTRUCTIONS % ' am Dat. Ri..l..d T�' Tim. R.c.iwd ems lab. No. `lac Lapse beth - 10ac IOcc 10.c INC 1.0.. I.tkc ON 24 Hears M Brilliant Green REVERSE SIDE 24 Naar' /g Hours EMS AGAR BEFORE Last.. both, 24 hrs. A hes. Grams W. Coliform Dindty - (Most probable No. per ID&I) MF Rewhs COLLECTING SAMPLE Mporled by - a.m. Date This analysis indicates Coliform Oponisms to be: / Absents Present