HomeMy WebLinkAboutMANN #2 BLK 6 LT 7MANN #2 Lot 7 MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP251019 Work Type: SepticTank Upgrade Tax Code Number: 02048115000 Site Legal Address: MANN #2 BLK 6 LT 7 G:3237 Site Mailing Address: 16340 GOLDEN VIEW DR, Anchorage Owner: WOLLRICH AARON & HEATHER Design Engineer: PANNONE ENGINEERING SERVICES This permit is for the construction of: Effective Date Expiration Date: fn ^J t)eparrrnc�nt Lot Size in Sq Ft: Total Bedrooms: 1/30/2025 1/30/2026 45000 ❑ Disposal Field 0 Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction shall 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 shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing R3eceived-B.y: �-5sc.�e� to /' s Date: Issued By: !rt/ Date: 4 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 020-481-15 Property owner(s) Aaron & Heather Wollrich Mailing address Site address 16340 Golden View Drive Legal description EMUS= Number of Bedrooms 4 Engineering Firm Pannone Engineering Services, LLC Building Permit Number Day phone Not Applicable RN APPLICATION IS FOR: APPLICATION IS AN: (Z all that apply) Absorption Field ❑ Initial ❑ Septic Tank El Upgrade FJ Holding Tank ❑ Renewal ❑ Privy ❑ Well ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Sep distance to seasonal high ground water Permit/Rush Fees: _# 360 Date of Payment: z Permit No. O_C;)Pz�jol� Waiver Fees: Date of Payment: Waiver No. Distance: 3ft Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@panengak.com Mailing: P.O. Box 1807 Palmer, AK 99645 Telephone: (907) 745-8200 FAX: (907) 745-8201 Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, Alaska Subject: Mann #2 B6 L7 Septic Tank Upgrade Permit Request This is a design narrative for a permit to install a 1500-gallon STEP tank to replace an existing 1500-gallon STEP tank to be issued for this property. The existing tank has failed and will be removed per MOA code. Currently the lot is developed. The proposed replacement will be connected to the existing drain fields. This lot and the surrounding lots are served by private wells. There are currently no wells within 100’ of this upgrade. 1. Upgrade Tank Design. A double clean out installed prior to the new tank. The tank will be located: 5’+ from any property line. 5’+ from any deck/stair support. 10’+ from building foundation. 10’+ from any water line. 100’+ from any surface water. 100’+ from any private wells. 200’+ from any public wells. The proposed installation will not affect the future development of this or the surrounding lots. If you have any questions or concerns, please contact me at (907) 745-8200. Sincerely, SRP Steven R. Pannone, PE, F. ASCE Owner/Civil Engineer 24 January 2025 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251019, Deb Wockenfuss, 01/30/25 PA N N O N E E N G S V C , L L C ( C . I . 1 0 8 8 ) AC P FO R C O N S T R U C T I O N MA N N # 2 B 6 L 7 AA R O N & H E A T H E R W O L L R I C H SI T E : 1 6 3 4 0 G O L D E N V I E W D R I V E AN C H O R A G E , A K 01 / 2 3 / 2 0 2 5 02 0 - 4 8 1 - 1 5 OS P 2 5 1 0 1 9 SR P 01 / 3 0 / 2 0 2 5 1" = 6 0 ' 1 O F 2 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251019, Deb Wockenfuss, 01/30/25 PA N N O N E E N G S V C , L L C ( C . I . 1 0 8 8 ) AC P FO R C O N S T R U C T I O N MA N N # 2 B 6 L 7 AA R O N & H E A T H E R W O L L R I C H SI T E : 1 6 3 4 0 G O L D E N V I E W D R I V E AN C H O R A G E , A K 01 / 2 3 / 2 0 2 5 02 0 - 4 8 1 - 1 5 OS P 2 5 1 0 1 9 SR P 01 / 3 0 / 2 0 2 5 2 O F 2 2.2. SCOPE OF WORK: INSTALL STEP TANK IN ACCORDANCE WITH THE ATTACHED DESIGN AND SPECIFICATIONS. -- FEET -- FEET Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251019, Deb Wockenfuss, 01/30/25 „rt Municipality of Anchorage =°'`` ”` Department of Health and Human Services Building Safety Division 5" ` `�' On-Site Water and Wastewater Program, 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 Page 1 of 5 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL IN PEC I F�j� RT 6 "�1�� i Permit Number: SW SW030248 PID Number: 020-051-18 Name: Aaron Wollrich Wastewater System: ® New ❑ Upgrade Address: PC) Box 91704, 99509 ABSORPTION FIELD Phone: Number of Bedrooms: ❑ Deep Trench O Shallow Trench ® Bed O Mound ❑ Other: LEGAL DESCRIPTION Soil Rating: rPD1Flz Total Depth from original grade: Block: Lot: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe: Township: Range: Section: Fill added above original grade: Gravel Length: Well: New Upgrade ®❑ Gravel width: Number of lines: Distance between lines: Classification (Private, A, B, C): Total Depth: Cased to: Total absorption area: Pipe Material: Private 47 Ft. 45 Ft, 120 Ft' 3034 PVC Driller: Date Drilled: Static Water Level: Installer: Date Installed: Alpine Drilling 8/14/2003 37 Ft. Beek ContractinaQ/2012003 Yield: Pump Set at: Casing Height Above Ground: TANK 5 GPM 127 Ft. 2 Ft. SEPARATION DISTANCES ❑ Septic ❑ Holding ® S.T.E.P. ❑ Other: To Septic Absorption Lift Holding ublic/Private Manufacturer: Capacity: From Tank Field Station Tank Sewer Line Anch Tank 1250 Gal. Well 133.2 155.2 140 105 Material: Steel Number of Compartments: 2 Surface Water 100+ 100+ 100+ LIFT STATION Lot Line 8.3 10.7 8.3 Size: 250 Gat. Manufacturer: Anch Tank Foundation 38.9 36.3 43.2 Pump on" level at: "Pump off' level at: High water alarm at: 44 in. 41 in. 46 in. Curtain Drain 75+ 75+ 75+ y Pump Make & Model Orenco P0511 Electrical Inspections performed by: I Curt W/ MOA BSQ Remarks: Both fields installed and are identical. 4" of ri id BENCH MARK Location and Description: insulation over fields and line from tank. Garage Slab Assumed Elevation: 100.0 Ft. Engineer's Stamp ♦ �� , . ,.;,' . S ��1 ..�` Inspections performed by: Pannone Eng. SVC Dates: 1"10/20/2003 ,: 9. LHS �0 �.....= 2nd10/20/2003 . .. .....................0 i Department of Health and Human Services pproval """' "" " """""""'� 17 *.'Steven R. :.111 Reviewed and approved by: d`J Date: 30 \ F�CJrincii e LJAV ,j' �'• ` ���� (Rev. 11/99) � e^I # �` �-� 1 J�.W����• PERMIT NO: SW030248 RECORD DRAWING P.I.D. NO: 020-051-18 WASTEWATER DISPOSAL SYSTEM LOT 7 BLOCK 6 MANN SUBDIVISION EXISTING SEPTIC rEXISTING WELL Lr.J Z LJ WELL RADIUS 100' 0 EXISTING 0 ---�� SEPTIC AREA U, NEW WELL RADIUS 100' NOTES: 1) All work shall be performed in accordance with, and all materials shall conform to. n MOA DPW regulations. r a 2) Maintain greater than 100' s from existing septics to X, proposed well. 3) Install new beds as :1 indicated. i n Z 4) Install two inches (2) of rigid insulation over entire bed. H1 ien R. Pannoi No. CE 8149 7 NEW 1 S.T.I INSULATED LINE UNDER DRIVEWAY SWING—TIES CO A 8 C TI 50.3 38.9 T2 56.7 42.3 LS 58.2 43.2 M1 67.1 48.7 M2 105.8 82.3 M3 100.3 75.0 A SV1 M4 59.8 36.3 M5 54.5 65.4 M6 74.2 81.5 M7 88.7 70.4 M8 71.5 49.6 Aaron Wollrich 16340 Golden View Anchorage. AK 99516 632-1090 TH 2 RItMY DRAI FIELD INSTALL 2 25' x8'x0.BED1-1/2 VALVES 2'TOL DEP CAL . SEE DETAIL? 110.71 M2 1.0 _aI NEW I / II I I III 4—BR I 1111 HOUS 1 I 1111 III 1111 4.1 1% UNDEVELOPED LOT NO WELLS OR SEPTICS EERVE D INFIELI WITHIN 200' 25 x 48'x .5' BED DESIGN: PERC RATE: 6-15 M 11 APPLICATION RATE: .8 GPD/ F 4 BR SINGLE FAMILY HOUSE REO'D AREA: 1200 0.5 EFFT'V DEPTH 23' x 48' I PANNONE ENG. SVC, LLC P. 0. BOX 102954 ANCHORAGE, ALASKA 99510 227-3522 P, 272-8218 Fax %TE: 11-29—?0031RECORD ALE: 1 "=60 Vraftim2 5ervices: E:\Work\L7 66 MANN 5-U\U 66 MANN 5-1). ILS1 All 11 'A" ? :•-�•/ - 99.2 / io 1 2.Co S rca -� to r -2 . + 7 O i taiam �v ►j A (A -1 > —9 D .o" o 03 m (003 o o �T '0ro rn -fq">-0-0 -4mvZ• o Nn0a 0= 12 co 0 a):3 N ITi N . rT) Ocq =DN. �T Z�(pN n m��� O D 17- X Xn D 0 25 S. S. S.0 S. 2.5 4* ftW Y erlobon I 19 nne --�11 a Ov - 1v -4 � ►tier faeAc tt m r-- n f/1 25 S. S. S.0 S. 2.5 4* ftW Y erlobon VI Z.r 0 nne --�11 a Ov - 1v -4 � ►tier faeAc tt m r-- n f/1 i z 70T:i -� z ^� M y O� f O m�z 0 zoo to C.oN Rx! G� D O X rjW Z 0 �rrrl p W p '� o q if– 00 r«h, at le•o.c. re, Primary NOTE: 3 Reserve Felds n-0 0' ?r Z WATER TABLE of some elevations. 2. N� NOZ� �Z � � SECTION o ��K � n < D o �o 0 --N 0 P� rryl X m� my D �w D r a� A O g — ( Zm z Z �Z p <� m �rn D WSTALL MOWTOR Z Zt! "JeM AT EACH CORNER 0 z -T ; ,-:3- 0 os' 0 1�y SM 4d• LONG 2S' W OE. 0.3a a. —1 Z 00 PROFILE t -A6 )IV -k 61 i28 202-! - ALS Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@panengak.com Mailing: P.O. Box 1807, Palmer, AK 99645 Telephone: (907) 745-8200 FAX: (907) 745-8201 Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK Subject: Mann #2 B6 L7 Waiver Request Ladies and Gentlemen: This letter is intended to address review comments generated by the Onsite Water and Wastewater Program on 05/19/2005, in reference to a record drawing and inspection report submittal for the subject property. Three review comments were generated by Mr. Goodall, they are summarized below for the purposes of this letter. Complete comment sheets are available on the MOA Laserfiche website. Comment 1: Bed drain field too close to surface water on the east side of Golden View Drive. Comment 2: Need to check elevations on as-built bed profile. Comment 3: According to test hole #2 the bottom of the primary bed is too close to water table. Response 1: At the time of installation, the ditch on the east side of Golden View Drive was not classified as surface water and was an ephemeral drainage which is not considered surface water. Several properties and waivers for other properties in the area also note the ditch as being dry during summer months. The stream has since been mapped and classified as an active stream. Per current regulations AMC 15.65 separation to surface water from wastewater system components is based on the measured path for which overflowing wastewater would travel. Based on MOA lidar the centerline of golden view drive is at approximately the 664-foot contour, the both the primary and reserve drain fields located at approximately the 660- foot contour. Images from google street view support this analysis of the topography in the area. It can be seen that any overflowing wastewater from both drain fields on this property would flow west, away from the ditch of the east side of Golden View Drive. Based on current regulations and area topography, both drain fields conform to the provisions of AMC 15.65. Response 2: An updated bed profile is provided with this letter. Response 3: The shallowest water table as evidenced by the previously submitted test holes is 5.0-feet BGS as recorded in May of 2003. MOA regulations require a separation distance of 4.0-feet to the highest groundwater elevation. Given the 2.0-foot total depth from original grade the reserve drain field is 1.0-foot too close to the seasonal high groundwater table. Several states including Washington, Alabama, Florida, Idaho, Louisiana, Maine, North Carolina, Utah, West Virginia, and Wisconsin (based on a technical research paper published by the state of Washington Department of Health) allow for onsite soil absorption system to be installed less than 4.0-feet to the seasonal high ground water table. Required separations range from 1-foot to 3-feet of separation. Based on the technical paper noted above viral deactivation occurs withing 16-inches with unsaturated flow and bacteria can be adequately removed with 3-4 feet. Further testing showed fecal coliform reduced to background levels within 2-feet of the trench bottom. Another study performed by Brown et al (1979) showed that fecal coliform bacteria and coliphage virus were removed within the first 1-foot of soil beneath the absorption field. Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor Ave, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 Furthermore, the private well serving this property is a bedrock well with steel casing extending 3-feet into the bedrock contamination from the absorption fields and the perched water table is highly unlikely. A search of the MOA Nitrate values map shows nitrate levels of the immediate surrounding properties of less than 1 mg/L. Lots extending further from the subject property have nitrate values ranging from 2-3 mg/L with only a single lot in the immediate vicinity exceeding 6 mg/L. It is clear that the soil absorption system on the subject property is not impacting the nitrate levels in the area. Based on the information noted above and the allowance of other jurisdictions to reduce the separation distance to seasonal high groundwater table we hereby submit a request to waive the requirement of AMC 15.65.210.B.2.a, to a distance of 3.0-feet. Granting this waiver is not likely to affect the health and safety of this lot or the surrounding lots now or in the future. Furthermore, granting this waiver will not hinder the future development of this or surrounding lots. If you have any questions or concerns, please contact me at (907) 745 8200. Sincerely, Steven R. Pannone, P.E. Owner/Civil Engineer 30 January, 2025 ,,� Muni"cipality of Anchorage Department of Health and Heiman Services 8251.' Street P.O. Box 196650 Anchorage, Alaska 99519 6650 Rick Strom http:#www.ci.anchorage.ak.us Mayor Permit Number: #SW30 0248 Date of Issue: -1 3 Parcel Identification Number: 020-051-18 Date Started: 8-14-03 Date Completed: B-14-03 is well located at approved permit location? ® Yes ❑ No Legal Description: Mann # 2 81k 6 Lot 7 Property Owner Name & Address: Aaron Wolldch 16340 Goldenview Drive Borehole Data: Soil Type, Thickness & Water Strata stick -up -- organics & silt gravelly silt silt silty water sand & gravel silt silty water sand & grave 2 gpm bedrock Depth (ft) From To 0--- 2 7 15 27 32 39 42 2 7 15 27 32 .Method of Drilling ®air rotary ❑ cable tool Casing types steel Wall Thickness- .250 inches Diameter. 6 inches Depth: 4y9 feet Liner Type: Diameter. inches Depth: feet Casing stickup above ground: 2 feet Static water level (from ground level): 3_7 39 Pumping level: 127 feet after 42 2 hours pumping f gpn? 147 Recovery Rate: 5 gpm Method of Testing: airlift Well Intake Opening Type: ❑ Open End ® Open Hole ❑ Screened Start feet Stopped feet ❑ Perforations Start feet Stopped feet Grout Type: bentonite # 8 Volume: Depth: Start 0 feet Stopped Z feet Pump: Intake Depth feet Pum size lip Brand Name Well Disinfected Upon Completion? ® Yes ❑ No Method of Disinfection: Comments: Well Driller. Alpine Drilling & Enterprises PO Box 110496 Anchorage Alaska 99511 Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property - MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water d Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519.6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Permit Number: SW030248 Legal Description:MANN #2 BLK-6 LT -7-7 Date Issued: Jul 15, 2003 Expiration Date: Jul 14, 2004 Parcel ID: 020-051-18 Design Engineer: 0062 Pannone Engineering Services Site Address: 016340 GOLDEN VIEW DR Owner Name: Aaron Wollrich Lot Size: 45000 SQ. FT. Owner Address: 16340 Goldenview Drive Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE. AK 99516 - This permit is for the construction of: Disposal Field E Septic Tank ❑ Holding Tank ❑ Privy ❑✓ Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specked 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: Issued By: atlxo P6LA441QY3A Q Date: Date: %— /✓T' 0.7 Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 07t) —0'51 _ 1 Permit Number SW Property owner(s) Aaron Wolirich Day phone 632.1090 Mailing address (1)16340 Goldenview Drive Mailing address (2) Anchorage AK Zip Code 99516 1 Legal description (Lot, Block & Sub'd.) Lot7. Block 6 Mann SID Legal description (Section, Township & Range) Lot Size .ddM a 0 00 AcreSq.Ft. Number of Bedrooms 4 THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well ® Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ I 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. (Signature of property owner or authorized agent) Permit Fees: Date of Payment: Receipt Number: (Rev. 12/00) Waiver Fees: Date of Payment: Receipt Number: Pannone Engineering Services, LLC P.O. Box 102954 Consulting Engineers Anchorage, Alaska, 99510 (907) 272-8218 (907) 272-8218 Fax July 5, 2003 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Lot 7, Block 6 Mann S/D Well & Septic System Permit Request Gentlemen: My firm was asked to investigate a new septic system serving this lot. Two test holes were excavated in May of 2003 on the lot. The soils report and a percolation test result are attached. No bedrock was encountered in the test hole. Ground water was encountered while digging the test holes and stabilized at a depth 5 feet below ground levelon May 26, 2003. This level is consistent with the surrounding ground water levels for the area. The lot is approximately 44,780 square feet in size. Lot 7 slopes to the west at approximately on percent in the area of the test holes The proposed installation will be located on theeastem portion of the lot. The proposed private well will be located in thewestem portion of the lot. The proposed location is greater than 100 feet away from existing & neighboring wells and 25 feet from the water service lines. The surrounding wells are located grater than 100 feet from the proposed installation. The proposed installation will not affect the future development of the surrounding or existing lots. See the attached Design. If you have any questions or concerns, please contact me at 2273522 or 272-8218. Sincerely, Steven R. Pannone, P.E. Civil Engineer Attachments: C:\Work\Letters\7-6 Mann.001.doc PERMIT NO: DESIGN DRAWING WASTEWATER DISPOSAL SYSTEM LOT 7 BLOCK 6 MANN SUBDIVISION �EXISTINC WELL WELL RADIUS 1 PROPOSED WELL SEE NOTE 2 RADIUS 100' EXISTING SEPTIC NOTES: 1) All work shall be performed in accordance with, and all materials shall conform to, MOA DPW regulations. 2) Maintain greater than 100' from existing septics to proposed well. 3) Install new beds as indicated. 4) Install two inches (2") of rigid insulation over entire bed. P.I.D. NO: EXISTING SEPTIC AREA I TH 2 PRIM INSTALL 2 25 x \1-1/2 VALVES 2' TO — SEE DETAIL PROPOSED 150 GAL. S.T.E.P. TAN —110.0— PROPOSED 4—BR HOUSE INSULATE LINE UNDER DRIVEWAY pk z LTJ 0 J 0 FIELD BED UNDEVELOPED LOT NO WELLS OR SEPTICS ESfiWx E Dim FIELD WITHIN 200' 25' BED DESIGN: PERC RATE: 6-15 M 11 APPLICATION RATE: .8 GPD, 4 BR SINGLE FAMILY HOUSE REO'D AREA: 1200 0.5 EFFT'V DEPTH 23' x 48' EPARED FOR: PANNONE ENG. SVC, LLC Aaron Wollrich P. 0. BOX 102954 16340 Golden View ANCHORAGE, ALASKA 99510 Anchorage, AK 99516 227-3522 P, 272-8218 Fax 632-1090 DATE: 6-30-2003 DESIGN PERMIT No: DESIGN DETAILS WASTEWATER ABSORPTION SYSTEM LOT 7 BLOCK 6 MANN SUBDIVISION NOTES: 1) ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH, AND ALL MATERIALS SHALL CONFORM TO, AMC15.65. 2) ADD A MINIMUM OF 2. OF R.I. OVER ENTIRE BED. 3) MAINTAIN 30' SEPARATION FROM ALL imuffa SLOPES GREATER THAN 25%. 1 ro :n R. Pannone CE 8149 _ _ R TO Resam nm - uric VALVE DETAIL z O F�— U w In Aaron Wollrich 16340 Golden View Anchorage, AK 99516 632-1090 3enl VaUN ` 6 L I ii IN 38ru VUHM ua me= S3enl 3ANA NOV3 Z m* NVm NO NY= yb NY= = my= muVOW10! P.I.D. NO: �o� IPannone Eng. Svc., LLC P. 0. BOX 102954 ANCHORAGE, ALASKA 99510 972-8218. PHONE & FAX SOILS LOG - PERCOLATION TEST PANNONE ENGINEERING SERVICES P.O. BOX 102954 ANCHORAGE, AK 99510 (907) 272-8218 PERFORMED FOR: Aaron Wollrich DATE PERFORMED: 5-19-03 LEGAL DESCRIPTION: lot 7 Block 6 Mann SID TEST HOLE 1 SLOPE S PIJ Iw awus loo' FILL Gravel Fill 1 Brown Peat I OR 2- 3- 4- 5- 6- 7- 8- 9- 10. ll 12 13 14 15 0 I 16 rn z 17 4 � 18 19 1 20 GP Poorly graded Gravel W/Cobbles 8' MSA BOH TEST HOLE I WAS GROUND WATER C•J 4L �° 49TM d 81 0 ENCOUNTERED? YES IF YES, AT WI IAT DEPTH? -6- TEST HOLE REPTF'ToWATER AFTER MONITORING? -6.0 DATE: 5-26-03 ET DEIME W.6'10 W 5 1---- 6 !10 5---- 6- 18:51 1 10 1 5 PEROLATION RATE 11.0 (min/inch] PEKC TEST RUN BEWTEEN 3 FT and 4 FT COMMENTS: Test hole excavated by Dan Beeks Test Hole was presoaked before perc test. NET DROP 4 SOILS LOG - PERCOLATION TEST PANNONE ENGINEERING SERVICES P.O. BOX 102954 ANCHORAGE, AK 99510 (907) 272-8218 PERFORMED FOR: Aaron Wollrich DATE PERFORMED: 5-19-03 LEGAL DESCRIPTION: Lot', Block' kq� cin TEST HOLE 2 FILL Gravel Fill 1- 2- 3- 4- S- 6- 7- 8- 9- to - it. 12 13 14 15 16 17 18 19 20 OR I Brown Peat Grey Silt w/ Sand GPIPoorly graded Gravel w/ Cobbles 8' MSA Boil 492 F; 0 PEROLATION RATE 11 O (mtn/tncnl rnrcc n.,��..•�••�••-••••-•• TEST RUN BEWI•EEN 3 FT and 4 FT COMMENTS: Test hole excavated by Dan Beeks Test Hole was presoaked before pert test. \ ':1 .� ,--, -� � ,� •� syr .,� January 10, 1986 TO: Permit Applicant P. O. UX 6650 ANCHORAGE, ALA.IKA 99502 Gor;O +9G'j �6�-dill DEPARTMENT OF HEALTH 3 HUMAN SERVICES Subject: Permit 11 850107 Lot 7 Block 6 Mann Subdivision 112 A permit issued by this Department for an individual well and/or on-site sewer system has expired as of December 31, 1985. Permits are issued on a calendar year basis by authority of Municipal Ordinance. A new permit must be obtained from this Department for any well and/or on-site sewer system not installed by the expiration date. If you have drilled the well, a well log needs to be sent to this Department for documentation of the installation and to close the permit. If a private engineer inspected the installation of the on-site sewer system the original as -built inspection report(three part form) must be sent to this office for review and approval,and for documentation. If there are any further questions, please call this office at 264-4720. Sincerely, Susan E. Oswalt Program Manager On-site Services SEO/ljw enc: Copy of Permit PERMIT NO: DATE ISSUED: APPLICANT: ADDRESS: CONTACT PHON ����������I, :I! li YJC� , 1! !F:i�li il 17 Ito 14q C7 1-1 TV 1717"ID F�] DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTIDN 825 L STREET, ANCHORAGE, AK 99501 264~472O 85S107 04/19/85 BILL LOVELACE TONY BARTER/ 15140 CURVELL DRIVE ANCHORAGEr AK 99516 345~1287 TAP F�T.. L. F"|EkAVI T^0 LEGAL DESCRIP: SUBDIVISION: PT) N14 #2 LOT: 7 ' 8LOCk: 6 SECTION: 3 TOWNEHIP: 111 J RANGE: 3W LOT SIZE: 450O0 /SQ,FT. OR ACRES) LOT LOCATION: GOLDEN VIEW DRIVE MAX BEDROOMS: 4 Listed below are the options available to you in designing your se fit. ic system, Choose the option that best fits your site. ]F P'J DEPT!A TO PIPE BOTTOM (FIT .> 4.0 4..O GRAVEL DEPTH HFT,) TOTAL DEPTH (FT.) 4^5 6,0 ^ ^ GRAVEL WIDTH (FT"> 20^0 5.0 GRAVEL LENGTH (FT.) 38.0 7).0 GRAVEL VOLUME (CU,YDS. ) 28"2 ` 32.5 TANK SIZE (GALS) 1;250.0 SOIL RATING (SQ.FF. /BR) 125 125 ** TANK MUST HAVE AT LEAST TWO COMPARTMENTS I certify that: 1, I am {amiliar with the requirements �or on^site sewers and wells as szt forth by the Municipality of Anchorags (MOA> and the State o[ Alask�. 2, I will install the system in accordance with all POA codzs and regulations!j and in compliance with the design criLeria of this permit. 3, I will adhereto all MOA and State o{ Alaska requirements {or the set back distances �rom any existing well, wastewater disposal system or public sewerage system on this or any adjacent or nearby lot. 4. I understand that this permit is valid for a maximum o[ 4 bedrooms and any enlargoment will require an additional permit. IF A LIFT STATION IS INSTALLED IN AN AREA COVERED BY MOA BUILDING CODES� THEN <1) AN ELECTRICAL PERMIT AND IKSPECTION MUST BE OBTAINED; (2) AS -Evil L7S WILL NOT BE APPROVED WITHOUT AN ELECTRICAL lNSPECTION! REPORT; AND ON THE ELECTRICAL WORK MUST BE DOW: 3Y.A |I�TRIFT P FrWUITM. SIGNED DATE: APPLICANT: BILL i U)VELACE TONY 8ARTER/ ISSUED BY DATE� SOILS LOG r 0'7 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 11 PERCOLATION TEST 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG — PERCOLATION TEST PERFORMED FOR: &// k..Je1.,-r= DATE PER FORMED:—V" — f (0 —as LEGAL DESCRIPTION: p'/ / /I� iP / / t0.A(%.L .SieC % &%4 Rdl_ SLOPE SITE PLAN 1 *t-0eylFA1 R(rA�llc 2- — _ t 3 0 G 4 6 5 - :6, �; • GP - �a 5 6 o / a 9lie 10 •.6 o JnJ/{�J 11 WASG UN WATERY S ENCOUNTER D? / L h a. O 12 P w ,�'✓ E IF YES, AT WHAT /1I •'�" ' DEPTH? La 13 r , ; 4����\\\ y} ;�S OF ,,Al 14 • .••"•'�i q1�: Cross Net Depth to Net ��3QO. •.� Reading Date Time Time Water Drop • 15 i :4 9LL ��� 0 so 0060446490 1 40 16 R� - S y D. Barter 17 �� Jl& :• CE 5130 �tlFo �RO'.....•N'N,��.•` 18 ��\\\V►���v 19 20 PERCOLATION RATE (minutes/inch) TEST RUN BETWEEN FT AND m® FT COMMENTS PERFORMED BY: 72-008 (6/79) CERTIFIED BY: DATE: W -16—g5