Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
MCMAHON #2 BLK 9 LT 2
Onsite File i • � f• ' MOA has confirmed that the 2013 upgrade has not McMahon #2 Block 9 Lot 2 #017-362-09 On -Site Wastewater Disposal System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP131139 Tax Code Number: 01736209000 Work Type: Septic Permit Effective Dates: June 25, 2013 to June 25, 2014 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: MCMAHON #2 Site Legal Address: MCMAHON #2 BILK 9 LT 2 G:2835 Owner/Address: BIG DOG REVOCABLE TRUST JENSEN J J & S J/TRUSTEES 3550 TAIGA DRIVE ANCHORAGE AK 995162854 Site Mailing Address: 3550 TAIGA DR, Anchorage This permit is for the construction of: Lot Size in Sq Ft: 35299 Total Bedrooms: 4 Y Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received Issued By, MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Fax: 907- 343-7997 On -Site Water & Wastewater Program Mayor Dan Sullivan On -Site Sewer/Well Permit Application For A Single Family Dwelling Parcel I.D. Z -69 -oma') Property owner(s) JEFF JENSEN Day phone Mailing address 3550 TAIGA DRIVE *ANCHORAGE, AK 99511 Site address 3550 TAIGA DRIVE *ANCHORAGE, AK 99511 Legal description (Sub'd, Block & Lot) MCMAHON #2; BLOCK 9, LOT 2 Legal description (Township, Section & Range) Lot Size Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING: (F� all that apply) Initial ❑ Absorption Field ® Single Family (SF) Upgrade ® (w/wo ADU) Septic Tank ® Duplex (D) F-1❑ Renewal ❑ Holding Tank Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE/ WAIVER REQUEST FOR: Distance: — I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. (Signature of property owner or authorized agent) !O Permit/Rush Fees: _��. � Waiver Fees: Date of Payment:`�Ila2IDate of Payment: Receipt Number: �t 031536 Receipt Number: Permit No. rl ��P13 X139 Waiver No. (Rev. 01/11) June 7, 2013 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Rd. P.O. Box 196650, Anchorage, Ak 99519-6650 (907)343-7904 Ref: Proposed Septic Upgrade for McMahon #2; Block 9, Lot 2; To whom it may concern: The existing 4 bedroom house is served by a private well and septic system. The owner is proposing to build a shop on his property and a driveway will also be constructed to the shop. The driveway will be built over the existing septic system and the shop will be encroaching on the existing drainfield. We are proposing to abandon the existing drainfield and decommission the septic tank. We are then proposing to install a new 1250 gallon septic tank and a dual 5 -wide trench type drainfield. One test hole was excavated on the property. The drainfield will be designed around the 30 foot radius of this test hole. Comments regarding the design are summarized as follows: 1. SOILS: See the attached log which shows the soil classifications, groundwater monitoring, and the percolation test results. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system. 4. TOPOGRAPHY: As can be seen on the attached design drawing the topography around the drainfield is relatively flat. In short, there are no slope concerns. We are unawaref any adverse impacts this installation would have on adjacent wells or septic systems. If you have any c#testions, please contact us at 337-6179. Thank you for your assistance. P.E., M.S. 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com I -- r;.. iF00`WELt-RAD18S-4 - - ,sY:nx... � I 1 i MAIjON'2; K 7- LAT-13-�v O, MCMAHON #2; BLOCK 9, LOT i � RPTI MCMAHO #2; BLOCK 9, L�T 18/ JNCMAHON #2; LOCK 7, LOT 12 '1 a T) p . \\ _ MCAy�ON #2; BL/GGKK\7, LOT 11 / ti I I r W � i / EXISTING 4 - •`r?'M4:4 T\DROOM HOUSE / (- WEL100' \ D -ILA MCMA\ DN #2; Stl@ BLOCK 9,\LOT 3 ------------ SERC MCMAHON #2; AREA:) BLOCK 9, LOT 17 MCMAHON 72; \J/ BLOCK 9, L1 16 STREET .. GARNESS ENGINEERING GROUP, Ltd_ o H �t ....... M E WDON NOP➢, SUNS 101 • MCHORAOE, M WW7 • PNONE (907)337-8119 • FAN (907)338-3246 • WEBSNE: www.9amownONieMn9.a a PREPARED FOR: PHONE NUMBER: PAGE NUMBER: O•• •• ......... JEFF JENSEN 1 OF 2 QQ ,Je Games LEGAL DESCRIPTION: DRAWN BY: QO 79O MCMAHON #2; BLOCK 9, LOT 2 PNB TYPE OF WORK: DATE: 4�4dprofe'j:, 000 SITE PLAN 5/24/13 O��Oo�oo PRIMARY DESIGN CRITERIA: NUMBER OF BEDROOMS: 4 GALLONS PER DAY (GPD): 600 GPD PERCOLATION RATE/S: <1 MIN/INCH PROPOSED APPLICATION RATE: 1.0 MINIMUM DRAINFIELD SQ.FT.: 600 SQ FT PRIMARY DRAINFIELD DESIGN: MAXIMUM DEPTH OF EXCAVATION: 9 FEET WIDTH: 5 FEET LENGTH: 2 ® 60 FEET = 120 FEET .O.A. APPROVED SAND FILTER: 2 FEET FFECTNE: 0.5 FEET ACTUAL SQ.FT.: 600 SQ FT —MEG, Ltd. HAS A 7 PAGE SPECI TION LETTER THAT PERTAINS TO THIS DESIGN. TO OBTAIN A COPY OF THE LETTER CONTACT GEG. BY PROCEEDING FORWARD WITH THIS INSTALLATION, THE ENGINEER; WELL DRILLER, CONTRACTOR AND PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND CONDITIONS OUTLINED. NOTE: THE CONTRACTOR SHALL HAVE THE SOUTH LOT LINE, AND ALL WELL RADII FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO 100' WELL RADIUS .' 1 NUMBER OF BEDROOMS: 4 GALLONS PER DAY (GPD): 600 GPD PERCOLATION RATE/S: <1 MIN/INCH PROPOSED APPLICATION RATE: *6.0 ` MINIMUM DRAINFIELD SQ.FT.: 100 SQ F* *ADVANCE TREATMENT ,. 5 FEET I: 20 FEET APPROVED SAND FILTER: 2 NE: 0.5 FEET 9 /I TANK'TO BE EXISITING I ECOMISSIONED'._;1• DRAINFIELD TO BER UPC. EXISTING 4 COMPLETELY �, .::%.'... to BEDROOM HOUSE ABANDONED a MCMAHON #2;L / BLOCK 9, LOT i / / e ST1 P50 GA(LLONEE PTIC / ST2 / MB1 C/O,S �✓` / --__ PROPOSED SHOP— — — — MT3 PROPOSED ' MT2_ — F TH 1— -C DRAINFIELDS MCMAHON #2; BLOCK 9, LOT 3 CO2 MT4 %'(� UTILITY EASEMENT (:7PTIC A R EA D MCMAHON #2; BLOCK 9, LOT 17 1. — GAR.NESS ENGINEERING GROUP, Ltd. 9 H CONSULTANTS & GENERAL CONTRACTORS �....... .... ..... ..... 3701 E. 111009 ROM, WR 101 • INOIN)PPOE, M 99507 - PHONE (907)337-6179 - FM (90)I3]8-3218 YrEBAIE xw.gameperigine ngs o PREPARED FOR: PHONE NUMBER: PAGE NUMBER: .... ••• . .....•.• ........ JEFF JENSEN 2 OF 2 Q ff Gar ess.: LEGAL DESCRIPTION: MCMAHON #2; BLOCK 9, LOT 2, DRAWN BY: PNB �4p m (� .Zl ..13' TYPE OF WORK: DATE: 4Q44prO��OO000 e SEPTIC SYSTEM DESIGN UPGRADE 6/7/13 GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS It E. TUDOR ROI°, SURE 101 • M HOR E, M. 9850 - PHONE: 907)337-6178 • Fft (90)336-5246 • WEDSRE: 9ameexn9i,roefii SOIL LOG - PERCOLATION TEST ..... T LEGAL DESCRIPTION: MCMAHON 2; BLOCK 9, LOT 2V C �PVurll PERFORMED FOR: JEFF JENSEN DATE: 6 4 13 ��3j3�'. DEPT ORGANICS ��eaPr(ofessloo, i (feet) TEST HOLE # 1 ���0000�a 1 LOWER BENCH 2- SOIL CLASSIFICATIONS DRY 3- 34 pR ORG ML 4- GM 5- CL 6- 679 OL MH CH 7- ,"W.% SM i OH P SC 9 EO SpRg 10 GW 12 13 14 In SM vtsual1y dr.�mtcl 15 o be �ivp IAV�� 16 --- I ------ I 17 DEPTH TO GROUNDWATER SOIL CLASSIFICATIONS DRY GW GP pR ORG ML GM CL GC SW SP OL MH CH o°o o ,"W.% SM i OH P SC DEPTH TO GROUNDWATER DATE DRY 6/4/13 pR 6/11/13 Q A SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 6/4/13 P 6 EO SpRg 19� PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN *7.5 FT. AND 8.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ® YES ❑ NO SOILS LOGGED BY: ROB CAMPBELL PERCOLATION TEST PERFORMED BY: ROB CAMPBELL COMMENTS: *IN GW MATERIAL. PERCOLATION RESULTS ARE WITHIN 1/16TH OF AN INCH PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS P FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: I.3 GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 3701 E NOOR ROAD, SURE 101 • ANCHORAGE, M. 99507 • PHONE: 907337-6179 • FAX: (90)338-3218 • W SRE: 9amaaea,gimm,fi SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: MCMAHON #2; BLOCK 9, LOT 2 PERFORMED FOR: JEFF JENSEN DATE: 6/4/13 DEPTH --z ORGANICS (feet) -- TEST HOLE #1 1 UPPER BE SOIL CLASSIFICATIONS 2 GW ORG GM CL 4 GM GC OL 6 7 8 9 10 11 12 13 14 15 16— B.O.H. 17 18 GW SM W4 DEPTH TO GROUNDWATER DATE DRY 6/4/13 41 6/11/13 2 3:30 30 5 7/8" 1/8" SEE ATTACHED SITE PLAN DATE READING CLOCK TIME NET TIME WATER LEVEL (MINUTES) READING NET DROP (INCHES) 6/4/13 1 3:00 — 6.00° — 2 3:30 30 5 7/8" 1/8" 19 PERCOLATION RATE 240 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.5 FT. AND 5.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ® YES ❑ NO SOILS LOGGED BY: ROB CAMPBELL PERCOLATION TEST PERFORMED BY: ROB CAMPBELL COMMENTS: PERCOLATION RESULTS ARE WITHIN 1/16TH OF AN INCH PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: Municipality of Anchorage Page __L of Z' 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: oS/U9e�L2�17 PID Number: &7/7569 Z6/ Name: W�oc D E, ce%/!�D Wastewater System: ❑ New Upgrade Address: ABSORPTION FIELD Phone: No. of Bedrooms: eep Trench ❑ Shallow Trench ❑ Bed ❑ Mound ❑ Other LEGAL DESCRIPTION Soil Rating: /1 2- Total Depth from original grad e, / GPD/Sq. Ft Lot: Block: Subdivision: _ / / G /�H'I/rL� Depth to pipe bottom from original grade Ft. Gravel depth beneath pipe / Ft. Township: Range: Section: Fill added above original grade: / Gravel length: ✓ d .3 Ft. Ft. WELL: 11 New D Upgrade Gravel width: �i Number of lines: Distance etween lines: Ft. LZ/i__ Ft. Cla i icat n (Private, A,B,�)) - r V CG /S% Total Depth: Ft. Cased To: Ft. Total absorption area: SO. Ft. �J �- Pipe material: /O 5w� /,7�17o— Driller: Date Drilled: Static Water Level:Install r: z, Date installed: Ft. � Yield: Pump Set at:Casing Height Above Ground: TANK GPM Ft. Ft. SEPARATION DISTANCES P16eptic ,c�Eu�, 0 Holding ❑ S.T.E.P. To Septic Absorption Lift Holding Public/Private Mapufact ref: � � � Capacity in gallons, From Tank Field Station Tank Sewer Lines /v7/L/�`-`�/ Well �7� �Lv � /�J _ 14-5 � � �/� r �✓ Material: L Number of Compartments: Surfac /1J /6l -- ` LIFT STATION Wa ere — Lot 1 / Size in gallons: Manufacturer: Line �— Foundation d l/%�. /� or r "Pump on" level at: p off' level at: High water alarm at: < l ,_— Curtain /O Pump Model Electrical Inspections performed by: Drain BENCH MARK Remarks: /�T .S�f 7IG � .s�r✓I Location and Description: / �� O� lvE�L ��.5/.J Assumed Elevation: — CSU Ft ENGINEER'S SEAL 8 r, a ENGINEERING V0424 0424 I"ogle River Loop Road, NCS: 1 St 7 is 3 Inspections performed by: 6910 Sorer, Alaska 99577 2nd a' C% f y Department Health Human Services approval of and �ti Date: y3 9—� d f Reviewed and approved by: ,9 72-013 (Rev. 9/91) MOA 25 Permit•No. SW930290 Municipality of Anchorage Page 2 of 2 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 .egal Description: MCMAHON SUBDIVISION #2, BLOCK 9, LOT 2 PID No.: 01736209 r Col CO2 98.9' MT FINAL GRADE UNEW,92.2' N.T.S. WAIVER REQUESTED I 81.3' NO WATER FOUND♦ I 72-013 A (Rev. 9/91) MOA 25 I A B 100' WELL RADIUS FCO 7.0 21.0 L C01 9.5 25.3 CO2 15.0 34.0 CO3 19.0 42.8 C04 50.0 60.0 I MT 19.8 43.4 DRIVE I I � Ec 4 BDRM � ra HOUSE 10' UTIL. ESMT y EDECK I I A CO3 FCO MT 01 � I o CoI�_ - j .,. PAL NEW 1250 GAL. C z C9 1 NEW TRENCH I NEW zut3' SEPTIC TANK II I y p % = E. C04 I 1" = 40' SCALE r J - it :`%3 �i� .-•�` � 72-013 A (Rev. 9/91) MOA 25 PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE �� tiSPrC 7-;( 0/v DEPARTMENT OF HEALTH AND HUMAN SERVICES 9-015 P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW930290 DESIGN ENGINEER:S & S ENGINEERING OWNER NAME:WILSON HAROLD E OWNER ADDRESS:3550 TAIGA DR ANCHORAGE, ALASKA 99511 PARCEL ID:01736209 LEGAL DESCRIPTION: MCMAHON #2 BLK 9 LT LOT SIZE: 35299 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 2 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: DATE ISSUED: 8/11/93 EXPIRATION DATE: 8/11/94 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 343-4329 OR 343-4681 AFTER BUSINESS HOURS 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 PR ^`1T PT 1TlP. RECEIVED B ISSUED BY: DATE:- DATE: ATE: DATE: Lq- //- /J 4. M July 6, 1993 ROBERT SHAFER, P.E. ROGER SHAFER, P.E. CIVIL ENGINEERS (907) 694-2979 FAX 694-1211 HEALTH AUTHORITY Municipality of Anchorage APPROVALS DEPARTMENT OF HEALTH AND HUMAN SERVICES 825 L Street PO Box 196650 Anchorage, Alaska 99519-6650 SEWER & WATER MAIN EXTENSIONS REFERENCE: Lot 2; Block 9; McMahon Subdivision, Addition #2 3550 Taiga, Anchorage SEWER & WATER INSPECTION Request you issue a permit to upgrade the septic system serving the referenced property. A Test hole was excavated and a percolation test performed .ENGINEERING STUDIES in the area of the proposed upgrade. The monitoring tube ANDREPORTS within the hole has been checked and found to be dry. The approximate location of the test hole is located on the attached site plan. WELL &FLOW TESTTION 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 properties by the installation of the proposed septic system. SITE PLANS If you have any questions or require additional information for your review please contact us. ROAD DESIGN Sincerely SOILTEST rt Ro A. Shafer, P.E. PERCOLATION S / LSU 1 S u TEST STRUCTURAL& MECHANICAL INSPECTIONS ON SITE WASTEWATER DISPOSAL SYSTEM DESIGN 17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER, ALASKA 99577 a /f 1« SCALE UPGRADE y » / � k , 2 / il� r \ $§ z c2� 2 § rE §j Z� Co / �Sq ( \ \ . � � r: N ] \ A \ o � ; ) v x m C 0 r v) a � \ / K ) | N y » / � k , 2 / il� r- o0 §.� z c2� 2 c Z� Co / �Sq E \ D � r: N ] \ A \ o � ; ) v x m C 0 w � � \ ) c2� i e Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: tyw I/IIIGSQN DATE PERF LEGAL DESCRIPTION: e� �i LOZ�% Township, Range. Section: i DEPX_H S�E�t G(�Csct 1 L 5167 �A 2-JU3 Gross Time Net Time Depth to Water Net Drop 4 f .� S w/1 5 6 " ` - r 7 l u r 3V.t 8 0 , 2S 5 4• 1. L' Y 9 (`t ` (: 30 10- 0 11 11 Q� t 3& 12 <" 14o 13 t, 14- 415 S 15- ` 16 16 17 18 19- 20-1 COMMENTS Wets_ 6FL"E,o SAV w � FI/VF- S'trvz� C (Wjazjq-6uQ <,#i SLOPE WAS GROUND WATER n I ENCOUNTERED? 10D IF YES, AT WHAT DEPTH? Depth to Water After Monitoring? Date: (ENGINEER'S SEAL) d � , A SITE PLAN Reading Date Gross Time Net Time Depth to Water Net Drop ` — 0 5 3V.t I yyrr 2S 5 L' Y fjmp�0 E WwF� (: 30 a 'Ai :3S 5 3& 14o S 6 ` PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN FT D FT ME \ 1 DtF-P Ti2� LI � w'� F�FF-f5U-ICIS PERFORMED BY: "'"`' `17-,gl` River Loofa Road 1\10 29)d CERTIFY THAT THIS TEST WAS PERFORMED IN rZiver, Alaska 99577 ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN 141 T THIS DATE. DATE: 72-008 (Rev. 4/85) ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS : McMAHON SUBDIVISION, ADDN. #2, BLOCK 9, LOT 2 GENERAL: 1. The scope of this project includes the installation of a leachfield trench to serve the four bedroom residence located on the referenced property and excavation of the existing 1250 gal septic tank to verify its integrity. If the integrity of the existing septic tank is poor the existing septic tank is to be excavated, pumped, crushed, and abandoned in place and a new 1250 gal septic tank installed. 2. Construction shall be in accordance with the approved site plan and design drawings; Municipal permit with any special provisions or conditions; and all applicable State and Municipal Wastewater Disposal Regulations. 3. The contractor shall be responsible for obtaining any necessary underground utility locates. 4. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. 5. Contractors installing wastewater disposal systems must be certified by the Municipal Health Department for system installations. Owners installing their own systems must also receive prior approval from the Municipal Health Department. SEPTIC TANK INSTALLATION: 1. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. 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. U Page Two McMahon Subdivision, Addn. #2, Block 9, Lot 2 July 23, 1993 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. 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: Type 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). 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. Page Three McMahon Subdivision, July 23, 1993 Addn. #2, Block 9, Lot 2 7. When sand is being used as a filter material, it's gradation specifications must conform to AMC 15.65.060D. ABSORPTION TRENCH/DRAINFIELD INSTALLATION: 1. Excavate the proposed trench to the dimensions shown on the design. The bottom of the excavation shall be within 2 inches of level. If the sidewalls of the excavation become smeared, they must be raked or scratched (ruffed - up) before gravel (sewer rock) placement. 2. Once the gravel is installed, the distribution pipe is to be installed level with the perforations faced downward. Gravel is then to be placed over the distribution pipe to provide a minimum of 2 inches of cover over the pipe. 3. A silt barrier must be installed between the final gravel layer and the native soil backfill. Ensure the silt barrier covers the entire gravel surface before placing backfill. 4. Monitor tubes shall be of four (4) inch diameter and installed approximately in the locations shown on the design. The portion of the monitoring tube extending through the gravel shall be perforated from the bottom of the trench to the invert of the distribution pipe. This is equivalent to the effective depth of the gravel as noted on the design. 5. 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 finish grade over the trench must be mounded to prevent the formation of a depression after settling. Page Four McMahon Subdivision, Addn. #2, Block 9, Lot 2 July 23, 1993 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. GREA _R ANCHORAGE AREA BORG.-SH J Department of Environmental Quality Jw 3330 C Street Anchorage, Alaska 99503 ��,� INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME�X! Srti�L d75%/JL[6A"G ADDRESS 02[`1'C31lCi��- LOCATION-LEGAL DESCRIPTION�� SEPTIC TANK: DISTANCE��JCJ�(`Li%��J� T % NUMBER OF FROM WELL-1�-- MANUFACTURER �'O�R MATERIAL r �� �COMPARTMENTS ' INSIDE LENGTH INSIDE WIDTH ' LIQUID DEPTH LIQUID CAPACITY/LLONS. rr�CJ l TOTAL LENGTH G DISTANCE FROM WELL FOUNDATION NEAREST LOT LINE OF LINES NUMBER OF LINES DISTANCE BETWEEN LINES " TRENCH WIDTH06N. TOTAL EFFECTIVE ABSORPTION AREA �0If SQ. FT. LENGTH OF EACH LINE DEPTH OF FILTER { � DEPTH: TOP OF TILE TO FINISH GRADE MATERIAL BENEATH TILE_A?!! '_IN. ABOVE TILE IN. WELL: / n TYPE /�M 2."T�GK�NSTRUCTION BUILDING NEAREST NEAREST FOUNDATION LOT LINE , SEWER LINE CESSPOOL APPROVED DISTANCES: INSTALLED BY: SEWER LINE DEPTH: OTHER SOURCES DISAPPROVED REMARKS PIPE MATERIAL: ` '� Pa-, LOT SLOPE: �ati�X/A► REMARKS: v ✓ �- Form EQ -032 EPTH DISTANCE FROM: SEPTIC SEEPAGE TANK , SYSTEM_ DIAGRAM OF SYSTEM DATE / y 76 APPROVED . �U�������������� �� ���������� ~o �~ \ � r J /. DEPARTMENT OF HEALTH FIND ENVIRONMENTAL PROTECTION ^ 2516 E. TUDOR RD., ANCHORAGE, HK. 99507 276-2221 U �/ v / �4 �L_�_ ���Co����_���� ���� �E��r�I � 'PERMIT NO. ( 76752 ) APPLICANT SEASONAL CONSTRUCTION 2001 WILDWOOD LN ]44~4282 LOCATION TAIGA ST LEGAL L2 e9 MCMHHQN SUBD LOT SIZE ]52]9 SQUARE FEET TYPE OF SOIL 8BSORBTIQN SYSTEM IS: TRENCH MAXIMUM NUMBER OF BEDROOMS = ] SOIL RATING (SQ FT/BR)= 120 THE REQUIRED SIZ SOIL HBSOR IS: ���F"���� ��� L_����-F�K�� ~���^������� �����^�� THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRHINFIELD. THE DEPTH OF 8 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 GRHYEL BETWEEN THE OUTFALL PIPE HND THE BOTTOM OF THE EXCAVATION (IN FEET). �E7- 8---! 0_1 I FZA EE C -P ����-lr T C_ "T F=1 ir-4 K_ 1 lE__ uZu Clu V-1 C -a F1 L_ I- 1_3 P-4� Cv < -2 > I P-4 —S. F"E: H--: -T I C-1 P-.]'=-. " lFr_ E_= ����1 [--2- F= E70 BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN H WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR Q PRIVATE WELL OR 200 FEET FOR H PUBLIC WELL WELL.,LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN ]0 DAYS OF THE WELL COMPLETION. SPECJFICHTIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TQ INSURE PROPER INSTHiLHTION. ��F-'t--1 I -F ����I E -n F=-CAFR f_-mP-JF_= L � 0 F= -- I CERTIFY THAT -1: I HM 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 THE CODES. ]: I UNDERSTAND THAT THE ON --SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMODEL -ED TO INCLUDE MORE THAN ] BEDROOMS. SIGNED ISSUED CANT SEASON rL�..1cil�JiSE.,�T;,LICT ION BY NO)! ♦�1 fa` Street . lncliora,(c, /4laska 99503 Performed for i-`iTM_.Jac'._ on ---•---------------------.__---- ----- Uate I'crforru't1 Jur^ 4Llg' L,eJal i)cscrihtion:_ o+ 2_ _Bloc,` ','c'''thon �ubv. 1dd Yo. 2 This form reports: Solis loJ_ �g- v=._ _- ------tion --b-s-1— -- -- -- Percola Uepth Feet j _tea. (0 '0 Jr. G ) 8 _ `., (110) $3 ------ 14 1/2 - W 110) Was ground water encountered? ,o` - If yes, at what depth? i(cadino Date Gross Time _ Net Time Depth to IVnter� Net Drop -- _._... - - - - — - - - - - - - - -- — .-_______ ('ercalation race-_--��_�_•-- minute. - Proposed .instoI1at1on.'i co, ,,i,e Pit I I Drain Field - .....-....-_..._._•— :,ui,tu o Inlet L'cpth to fn,t,tum of pit or' trt�nc;i. P,:rformc,l I; ' if/ arl:i �i 1 lS F ,,�} �i�� t\� : .r}ine 75 ,. ?ich�rd. Drahn .. ✓.z.. E(1 0110 r (; /,I) 1 • "ich ird A. Drahr, P.E. 3 -SY (200) 4 - 0m (200) 5 - at' ( 200 ) 5 - ;''i (11 o ) 7 -r':' (nc) 8 _ `., (110) $3 ------ 14 1/2 - W 110) Was ground water encountered? ,o` - If yes, at what depth? i(cadino Date Gross Time _ Net Time Depth to IVnter� Net Drop -- _._... - - - - — - - - - - - - - -- — .-_______ ('ercalation race-_--��_�_•-- minute. - Proposed .instoI1at1on.'i co, ,,i,e Pit I I Drain Field - .....-....-_..._._•— :,ui,tu o Inlet L'cpth to fn,t,tum of pit or' trt�nc;i. P,:rformc,l I; ' if/ arl:i �i 1 lS F ,,�} �i�� t\� : .r}ine 75 ,. ?ich�rd. Drahn .. ✓.z.. E(1 0110 r (; /,I) 1 • "ich ird A. Drahr, P.E. M-W DRILLING, INC. TIME - DRILL LOG. CASING F • �1 y Box 4-1224 ANCHORAGE, ALASKA 99509 Phone 274-4611 -mr •( - 7 / •'� - STAR'hCOMPLETE .: DATE (. .i.. 7 NAME No ADDRESS- -. •� CITY - PHONE- I f _ - JOB LOCATION V / l'- - - -DEPTH - WELL LOG DEPTH- WELLLOG q.•i ryC ' GPM-YIELD- • STATIC LEVEL 1 n MUNICIPALITY OF ANCHORAGE • '� DEPARTMENT OF HEALTH & HUMAN SERVICES Mei Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I. D. # 01 D- ?,Ion.- iia HAA# nG',` 1. GENERAL INFORMATION Complete legal description Lo 2• Btock 9: McMahan Subdivision #2 Location (site address or directions) 3550 T Anchorage AK 99516 Property owner HaKotd (uitson Day phone 345-3307 Mailing address P-0- Box 110193 Anchone AK 99511 Lending agency Day phone Mailing address Agent Ra2nh Nobkega/VISTA REAL ESTATE Day phone 56.2-6464 Address 3000 "C" StI14994 Sfl itP 101 Awehanago, AK 99503 Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: �J__ \\1 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: Individual on-site XXX 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.1191) Front MOAs21 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 further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm 17034 Eagle River Loop Address Paml.Rivp ,„ Engineer's signature 6. DHHS SIGNATURE Approved for bedrooms. Disapproved. Conditional approval for Additional Comments By: Phone Z5� 2 9 Date ?1� 19 3 bedrooms, with the following stipulations: Date ?-3 —%3 The Mun)nipality 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 fol errors or omissions in the professional engineer's work. 72-025 (Revv1/91) _Back MOA N21 Municipality of Anchorage Department of Health and Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: HC' If',A� �u�sJ J�,-,7 Parcel I.D. A. Well Data Well type -a If A, B, or C, attach ADEC letter. ADEC water system number FJ Log preseryt (Y N) Date completed w Driller I l - 0 -12� l�� 41, Total depth ' / Cased to 1 Casing height rr Sanitary se (Y Wires properly protected (Y ) FROM WELL LOG Date of test Static water level / Well flow 9•P -m• Pump levell u SEPARATION DISTANCES FROM WELL TO: AT INSPECTION SepticAu)Wing.tank on lot ZEA ; On adjacent lots 'r Absorption field on lot ✓ ; On adjacent lots i ' Public sewer main t� Public sewer manhole/cleanout 1-l/7& - I Sewer service line 2� / 4-- Petroleum tank 0yt-A Y�JC0" WATER SAMPLE RESULTS: �, ✓�� �ur�T� Coliform G Nitrate 9146- - Other bacteria �l Date of sample: �f�3 Collected by YG-- B. SEPTIC/HOLDING TANK DATA Date install �J I �7 Tank size Ib V Compartments Cleanout /N) Foundation cleano (Y ) Depression (Y9 High water alarm(Y ) Alar tested (Y/N) Date of pumping 0f� '�i�t-�� Pumper EJ 6�- SEPARATION DISTANCES FROM SEPTIC/SANK TO: r t r Well(s) on lot On adjacent lots '►' Foundation I To property line Absorption field Water main/service line i Surface water/drainage I O -Z) 4- 101�_ 72-026(3/93)• Front CONTINUED ON BACK PAGE C. LIFT STATION Date installed Size in gallons Vent(Y/N) High water alarm level _ Meets MOA electrical codes SEPARATION DI MYS!II "Pump on" level at FROM LIFT STATION TO: D. ABSORPTION FIELD DATA On adjacent lots Manufacturer (Y/N) "Pump off" Level at Cycles tested MUNICIPALI FY OF ANCI IORAGE ENVIRONMENTAL SERVICES DIVISION AUG 2 0 1993 Surface water Kck-r. IV LD Date installed �I 1 �7I Soil rating (GPD/Ft') ;,2- System type -_V� r� � / r Length Width 2J Gravel thickness Total depth Z / Total absorption area �`✓� Cleanout presen(Y ) Depression over field (Y� Date of adequacy test 1-D Results (p /fall) I ,�Ic� S�G.I fr Bedrooms Water level in absorption field before test �t& After test ' IP Peroxide treatment (past 12 months) (Y N) tj If yes, give date I,—) 11:f4_-\- SEPARATION DISTANCE FROM ABSORPTION FIELD TO: I / Well on lot 1_2� On adjacent lots 'r Property line To building foundation « To existing or abandoned system on lot b '� On adjacent lots X70 / Cutbank F� Or 1 Water main/service line Surface water O -Z) Driveway, parking/vehicle storage area 00 Curtain drain E. ENGINEER'S CERTIFICATION l certify that 1 have checked, verified, or conformed to all Signature and HAA guidelines in effect on the; date, of this inspection. 77034 Eagla River No. g04 ,a Engineer's Name , t , ' f Date HAA Fee $ U Date of Payment Y, — - Y Receipt Number ! % r 4"Z 72-026 (3/93)' Back Waiver Fee $ Date of Payment _ Receipt Number_ COMMERCIAL TESTING & ENGINEERING CO. ,ENVIRONMENTAL LABORATORY SERVICES SINCE 190 8 REPORT of ANALYSIS Chemlab Ref.# :93.2696-3 Client Sample ID :L2 B9 MCMAHON S/D Matrix :WATER Client Name :S & S ENGINEERING Ordered By :RAY SHAFER Project Name Project# PWSID :UA Sample Remarks: ROUTINE SAMPLE COLLECTED BY: RAY. 5633 B STREET ANCHORAGE, AK 99518 TEL: (907) 562-2343 FAX: (907) 561-5301 WORK Order :67023 Report Completed :06/14/93 Collected :06/10/93 @ 09:03 hrs. Received :06/10/93 @ 16:00 hrs. Technical Director:STEPHEN f. EDE Released By / 2Z� I QC Allowable Ext. Anal Parameter Results Qual Units Method Limits Date Date -------------------------------------------------------------------------------------- Nitrate-N 8.45 mg/L EPA 353.2/300.0 10 06/11 See Special Instructions Above UA = Unavailable ** See Sample Remarks Above NA = Not Analyzed U = Undetected, Reported value is the practical quantification limit. LT = Less Than D = Secondary dilution. GT = Greater Than 030SGS Member of the SGS Group (Socidtd Gdndrale de Surveillance) ENVIRONMENTAL SERVICES IN ALASKA, COLORADO, UTAH, ILLINOIS, OHIO, MARYLAND, WEST VIRGINIA, NEW JERSEY, SOUTH CAROLINA Init LLH Huai - pality of Ancf- Drage Department of Health and Human Services Tom Fink, 825 "L" Street Mayor P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 September 15, 1993 Robert Shafer, P.E. S & S Engineering 17034 Eagle River Loop Road Suite 204 Eagle River, Alaska 99577 a Subject: Waiver Request for Lot 2 Block 9 Mc Mahon Subdivision #2 Waiver Request #WR930048, PID #017-362-09, SW930290 Dear Mr. Shafer: Your request for waiver(s) of the required 100 foot horizontal separation of a septic system to a private well has been approved. The approved separation distance(s) are a private well on Lot 2 Block 9 to the leachfield on Lot 3 Block 9 Mc Mahon Subdivision #2 of 95 feet. This waiver approval applies to the existing septic system to well separation only. Any future upgrade to either will require all separation distances be met or another approval from this department. Sincerely, EM, , 1UFA Daniel J. Roth Civil Engineer On-site Services ljm:#6 Concur: Iq h Sm' h P E o n i rogram Manager On-site Services Muni( pality of AncLrage Department of Health and Human Services dhh5 Tom Fink, 825 "L" Street Mayor P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 September 2, 1993 Robert Shafer, P.E. S & S Engineering 17034 Eagle River Loop Road Suite 204 Eagle River, Alaska 99577 Subject: Waiver Request for Lot 2 Block 9 Mc Mahon Subdivision #2 Waiver Request #WR930048, PID #017-362-09, SW930290 Dear Mr. Shafer: Your request for waiver(s) of the required 100 foot horizontal separation of a septic system to a private well has been approved. The approved separation distance(s) are a private well on Lot 2 Block 9 to the leachfield on Lot 3 Block 9 Mc Mahon Subdivision #2 This waiver approval applies to the existing septic system to well separation only. Any future upgrade to either will require all separation distances be met or another approval from this department. Sincerely, b)�- '�'. 7//?0& Daniel J. Roth Civil Engineer On-site Services DJR/ljm rf � l l411, (j1d j •p I MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-site Services Section Waiver Review Worksheet WR# WR930048 PID# 017-362-09 HA# Date Received: July 29, 1993 Legal Description: Lot 2 Block 9 Mc Mahon #2 Permit # Engineer: Robert Shafer, P E S & S Engineering 17034 Eagle River Loop Road Suite 204 Eagle River 99577 Applicant: Harold E. & Marsha Wilson Waiver Requested: Well on property to the leachfield on Lot 3 Block 9 of feet. Criteria: 1. Geology: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation TOTAL: 2. Special Conditions: 3. Other: Points: Waiver is Granted: X, Waiver is NOT Granted: List Conditions or Reasons for above: SEF ��rllE/% Date: L 3 - D By: Reviewer Rec #: 24959 Amount: $ 590.00 Date Paid: July 29, 1993 whivEie 1?FQu Esr for? tai 2 8L OCH q M c/'l/it/loN ---2 s u 0 WR 1 VFR fl Eq u Esr 1V Ullig,ER W R 9'30048 tvli/ vEk R)Eq uESr F04 OA/ -LOT wEL L ra l or 3 S /tosoePr/o1v 7 OF 0/7 FicEr SrPr(c P,4 o; — F"F- SueTEGT CO-V.rrMll In/ Tu,vF_ 1976, THE 1�s , siLrY SENO #T- 200 ft7BFO. rHE raNrOuRs IN &t'iF-13 ARE SZOPIA16 FtFUM rH &-ELL /N l u�-=Snoti pow,✓ To nrE srsT'r_ ws 117 '/o. H u-,6vEr�, r--ee sK6 oiNir-FR &-rtreR To rl4e 19-1eF.g Sl oPl,v 6 FROM 7-14F ,E f9-sT PAS A, 77t tiTaL� /5/ otAV 710,41 up�st'19�/Ei r-K&M O L F_cc iw 4u 46jrrl 1NFLL %,/�-T�4 71vC Sµ9TEoT 1-F 6c t-/rS LovrTaucTc�r� /nom QGT, FNE SUDTEcr tvELL Is %S" fEtrr PEEP 4-1TH THF L Ar6R GJ4/9v6L UE61Al,vin,G tir 7S' �. SuR,?auti491A-6 k.EGL L OGS /4-'D1c�Tt Tft/J / A rrPlcgL wELI #Aa T/fE SKfisu,pPrs'CE ST/euL (ONS/srcNr /N r/t!r lvye , S/oN 7*ep I 76. l iE ^?e f'REDO.a/aH.�-TL j' S/L j�tipvO/GiC'�P✓ L. Ir R-PPE1�l?s TO HE Txt?r iKE wItr&R 6Rhll z P�®U/0/aG TIDE' WELLS wiry w n rfl? /5 Pnor,EC iF0 FRarr s uAvFi'9GE CO3V2-# l/roR7'10N. �'? C.°1s9,�av //,1.r o� L 07' OF .f,`AP by fmRF4CE SO/LS H /r/4 romA' S/G r /.v /r, M�MiKGib qt$ -o m/ ov/TR,grF_t IE'v6LS rl-(,¢r /��iWO 4-/ jlrE a4oeif LIMtTs a0r �F_GI�VE XowFvF/� f7d,�r r!t!S P151/iTicu�i4/? �` 'r.�-C/?o�cH.*d T r.5 rK C fx u SF of .l -,-,Y s C a.1� G E r4y F_ P, F, (n. 77-[!S *RE.4. 11(j- L &5 I -Mr- RESK<7-3 1A V rCAt-rE 77,(I?o" 6H 9' ro ra E N o 1a r1-( � j/*� S r �Lk /S To ff�! VE Tim£ NiG FST IVI T-R0rC L F_V OIX /,v 7 -NX Tl -(r S 6f c r R -ND S. 4s M )Vf G.r'LL wtgrFl2 SRMPcE-j /A,OlCd9T£ dor01-/roe;t �Jscie7p,y /v /7W /9-r36 s. Of F. C. 5, W Q S t�Sr�N DF1t�fN ¢�' Ll1iTFR Sr.+7'IG fA. 1, i bl?VZONT`�tL �Et��t/i�rlati Q3 2y 20 X=•8t2 G /?fetid TOrh L GNCL 0510 �2G / ti rS 4.S 2 IMA M1,10, r / 5.- 8 U HEALTHAUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES ANDREPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOIL TEST PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS ON SITE WASTE WATER DISPOSALSYSTEM DESIGN q July 6, 1993 ROBERT SHAFER, P.E. ROGER SHAFER, P.E. CIVIL ENGINEERS (907) 694-2979 FAX 694-1211 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES 825 L Street PO Box 196650 Anchorage, Alaska 99519-6650 rM 4' REFERENCE: Lot 2; Block 9; McMahon Subdivision, Addition #2 3550 Taiga, Anchorage Request you grant a waiver for the horizontal separation distance between the well serving the referenced property and septic leachfield on the adjacent Lot 3 at a distance of 97 feet. A waiver of the separation distance down to 97 feet should be granted for the following reasons: 1. A slope of roughly 5% provides good positive drainage away from the well. 2. A stretch of heavy vegetation and rough ground will deter effluent from reaching the well in the event of surfacing on lot 3. 3. Nitrate levels in the well meet Municipal requirements at 8.45 mg/l and no coliform or other bacteria are present. Nitrate levels are typically higher in shallow unconfined aquifers like the one serving the referenced property verses deeper confined aquifers. 4. The well log indicates the well serving the referenced property is cased to its full depth of 79 ft. 5. The well log indicates water was encountered from 63 to 75 feet during drilling. The current static water level is at 46 feet below ground level. Surface water or septic effluent must filter through roughly 40 ft of receiving soils before reaching the aquifer. Contaminants will be removed before reaching the aquifer. 17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER, ALASKA 99577 m Oz Z 3� rn v Z D tn M � Z o N T Z Page Two McMahon Subdivision, Addition #2; Block 9; Lot 2 July 6, 1993 6. Records on file for lot 3 show the septic system receiving soils to be rated at 130 sq. ft. per bedroom. This type of soil is generally very effective in filtering harmful effluent contaminants from water as it passes through the soil. If you have any questions or require additional information for your review please contact us. Sincerely, SCOTT W. SWENOR ENVIRONMENTAL ENGINEER RAS/SWS/LSU/lsu En O m 40' SCALE UPGRADE 0) (f) .4 > z M 0 > Q) 2 "0 + 11 r cn O C) o N o) ril r: Fill G) n OD O cl) aw COMMERCIAL TESTING & ENGINEERING CO. ENVIRONMENTAL LABORATORY SERVICES 1- 51NCE1908 REPORT of ANALYSIS 5633 B STREET Chemlab Ref .# :93.2696-3 ANCHORAGE, AK 99518 Client Sample ID :L2 B9 MCMAHON S/D TEL: (907) 562-2343 Matrix :WATER FAX: (907) 561-5301 Client Name :S & S ENGINEERING WORK Order :67023 Ordered By :RAY SHAFER Report Completed :06/14/93 Project Name Collected :06/10/93 @ 09:03 hrs. Project# Received :06/10/93 @ 16:00 hrs. PWSID :UA Technical Director:STEPHEN . EDE Released By Sample Remarks: ROUTINE SAMPLE COLLECTED BY: RAY. QC Allowable Ext. Anal Parameter Results Qual Units Method Limits Date Date Init ---------------------------------------------------------------------------------------------- Nitrate-N 8.45 mg/L EPA 353.2/300.0 10 06/11 LLH * See Special Instructions Above UA = Unavailable ** See Sample Remarks Above NA = Not Analyzed U = Undetected, Reported value is the practical quantification limit. LT = Less Than D = Secondary dilution. GT = Greater Than ANN SGS Member of the SGS Group (Societe Generale de Surveillance) ENVIRONMENTAL SERVICES IN ALASKA, COLORADO, UTAH, ILLINOIS, OHIO, MARYLAND, WEST VIRGINIA, NEW JERSEY, SOUTH CAROLINA 11;Is' OIICIPALI OF ANCHORAG DEPT. OF HEALTH rvm MUNICIPALITY OF ANCHORAGE gNVIRONMENTAL PROTECTION OF HEALTH & ENVIRONMENTAL PROTECTI N DEPARTMENT 825 L Street - Anchorage, Alaska 99501 • 7 v 9 SEP 2 S 178 ENVIRONMENTAL ENGINEERING DIVISION Telephone 264-4720 D RE��IV� REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing. 1. P.R�PERTY OWNER ) -4 q44 PHONE n/ `-J a- r 4 <' A I MAI NGOADDR SS 3c c) ^ �� PROPERTY RESIDENT (If different from above) J] Three ED Six PHONE /VlQ/ INDIVIDUAL* *.ATTACH WELL LOG. A well log is required for all wells drilled 2 B Y R Gl�o ��s since June 1975. For wells drilled prior to that date, give well PHONE 3�3�I�- MAIL N ADDRESS C C� !/ — G Y S 1 % l ftn .A1� I v ec le-' l� 4 3. L ING INSTI]7TUTION C% INDIVIDUAL/ON-SITE** PHONE ' L" If system is over two (2) years old an adequacy test is required ❑ PUBLIC UTILITY MAILING ADDRESS ,!57 l p -e, 4. REALTOR/AGENT — eez t,�-,a� 01 f� o fi ICE14 e, C _ f{��s PHONE 3 3 - 7 y2 ! MAI LI NG ADDR ESS -53 - . Uv,.f��V �` GL b U 5. LEGAL DESCRIPTION - STR ET LOCATI N 6. TYPE OF SIDENCE NUMBER OF BEDROOMS ❑ One ED Four ❑ Other SINGLE FAMILY ❑ Two El Five ❑ MULTIPLE FAMILY J] Three ED Six 7. WATER SUPPLY INDIVIDUAL* *.ATTACH WELL LOG. A well log is required for all wells drilled E] COMMUNITY since June 1975. For wells drilled prior to that date, give well ❑ PUBLIC UTILITY depth (attach log if available.) 8. SEWAGE DISPOSAL SYSTEM **If individual/on-site, installation date C% INDIVIDUAL/ON-SITE** give 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 REQUEST BEFORE PROCESSING CAN BE INITIATED. 72-010(3/78) 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: I ZS"O If Tank is homemade give dimensions: SOILS RATING \ TYPE OF TANK MANUFACT&ER TOTAL ABSORPTION AREA MATERIA✓L��1'-v`Y_""- 4. DISTANCES WELL TO: Septic/Holding Tank Absorption Area Sewer LineU Nearest Lot Line Absorption Area to nearest Lot Line 5. COMMENTS Z� APPROVED FOR BEDROOMS ❑ CONDITIONAL APPROVAL (letter must accompany certificate) ❑ DISAPPROVED DATE /©-13 -)r BY (Title) � v LEGAL DESCRIPTION 72-010 (Rev. 3/78) 6q �b%04A6£ Y u Y qb'�/P£0 IAiIYTK% A `96` vrn GREATER ANCHORAGE AREA BOROUGH la o3 D 7Lo Department of Environmental Quality[] 3330 "C" Street, Anchorage, Alaska 99503 274-4561 Date Received December 28, 1976 Time of Inspection 3 3 P.M. Date of Inspection _12—W-76 Tuesday REQUEST FOR APPROVAL OF Pr t INDIVIDUAL SEWER & WATER FACILITIES FOR Conv. 1. Approval requested by: Home Federal Savings & Loan Mailing Address: 535 D Street, 99501 Phone: 272-1451 2. Property Owner: James E. Jackson Phone: 344-4282 Mailing Address: 2001 Wildwood Lane 3. Legal Description: Lot 2 Block 9 Mc Mahon 4. Location: St. Taiga 5. Type of facility to be inspected Single Family No. of bedrooms 3 6. Well Data: A. Type Individual B. Depth 80' C. Construction D. Bacterial Analysis 7. Sewage Disposal System: on—site system °�'7&76.) A. Installed 19=90 B. Installer C. Septic Tank: 1. Size 2. Manufacturer D. Seepage Pit: 1. Absorption Area 2. Material E. Disposal Field: Total length of lines 8. 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 Page 2 -of two pages - Rei^st for Approval of Individual f' 'er & Water Facilities WLegal Description Lot 2 Block 9 Mc Mahon Subdivision Comments Approved ic r Disapproved Date 7- Approval,Valid for one year from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM I certify that the information contained in this request for approval to be a true and accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED EQ -034 (1/74) Date MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 2510 East Tudor Road, Anchorage, Alaska 99504 276-2221 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER and WATER FACILITIES 1. Type of Inspection:`` CMRO 2. Property Owner: ),j%PAf% Ie + Mailing Address: 1 Q1L,0bW0*0 3. Name of Buyer: 4?L�N����® VA "]%1-C.it5eAd O'Day FHA CONY f Phone: 344(-4/e)l81 Day Phone: 3 9/4 is Mailing Address: 4. Name of Lending Institution: Atoaera Pe06'2M� 64V/A/Q� Mailing Address: Phone: �-7 ,/►� 5. Name of Realtor or Agent: Mailing Address: Phone: g 6. Legal Description: %� t' � �V 6, 64.. T�i�iar4 Location: 7. Type of Facility to be Inspected: g✓tea W ijeA0*" No. Bdrms. -fkxre 8. Water Supply Type of Supply: Public Utility Individualy If Individual, number of dwellings presently served Abo a mor i If Individual, depth of well 9. Sewage Disposal System Type of System: Public Utility Individual (on-site) If Individual, date of installation 72-003(3176)