Loading...
HomeMy WebLinkAboutPARADISE VALLEY BLK 9 LT 2Paradise Valley Block 09 Lot 2 #020-414-14 Municipality of Anchorage Page of 3 DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: W 9�G�3a PID Number: 0aL)`9/y /y Name: , �C/,W/S 3 S;rCPNA,�I/C me M11 -1-11W Wastewater System: ZLNew ❑ Upgrade Address: 3r5/,_,?0 Sodl,lAkCIP �iuE ABSORPTION FIELD 4;1c1JoL146C Ae Phone: .j `1 J O `7� No. of Bedrooms: ❑Deep Trench ❑Shallow Trench 0 Bed 11 Mound ❑Other LEGAL DESCRIPTION Soil Rating: Total Depth from original grade: / I • S GPD/Sq. . Ft. + a S9ry Lot: `� Block: /� Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe C- 7 �'A�I-SE (iAGGLy fO.S Ft. -S Ft. Township: Range: Section: Fill added above origigal grade: Gravel length: 3 Ft. //__ (d/ o Ft. WELL: El New ❑ Upgrade - Gravel width: Number of lines: Distance between lines: /S Ft. .J - S Ft. Classification (Private, A,B,C): Total Depth: Cased To: $, '. Total absorption area: � Pipe material: PR 1 at�1'L' � /(y,3 Ft. 07(, Ft. OO SO. Ft. AST/V �3U,3)/ F'rS'/O Driller: ALPI- C Date Drilled: 7-/&-917 Static Water Level: 7 Installer: Date installed: 1 Ft. 7 WC % _5,-9e Yield: I Pump Set at: `✓-/ 1 Casing Height Above Ground: TANK p� .5 GPM X Ft �2 Ft. SEPARATION DISTANCES 4 Septic ❑ Holding ❑ S.T.E.P. - To Septic Absorption Lift Holding Public/Private Manufacturer: Capacity in gallons: From Tank Field Station Tank Sewer Lines p ; - M/C/e 00 1300 Well. /001 /00 ds f Material: [ yL-`�//YLC Number of Compartments: Surface Water Water /00 f /DO �/ STATION Lot/ 9/ Size in gallons: Manufacturer: Line / Foundation / 2 ,33" ✓ !_�/ / "Pump on" level at: "Pu level at: High water alarm at: Curtain ,(//J Pump Make el Electrical Inspections performed by: DrainNaF/C N0�/� Remarks: c) f, d, , BENCH MARK Location and Description: T M = SACle fav R Assumed Elevation: /D Ort �t ISENGINEERING 17034 Eagle River Loo Road N Inspections by: °D �s:1st J --r) J- 98 / performed Y:.:,,a:, as a 2nd %-25-98 �tf,A -n "`S" ROBERT C. COWAN r �� r , �rJ,", CE -8801 \��m Department of Health and Human Services approval 1-11/141, C L ( Z- L I ' • " Reviewed and approved by:i .(_10tlo Date: ,,;� 72-013 (Rev. 9/91) MOA 25 PERMIT NO. SW980252 PACE 2 OF 3 Municipalit of Anchora e DEPARTMENT OF HEALTH AND HUKAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 *Anchorage, Alaska 99519-6650 • Telephone: 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT / LEGAL LOT 2, BLOCK 9. PARADISE VALLEY P.I.D. NO. 020-414-14 LOT 1 i / A /RES S \ ARIEC A STH � / NJ N V NEW 1300 GAL. POLYETHYLENE SEPTIC TANK NEW BED \-"" NN LOT 3 \�Ul� NNN \ DBL2 \ `NN \ `. \'1% ~0 100' WELL RAT N > >2 1. �, SCALE 1" = 40' 6� UT/.� ` ALT. < FSMN SITE E 'T�,� LOT 35 LOT 3 <S 4 ROBERT C. COWAN CE-8801:,`•e���e PERMIT NO. SW980252 PAGE 3 OF 3 Municipalit of Anchora e DEPARTMENT OF HEATH AND HUK"AN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 19GG50 • Anchorage, Alaska 99519-GG50 • Telephone: 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 2, BLOCK 9, PARADISE VALLEY P.I.D. NO. 020-414-14 STI ST2 91.6' FINAL GRADE NEW _INSULATION 89.0' 1300 GAL 88.7' S.T. MTI COI CO2 MT2 89.5 916 87.2' 87.2' Cn,sT,r,nry ,HVEn.rs) WATER FOUND 80.9' 78.9' H.O.H. 9' { FINAL GRADE _ INSULATION :f N. T. S. 11111 11 1VVV 1111 Vi'JJ Ill IVL3131 3)L.31L.31 t11V1 1311\ 31V1 3VVIV-IVLUVL 11 1L/iJ ❑ public supply ❑ other 571CK-UP ft, biam: ry in. ta�Ci f4 Casing type; ` r �� n. to � 1t 4CASING WELL INTAKE OPENWG TYPE: ❑ open end ❑ screened STATE OF ALASKA DEPARTMENT OF NATURAL RESOURCES DIVISION OF MINING & WATER MGMT LOCATION OF WELL WATER WELL RECORD BOR000H Su9Drv*oN LOT 9LOCK SECTION OTRS SECTION TOWNSHIP RANGE �EA1OIpN caCj ❑N ❑E ❑S ❑w LOCATION/SKETCH: WELL OWNER: i _ w % DEPTHS MEASURED FROM -.❑casing top ❑ground surface WELL DEPTH: DATE OF COMPLETION I Depth of hale -,—Z fo.� ft 1 BOREHOLE DATA: Depth Depth of casig:-e.® —ft Material Type and Color From Tot I 0 0 J ` DEPTH TO STATIC WATER LEVEL.- EVEL:ft below ® top of casing ❑ ground surface It Date; METHOD OF DRILLING: /'5 air rotary 0 cable tool ❑ other USE OF WELL; `a domestic ❑ irrigation ❑ monitor ❑ public supply ❑ other 571CK-UP ft, biam: ry in. ta�Ci f4 Casing type; ` r �� n. to � 1t 4CASING WELL INTAKE OPENWG TYPE: ❑ open end ❑ screened ❑ perforated � open hole Depths of openings: to It SCREEN TYPE: Diam: in. SloVMesh Siae: Length: It GRAVEL PACK TYPE: Volume used: Depth to top: GROUT TYPE: ' » OIUr'TI`tr Depth: from It to It DEVELOPMEAIT METHnn. el�. J _ PUMPING, LEVEL AND YIELD: 167 4 it after ";- hm pumping .2 . S gpm PUMP INTAKE DEPTH; It Horsepower: WELL DISINFECTED UPON COMPLETION? C3,YES ❑ NO CONTRACTOR INFORMA ON• REMARKS: PLEASE MAIL ION OFWHITEMINI COPY OF LOG i0; i e=s`pre�s 4weta - atm a DNR/DIVISION OF MINING &WATER MGMT 2601 C St, Suite 600 IN_. S& Date: 7 /,A 7 i l ;i ROBERT C. COWAN, P.E. ROBERTA. SHAFER, P.E. CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 HEALTHAUTHORITY RECEIVED APPROVALS JUL 28 1999 Municipality of Anchorage Municipality of nnServi® SEWER&WATER DEPARTMENT OF HEALTH AND HUMAN SERVICES r Dept. Health &Human Services MAIN EXTENSIONS 825 L Street P.O. Box 196650 Anchorage, Alaska 99519-6650 SEWER & WATER INSPECTION �2 REFERENCE: Z % c�Lo c k- 01 P jA41J1Sf VVLc /j y ENGINEERING STUDIES ANDREPORTS The septic in ections for p p he referenced property were performed on s- / a and 7 a G /q y . Prior to submitting the On-site Wastewater Disposal System and/or Well Inspection Report we are waiting for theAs4°,I-' su��ry/�� nen, to be WELL &FLOWTEST TION completed. { If we may be of further service please contact us. SITE PLANS Sincerely, ROAD DESIGN Robert C. Cowan, P.E. SOILTEST PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS ON SITE WASTEWATER DISPOSALSYSTEM DESIGN 17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER, ALASKA 99577 O'l Un Lute y MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT PAGE 1 OF 2 PERMIT NUMBER:SW980252 DESIGN ENGINEERS & S ENGINEERING DATE ISSUED: 7/21/98 OWNER NAME:DENNIS AND STEPHANIE MCMILLIAN EXPIRATION DATE: 7/21/99 OWNER ADDRESS:3420 SPINAKER DR. PARCEL ID:02041414 LEGAL DESCRIPTION: PARADISE VALLEY BLK 9 LT 2 LOT SIZE: 19683 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) . (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: THE SAND USED IN THE FILTER LAYER MUST BE A CLEAN COARSE SAND WITH 45*6 OR LESS PASSING THE 4100 SIEVE AND 2% OR LESS PASSING THE #200 SIEVE.ASIEVE ANALYSIS MUST BE PROVIDED ON THE SAND USED OR OBTAINED FROM AN APPROVED SOURSE. THE FILTER USED SHALL BE A MINIMUM OF 2 FEET THICK AND NO DEEPER THAN 2 FEET FROM ORIGINAL GROUND SURFACE. RECEIVED BY: ISSUED BY: 0 DATE: -7-ZZ-qgj DATE: 7 _.�4 %- 9 9 mumelpa i -y ofAnchorage � Department of Health and Human Services Rick Mystrom, 825 "L" Street1 L'7 Mayor P.O. Box 1.96650 Anchorage, Alaska 99519-6650 343-4744 September 17, 1997 Richard W Crick 1301 Bannister Drive Anchorage, Alaska 99508 3925 Subject: Lot 2 Block 9 Paradise Valley Subdivision Permit #SW960299, PID 4020-414-14 The subject permit, issued September 17, 1996 by this office for a single family well and/or on-site wastewater system, has expired as of September 17, 1997. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by the expiration date. If you have drilled the well, a well log must be sent to this office for documentation of the installation and to close the permit. If a licensed Professional Engineer has inspected the installation of the on-site wastewater system, the original as -built inspection report must be sent to this office for review, approval and documentation. All inspection reports must be submitted within 30 days of construction completion. When applying for a new permit, the fees are: $320.00 for an on-site wastewater permit; $120.00 for a well permit and $440.00 for a combined on-site wastewater and well permit. If you have any questions, please call this office at 343-4744. J ely, r��4 s ,M Cross, P.E. m Manager On-site Services enc: Copy of Permit S & S Engineering MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW960299 DESIGN ENGINEERS & S ENGINEERING OWNER NAME:CRICK RICHARD W OWNER ADDRESS:P.O. BOX 141993 ANCHORAGE, ALASKA 99514-1993 PARCEL ID:02041414 LEGAL DESCRIPTION: PARADISE VALLEY BLK 9 LT 2 LOT SIZE: 19683 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: PAGE 1 OF 2 DATE ISSUED: 9/17/96 EXPIRATION DATE: 9/17/97 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80)'. 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) . (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. ,SPECIAL PROVISIONS: ,THE SAND USED IN THE FILTER LAYER MUST BE A CLEAN COARSE SAND WITH 4% OR LESS PASSING THE #100 SIEVE AND 2% OR LESS 'PASSING THE #200 SIEVE. A SIEVE ANALYSIS MUST BE PROVIDED ON THE SAND USED OR OBTAINED FROM AN APPROVED SOURCE.. THE FILTER USED SHALL BE A MINIMUM OF.2 FEET THICK AND NO DEEPER THAN 2 FEETIGINA,peGROUND SURFACE. RECEIVED BY ISSUED BY: !�� DATE. I 1'1 g -t q c DATE: HEALTH AUTHORITY APPROVALS SEWER&WATER MAIN EXTENSIONS SEWER&WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOILTEST PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS ONSITE WASTEWATER DISPOSALSYSTEM DESIGN August 28, 1996 MUNICIPALITY OF ANCHORAGE Department of Health and Human Services P.O. Box 196650 Anchorage, AK. 99519 REFERENCE: Lot 2, Block 9, Paradise Valley SID ROBERT C. COWAN, P.E. ROBERTA. SHAFER, P.E. CIVIL ENGINEERS (907) 694-2979 FAX(907)694-1211 Request you issue a permit to drill a well and install a septic system to serve the proposed three bedroom house on the referenced property. Test holes were excavated and percolation tests performed. The approximate location of the test holes are located on the attached site plan. At the time of excavation, water was encountered in test hole #1 at 7 feet and no water was encountered in test hole #2. After seven day ground water monitoring, the monitoring tube in test hole #1 was found at 5.5 feet and test hole #2 was found to be dry. This property has enough area for a future septic upgrade which can be seen on the attached site plan, We do not anticipate any adverse effects on neighboring wells, septic systems or drainage patterns by the installation of the proposed septic system. If you require additional information, please contact us. Sincerely, &/,� 60�sev� Robert C. Cowan, P.E. RCC/gk Enclosure E NVIRONME MUNICIPALITYTAL OFANCII RAG, NTAL SERVICES DIVISION SEP 04 1996 RECEIVED 17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER, ALASKA 99577 SITE PLAN D E & G N GOLDEN VIEW DRIVE m< / / L / (10" -Qo/j —1cn - •01 MC) c� As(GyJ O � / / O M�Lo ca SCO \ \QF- ol m -u> U1 iz�rrl x p� p % It \ t7 O QD�ND�N D U. I / i ' "'d / D —I ' (n O bEJ as F- O/ �° / tnp� II li O ca O O /O>r-> W W CrJ p c/) DOOrZ Ir / O. mO -i i ' Orri ` �T O r Q�DD-moi'.%! ''➢m0° // / W 4�rSF9 L J O 'L / / l zM ezn�' n / v �zy N > o� -NIZm fD/1ZU m // nrMj�KM 0� W \� 1 ?ZVDIN y=N N 0 o3oCi�ina 00 m Ny�OUZr �m�OnS� ZU „�-CCyyzD� w mm Z�-VrO�M 2 N0 A Amp o SAA of N ooy zi O A Z VI W AlPoqL oot mom' gam! p E Ni O� s-, 1" 40' SCALE c)Z*� tr, o0 O' - r+ C tir o�umo AO -1z -,,x z�ZA . \ p�00 Zy� �yz -<J<- \ 9� XON ti \ ZO m co Dmf r/ �m O o Uiy Z Hc� O / O z / SITE PLAN D E & G N GOLDEN VIEW DRIVE m< / / L / (10" -Qo/j —1cn - •01 MC) c� As(GyJ O � / / O M�Lo ca SCO \ \QF- ol m -u> U1 iz�rrl x p� p % It \ t7 O QD�ND�N D U. I / i ' "'d / D —I ' (n O bEJ as F- O/ �° / tnp� II li O ca O O /O>r-> W W CrJ p c/) DOOrZ Ir / O. mO -i i ' Orri ` �T O r Q�DD-moi'.%! ''➢m0° // / W 4�rSF9 L J O 'L / / l zM ezn�' n / v �zy N > o� -NIZm fD/1ZU m // nrMj�KM 0� W \� 1 ?ZVDIN y=N N 0 o3oCi�ina 00 m Ny�OUZr �m�OnS� ZU „�-CCyyzD� w mm Z�-VrO�M 2 N0 A Amp o SAA of N ooy zi O A Z VI W AlPoqL oot mom' gam! p E Ni O� s-, SCALE 1"+1 Z l7 O � D m I I I 3'4 I I I I I I I I 5 r r D04rn r F— �f n m lo to tl m� I3 I I _ _ � I D I I F- > m I � I � r� I I I I I I 3'4 I I I I I I I I 5 r r D04rn r 0 �f n m rp tl m� dLIJ am{ 'Co n 0 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: I C'�/A'fl— /) C;e t G k,- (43,7— rL /,3 1_ G /T q LEGAL DESCRIPTION: r-4/14 o/S, 3//% DEPTH (FEET) 1 Zt aXG.Am S tZ,z 2 0 Net Depth to Time Water 3 cn 4 6 `f �, f �� , 7 .sr• 0' _ 8 t$ 9 o' �a M � fii T h'/ 64,4vi� r - K 10- 11 12 13- 14- 15- 16- 17 314151617 18 19 0—M R4vIL DATE PERFORMED: Township, Range, Section: SLOPE WAS GROUND WATER ENCOUNTERED? S S IF YES, AT WHAT / L % DEPTH? 0 P E Depth to Water After ; r Monitoring? S 5- Date: SITE PLAN M Reading Date Gross Time Net Depth to Time Water Net Drop lr' �-SasY�fi �, f ,� �. , 20 PERCOLATION RATE b (minutes/inch) PERC HOLE DIAMETERy TEST RUN BETWEEN FT AND 3 FT COMMENTS-- T -F )40L /j C Lauu L — 3-ov.-14 S & S ENGINEERING PERFORMED BY:Eagle River tw-, 17034 1/ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH KLV',R-NYErAP$9-M J#IIUiSK7GUIDELINES IN EFFECT ON THIS DATE. DATE: 0 //7 % 72-008 (Rev. 4/65) e Municipality of Anchorage T DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: rQ�CN,4k1) G4,?G<<f J DATE PERFORMEDR� jt�''oJ QLaS'•`;�' Lor L3Ldc-rc LEGAL DESCRIPTION: P411 10isf V.4LL6 Y Township, Range, Section: •��`''��'�-"` SLOPE SITE PLAN DEPTH WAS GROUND WATER 10 ENCOUNTERED? /V S 11 L IF YES, AT WHAT O DEPTH? P 12 E Depth to Water After / PA% 17S- 13 Monitoring? Date: 14 15 16 17 18 19.. d Reading Date Gross Net Time Time (FEET) Net Drop F'R 70 5 x a 17 - 1 '7 -L,? � 5 1 I /u ,. 2 3 4 7 r 0 0 4 v `� i} rZi �i s� 0 C IZ• 8 9- WAS GROUND WATER 10 ENCOUNTERED? /V S 11 L IF YES, AT WHAT O DEPTH? P 12 E Depth to Water After / PA% 17S- 13 Monitoring? Date: 14 15 16 17 18 19.. d Reading Date Gross Net Time Time Depth to Water Net Drop F'R 70 5 x a 17 - - MIA, I /u ,. 20 { I I6 uPERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN "�- FT AND 3 FT COMMENTS T E i 1101-4 f X ( it P F 0 4 — Aw,r1F ) � S & S ENGINEERINGG7t'/ . ��i— PERFORMED BY: I / CERTIFY THAT THIS TEST WAS PERFORMED IN 17034 Eagle River Loop Road No. 204 /V ( /� 7 Iq S ACCORDANCE WLThf4-k►A*TWffiR&"gfAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) S&S ROBERT C. COWAN, P.E. ROBERTA. SHAFER, P.E. A"F ON-SITE WASTEWATER DISPOSAL SYSTEM CIVIL ENGINEERS CONSTRUCTION PRACTICES FAX(994-29AX (907) 6944--1211 and MATERIAL SPECIFICATIONS APPROVALS PP REFERENCE: Lot 2, Block 9, Paradise Valley SID August 28, 1996 SEWER&WATER ENERAL : MAIN EXTENSIONS 1. The scope of this project includes the installation of a 1250 gallon wastewater S.T.E.P. system (septic tank) and a pressurized absorption bed to serve the proposed SEWER&WATER three bedroom residence located on the referenced INSPECTION property. 2. Construction shall be in accordance with the approved site plan and design drawings; Municipal permit with ENGINEERING STUDIES any special provisions or conditions; and all ANDREPORTS applicable State and Municipal Wastewater Disposal Regulations. 3. The contractor shall be responsible for obtaining any WELLINSPECTIONnecessaryunderground &FLOW TEST g utility locates. 4. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas SITE PLANS subsequently depressed from soil settling. On all leachfield mound systems, the property owner shall be responsible for ensuring a satisfactory vegetation growth over the mounded area. ROADDESIGN 5, Contractors installing wastewater disposal systems must be certified by the Municipal Health Department for system installations. Owners installing their own solLresr systems must also receive prior approval from the Municipal Health Department. EPTIC TANK INSTALLATION: PERCOLATION TEST 1. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. STRUCTURAL & MECHANICAL INSPECTIONS ONSITE WASTEWATER DISPOSALSYSTEM DESIGN 17034 NORTH EAGLE RIVER LOOP • SUITE204 • EAGLE RIVER, ALASKA99577 Page Two Lot 2, Block 9, Paradise Valley S/D August 28, 1996 2. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. 3. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. 4. Septic tanks installed with less than 4 ft. of cover shall be insulated. 5. A foundation cleanout shall be installed one to four feet from the building foundation. In the line between the tank and the leachfield there shall be two adjacent cleanouts (unless an effluent pumping system exists within the septic tank). These cleanouts shall be located on undisturbed soil not more than 10 ft. from the tank. The first cleanout, in line, shall be to clean toward the leachfield. The second cleanout shall be to clean toward the septic tank. 6. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. LEACHFIELD BED INSTALLATION: 1. Excavate the proposed Bed Area to the depth shown on the design. The bottom of the excavation shall be within 2 inches of level. If the bottom of the excavation becomes smeared, it must be raked or scratched (ruffed -up) before gravel or sand placement. 2. If a sand layer is required, place sand over entire excavation to the required depth shown on the design. The top of the sand layer must be within 2 inches of level. 3. Sewer rock shall be placed uniformly throughout the entire bed. The distribution piping is to be of PVC (ASTM D3034 or equal). All joints are to be solvent cemented. Gravel depth below the distribution pipes shall be a minimum of six (6) inches. Gravel depth above the perforated pipe shall be a minimum of two (2) inches. 4. The distribution piping must be as shown on the design. The distance between the outermost perforated distribution pipes and the sidewall of the absorption bed must be no more than three feet. Page Three Lot 2, Block 9, Paradise Valley S/D August 28, 1996 5. Silt barrier material must be installed between the final gravel layer and the native soil backfill, unless insulation is used, then the silt barrier should be installed over the insulation. Ensure the silt barrier covers the entire gravel surface before placing backfill. 6. Monitor tubes shall be of four (4) inch diameter, installed at the locations shown on the design, and extend a minimum of 12 inches above final grade. The portion of the monitoring tube extending through the gravel depth shall be perforated six (6) inches below the bottom of the horizontal distribution lines. The monitoring tube should not extend below the bottom of the gravel surface. 7. Backfill over the final gravel layer must not be less than twenty -.four (24) inches. Insulation must be installed when the backfill depth is less than thirty-six (36) inches. The finished grade over the bed must be mounded to prevent the formation of a depression after settling. MINIMUM MATERIAL SPECIFICATIONS: 1. Any septic tank proposed for installation must be constructed by a Municipally approved septic tank manufacturer. 2. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Tyne of Pipe Perforated Solid Cast Iron Yes Yes ASTM D3034 (PVC) Yes Yes ASTM F810 (HDPE) Yes No ASTM D2662 (ABS) Yes yes Use of a type of pipe other than listed above must be approved by the inspecting engineer. 3. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal). 4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Fernco, or equal). August 28, 1996 5. A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between the final leachfield gravel layer and the native soil backfill. 6. All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing the #200 sieve. 7. When sand is being used as a filter material, its gradation specifications must conform to current M.O.A. or D.E.C. requirements, which ever specifications applies. INSPECTIONS: Typically there will be a minimum of three (3) inspections required during the installation of the wastewater disposal system. These inspections will occur as follows: 1. The first inspection must be conducted after the excavation of ditches, pits, trenches, or beds and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled before this inspection. 2. The second inspection must be conducted after the placement of the silt barrier, gravel, distribution lines, standpipes, cleanouts, and -insulation, but before the placement of any other backfill. 3. The final inspection is to occur upon final grading of the property. Often there will be more than these 3 inspections required. Especially with the installation of multiple trenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a pre -construction meeting will take place on-site. The inspecting engineer will not coordinate, direct or control in any way the contractors activities. Page Five Lot 2, Block 9, Paradise Valley S/D August 28, 1996 The owner shall contract with the contractor to perform the work outlined in these specifications and plans and in accordance with the attached M.O.A. permit. There will be no contractual arrangement existing between the contractor and S & S Engineering. S & S Engineering shall be the owner's representative and will inspect the work as stated above to document the contractors activities. Final acceptance of the contractors work rests with the owner and the M.O.A. S & S Engineering shall have no liability to the owner or to others for acts or omissions of the contractor or any other persons performing work on this project or the failure of the contractor to carry out the work in accordance with these construction documents. S & S Engineering's inspecting engineer will not be responsible for the construction means, methods, techniques, sequence, procedures or the safety precautions incident to this project. CONTRACTOR�INSTALLER Municipality of Anchorage _ On -Site Water &Wastewater Program (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel I.D. 020-414-14 Expiration Date: /0 1. GENERAL INFORMATION Complete legal description PARADISE VALLEY SID; BLOCK 9, LOT 2 Location (site address) Current Property owner(s) Mailing address 5838 ROMANIA DRIVE, ANCHORAGE, AK, 99516 DENNIS & STEPHANIE MCMILLAN Day phone 5838 ROMANIA DRIVE, ANCHORAGE, AK, 99516 345-5078 Real Estate Agent BETH WEISER W/ JACK WHITE Day phone 223-1632 2. TYPE OF DWELLING: Single Family (w/wo ADU) i q7 ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 3 JAN 2014 L 4. TYPE OF WATER SUPPLY: G;2 TYPE OF WASTEWATER DISPOSAL: Individual Well Receipt NumbeCOSA Individual On-site 0 Individual Water Storage ❑ Individual Holding tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer ❑ WaiverNadance request for. WELL TO SEPTIC TANK Dslance: 85, Received by: COSA to be released to the engineer, unless otherwise requested by the engineer, COSA Fee $ G;2 Date of Payment + _ ('9 _Llel Receipt NumbeCOSA # �r���t1, Date: Waiver Fee $ Un - Date of Payment (9 ) Receipt Number 6-�CD'i 6 6 Waiver# MPIL11211 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm GARNESS ENGINEERING GROUP, Ltd. Address 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK, 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Engineer's Comments: In conducting this evaluation, GEG, LtD. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines & Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there am no hidden defects or encroachments. GEG, LTD. can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized, nor will it confer any legal tight whatsoever. 6. DSD SIGNATURE I,'� System #1 Approved for 3 bedrooms. System #2 Approved for Disapproved. Conditional approval for bedrooms. Phone 337-6179 Date 6;7 r I u bedrooms, with the following stipulations: v 9 H y .... A ......ess� /CSE -79 33 PROFESSI�Pi�� OF A�LyO�r�r�i ON-SITE WATER AND R �^ WASTEW By: Original Certificate Date: The Gici or Anc age Develop,emt Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the represenatations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTCHMENTS: COSA Checklist ✓ Nitrate Advisory Septic System Advisory y Arsenic Advisory Well Flow Advisory V Other 1pa 1n/191171 If more than 1 septic system is on the lot: COSA Checklist # of Structure served by this system Certificate of On -Site Systems Approval Checklist Legal Description: PARADISE VALLEY S/D; BLOCK 9, LOT 2 A. WELL DATA `BEDROCK @ 8 FEET. Well type PRIVATE If A, B, or C provide PWSID# N/A Date completed 7/16/1997 Sanitary seal (Y/N) YES Total depth 165 ft. Cased to "20 ft. FROM WELL LOG Date of test 7/16/1997 Static water level Well production 7 2.5 g.p.m. Parcel ID: 020-414-14 Well Log (Y/N) YES Wires properly protected (Y/N) YES Casing height (above ground) 12+ in. AT INSPECTION 6/10/2014 29 ft. 0.53 — 9 -p.m - WATER SAMPLE RESULTS: Coliform (3 colonies/100 ml. Nitratec. L-/ ) mg./L. Collected by: GEG, Ltd. Arsenic: N KD ug./L. Date of sample: 6/10/2014 B. SEPTIC/HOLDING TANK DATA Tank Type/Material SEPTICIHDPE Date installed 7/25-11115/1998 Tank size 1300 gal. Number of Compartments 2 Cleanouts (Y/N) YES Foundation cleanout (Y/N) YES Depression over tank (Y/N) NO High water alarm (Y/N) N/A Date of pumping 9/25/2013 Pumper ISAACS PUMPING C. ABSORPTION FIELD DATA BELOW EXISTING GRADE Date installed 7/25-11/15/98 Soil rating EH/ 50r ft2lbdrm) 0_5 System type BED Length 60 ft. Width 15 ft. Gravel below pipe 0.5 ft. Total depth "3.5-3:6 ft. Eff. absorption area 900 ft2 Monitoring tube YES Depression over field NO Date of adequacy test 6/10/2014 Results (Pass/Fail) PASS For 3 bedrooms Fluid depth in absorption field before test 0 in. Water added 785 gal. New depth Bin. Elapsed Time. = min. Final fluid depth in. Absorption rate >= 450+ g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE KNOWN If yes, give date NOTE: SYSTEM WAS INSULATED PER INSPECTION REPORT. 24" SOIL COVER SATISFIED. D. LIFT STATION Date installed Size in gallons Manhole/Access (YIN) "Pump on" level at in. "Pump off' level at g1l I wa er alarm level at in. Cycles tested Meets alarm & circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 100'+ Absorption field on 100'+ On adjacent lots *85+ On adjacent lots 100'+ Public sewer main NIA Public sewer manhole/cleanout N/A Sewer /septic service line 25'+ Holding tank NIA Animal containment areas 501+ Manure/animal excrete storage areas 1004 SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 51+ Property line 5'+ Absorption field 51+ Water main NIA Water service line 10'+ Surface water 100'+ Wells on adjacent lots 1004 SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 101+ Water service line 10'+ Curtain drain NONE KNOWN F. COMMENTS Building foundation 10'+ Water main NIA Surface water 100'+ Driveway, parking/vehicle storage 10'+ Wells on adjacent lots **1001+ *87.53' FROM EDGE OF WELL TO TANK COON LOT 3. SEE ATTACHED WAIVER LETTER. _ NOTE: THERE IS NO MT ADJACENT TO THE HDPE SEPTIC TANK. G. ENGINEER'S CERTIFICATION certify that t have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name JEFFREY A. GARNESS Date & (Rev. 10/12112) Municipality of Anchorage e Development Services Department FE Ellx Building Safety Division On -Site Water and Wastewater Program 4700 Elmore Street P.O. Box 196650 Anchorage, AK 99519-6650 www. ci. anchorage. ak. us (907)343-7904 Water Well Advisory Certificate of On -Site Systems Approval (COSA) # 141272 During a recent COSA on-site inspection and test of the potable water supply well on Block 9, Lot 2 of Paradise Valley subdivision, the well's productivity was determined to be 0.53 gallons per minute. The minimum well productivity required by this Department (AMC 15.55) for a 3 -bedroom residence is 0.31 gallons per minute. Although the subject well currently exceeds this minimum requirement, all parties concerned are advised that the production capacity of the well may fluctuate. Restriction of non-critical water uses such as washing cars and watering lawns and gardens may be required. This advisory must be attached to all copies of the subject Certificate of On - Site Systems Approval. es—sa PARADISE VALLEY SUBDIVISION L©7 2 BLOCK 9 .6Pam s.>:, ra a b a ti d h a a Nk aa9 B`� WEIt w iS A v ,• e r ro stisrr9l ar y VA Cpl a Ora LOT 2 ('C P Imo` C FIND. SIidS1CSl3t AS-81ALT ^'� niR_®i d"Mall Lao sm"Tim rill a. ®saagidl. 4nig Bial BAA Aga, ujaordsq. 49,64, aum �7a 8x81 q _ 43jgin 9 9'.8, 193 AA, i Aosoog 40rsaPg Pea9 i 04gv agrssaaa in, 90909871 Asolslo4 above Pili iba, a0 ogata46dabi0BB gs9s9 014009 bs lbdisai9s. 9l P4 IN. Ors W11111 Psy 4P ane 4.00 to douar®91a 04, Uloi Woe 04 ang U.egs093. 1e19Ae414 H 391 a➢sBZiAgB W1iin, 44 net "feet on 9be TWUIasA 1g049s9s444 ®149. Under as aara.syaagegs saagle Beg ggig &afoot, be e.aa $ia ago, 9aoallso 41 940 as a6n77ah lag 9sagaeeg ea lapel aaAs3,: ::W`siL Aw sicbmig lUO 0147Ai68, ALIMA GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS - - June 18, 2014 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Road P.O. Box 196650, Anchorage, Ak 99519-6650 (907)343-7904 Ref: Waiver Request for Paradise Valley S/D; Block 9, Lot 2, To whom it may concern: During a recent inspection of the subject property, it was noted that the distance from the well to the septic tank on Block 9, Lot 3 was approximately 85 feet (87.53' from edge of well to tank cleanout, shot with total station). We request that you waive the distance from the well to the septic tank to 85 feet. The following items are justification for this waiver: The subject encroachment has existed for 24 years with no significant adverse impact to water quality. The septic tank is significantly downhill from the well. If effluent were to daylight, it would not travel toward the well head. A water sample was collected on 6/10/2014 and indicated 0.424 mg/L of nitrates and no bacteria present. The deficiency does not appear to have negatively affected water quality. Based upon the aforementioned facts, we believe there is minimal risk in granting this waiver. If you have any questions, ease contact us at 337-6179. Thank you for your assistance. M.S. 3701 E. Tudor Road, Suite 101 *Anchorage, AK 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website; www.gamessengineering.com Municipality of Anchorage P.O. Box 196650 • 4700 Elmore Road Anchorage Alaska 99519-6650 • (907) 343-7904 • Fax (90 7) 343-7997 hftp://www.muni.orci/Onsite Development Services Division On -Site Water and Wastewater Program went MDp,,tm,,t c **** VARIANCEIWAIVER REVIEW **** Waiver#: OSP141217 COSA#:OSC141272 Permit#: PID#: 020-414-14 Legal Description: Paradise Valley, Block 9. Lot 2 Engineer: Garness Engineering Group Applicant: Dennis & Stephanie McMillan Your request for a waiver of the required 100 feet horizontal separation from the septic tank to the private well has been approved. The approved separation distance is 85.0 feet. This waiver approval applies to the existing septic tank only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. ® The affected adjacent property owner(s) have been given a 7 day notice regarding this waiver. ❑ Notarized letter(s) of non -objection have been received from the owner(s) of the affected adjacent property. ❑ Adjacent properties are not affected by this waiver. ..............................................................................1 Waiver is Granted: X Waiver is not Granted: o° l Date: Approved b . —\ Name of Reviewer .............................................................................� MUNICIPALITY OF ANCHORAGE • DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On -Site Services Section cam P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING M Parcel I.D. # 02041414 HAA # 1. GENERAL INFORMATION Complete legal description Lot 2, Block 9, Paradise valley Location (site address or directions) NHN Romania Drive Property owner Dennis & Stephanie McMillian Day phone 345-5078 Mailing address 3420 Spinaker Drive Lending agency Residential Mortgage/Jim DiMaggio Day phone 222-8800 Mailing address 1400 West Benson Blvd., Anchorge, AK 99503 Agent Day phone Address Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: 3 3. TYPE OF WATER SUPPLY: Individual well xxx Community well Public water NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: xxx Individual on-site Holding tank Community on-site Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025)Rev.1/91) Front MOAN21 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I furtherverify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm S & S ENGINEERING Phone G y C! G, 17034 Eag a rver oap oa o. Address Eagle River, Alaska 99577 , Engineer's signature 6. DHHS SIGNATURE Approved forl<Cc �— bedrooms. M Disapproved. Date la/a3Ar ti 1; OF Conditional approval for bedrooms, with the following stipulations: Additional Comments C - CAUTIC Date The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in orderto satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 72-025 (Rev. 1/91) Back MOA a21 RECEIVED Municipality of Anchorage DEC 2 3 199 DEPARTMENT OF HEALTH & HUMAN SERVICES4 Environmental Services Division MUNICIPALITY& ANCH 825 L Street, Room 502 • Anchorage, Alaska 99501 • (9 ,ii id%4I sexvlCEs DIVISION Health Authority Approval Checklist Legal Description: Lo';r' /_>LUce y PARAJI.Q VAZL<'Y Parcel I.D.: OdO'VIV/V A. WELL DATA Well type dip i vA7G If A, B, or C, attach ADEC letter. ADEC water.system number Log present O/N) YES Date completed Total depth Cased to t;)o Casing height (above ground) Sanitary seal CY/N) YES Wires properly protected O/N) Y S FROM WELL LOG AT INSPECTION Date of test 7. - Static -Static water level ^. Well production g.p.m. g.p.m. WATER SAMPLE RESULTS: Coliform CJ Nitrate -31 • Other bacteria S & 5 ENGINEERING Date of sample: ► �' Collected by: 17034 age River Loop Road No. 204 Eagle River, Alaska 99577 B. SEPTIC/HOLDING TANK DATA Date installed Tank size 1300 Number of Compartments c2- Cleanouts O/N) yds Foundation cleanout O/N) Y€S Depression (Y& .dO High water alarm (Y/N) W4 Date of Pumping /&6j Pumper C. ABSORPTION FIELD DATA Date installed �'2 —a5 l S' Soil rating (g.p.d./ft2 or ft2/bdrm) 0_5' System type Q� Length (9 0 / Width /5/ Gravel thickness below pipe 0,5 Total depth Effective absorption area j06'0 Monitoring Tube present (SYN) YDS Depression over field (Y& IZ'0 Date of adequacy test sJ CGJ Results (Pass/Fail) r a bedrooms Fluid depth in absorption field before test Immediately after_ gal. water added (in.): Fluid depth Ins) Minutes later: Absorption rate = g.p.d. Peroxide treatment (past 12 months) (YIN) If yes, give date 72-026 (Rev. 3/96)' D. LIFT STATION Date installed Manhole/Access (Y/N) High water alarm lev at* - Cys -tested E. SEPARATION DISTANCIES on" level at* *Datum SEPARATION DISTANCES FROM WELL ON LOT TO: Septic/holding tank on lot On adjacent lots "Pump off" level at* /dU Absorption field on lot /GU f On adjacent lots /,JU -/ Public sewer main A Public sewer manhole/cleanout u� i Sewer /septic service line _ c),5 Lift station SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO: i Foundation 3 3 Property line 3/ Absorption field Water main/service line /0 /f Surface water/drainage leo � Wells on adjacent lots /Do // SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line /q Building foundation (OS Water main/service line /U Surface water 16 �F Driveway, parking/vehicle storage area PO � Curtain drain F. ENGINEER'S CERTIFICATION Wells on adjacent lots /00 I certify that I have determined thru field inspections and review of Municipal in conformance with MOA HAA guideli es in effect on this date. Signature --�✓ Engineer's Name d�' t C. �o i✓9� Date !}ia3iGt E) HAA Fee $ Date of Payment Receipt Number 11 d/ 7) 72-026 (Rev. 3/96)* Waiver Fee $ Date of Payment Receipt Number Cr 13 -. LLL L✓ i���. r_ci'+ .. ME Environmental Services Inc. i_aboratory Division 200 W. Patter Drive Anchorage, AK 99518 Tel: (907) 582-2343 Fax: (907) 561-5301 ChemLab Ref. #: 98,7323 Client Name: S&S Engineering Project Name: n/a Client Sample ID: L2 B9 Paradise Valley Matrix: Drinking Water PWSID nla Sample Remarks Parameter Total Coliform (MF) Nitrate Results PQL Units 1 OB w/o Coli col/100 ml 2.20 0.1 mg/L Client PO#: n/a Printed Datefrime: 12/25/98 20:00 Collected DatelTime: 12/22/98 10:30 Received Date/Time: 12122/98 11:50 Technical Director: Stephen Ede Released By Allowable Prep Analysis Method Limits Date Date [nit SM9222B 12/18/98 KAP EPA 300 10.0 12/18/98 SCL �=ni P Li'l