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HomeMy WebLinkAboutNORTON PARK LT 31CNorton Park Lot 31C #016-151-52 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: OSP161359 Tax Code Number: 01615152000 Work Type: Septic Renewal Permit Effective Dates: December 23, 2016 to December 23, 2017 Design Engineer: PANNONE ENGINEERING SERVICES Subdivision: NORTON PARK Site Legal Address: NORTON PARK LT 31C G:2730 Owner/Address: STRUEMPLER JAKE & ROBIN 11741 TIMBERLANE DR ANCHORAGE AK 995153323 Site Mailing Address: 11741 TIMBERLANE DR, Anchorage Lot Size in Sq Ft: 35203 Total Bedrooms: 4 This permit is for the construction of: Y Disposal Field N 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==B.=. Covered, sealed, and heated to prevent freezing. pecial Provisions: The entire subsurface disposal field is not within a 30 foot radius of a percolation test. A percolation test is required prior to the construction of the septic field. Submit L amped and signed results with the as -built inspection report. If the results require a design ange, construction of the system will stop pending on-site review and approval. Received B Issued By: By Date: Date: MUNICIPALITY OF ANCHORAGE (5f: ))a_j Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION (C C 2 zu�a Parcell.D. 016-151-52 Property owner(s) Jake & Robin Struempler Day phone 11741 Timberlane Drive, Anchorage, AK 99515 Mailing address g Site address 11741 Timberlane Drive Legal description (Sub'd., Block & Lot) Norton Park, Lot 31 C Legal description (Township, Range & Section) Lot Size 35,203 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑x Initial ❑ Single Family (SF) 1Z (w/wo ADU) Septic Tank F-1Upgrade F-1Duplex (D) F-1Holding Tank 1-1Renewal 7XMultiple 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. Permit/Rush Fees: Date of Payment: Receipt Number: Permit No. ci�Jf�l'i6�� Permit App_- ::�..:c Waiver Fees: Date of Payment: Receipt Number: Waiver No. Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve(cDpanengak.com December 23, 2016 Subject: Expired On -Site Water and Wastewater Permit Permit Renewal Request Permit Number: OSP151331 Legal Description: Norton Park L31C This is a request to renew the permit for the above mentioned lot. All site conditions remain the same. The construction still will not affect the health, safety, or development of the surrounding lots. Sincerely, Steven R. Pannone, P.E. Owner/Civil Engineer Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 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: OSP151331 Tax Code Number: 01615152000 Work Type: Septic Upgrade Permit Effective Dates: October 05, 2015 to October 04, 2016 Design Engineer: PANNONE ENGINEERING SERVICE Subdivision: NORTON PARK Site Legal Address: NORTON PARK LT 31C G:2730 Owner/Address: STRUEMPLER JAKE & ROBIN 11741 TIMBERLANE DR ANCHORAGE AK 995153323 Site Mailing Address: 11741 TIMBERLANE DR, Anchorage Lot Size in Sq Ft: 35203 Total Bedrooms: 4 This permit is forthe construction of: Y Disposal Field N 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 Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 016-151-52 Property owner(s) Jake & Robin Struempler Day phone Mailing address 11741 Timberlane Drive, Anchorage, AK 99515 Site address 11741 Timberlane Drive Legal description (Sub'd., Block & Lot) Norton Park, Lot 31 C Legal description (Township, Range & Section) Lot Size 35,203 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑X Initial ❑ Single Family (SF) ❑X Septic Tank ❑ Upgrade ❑x (w/wo ADU) Duplex (D) ❑ Holding Tank F-1Renewal ❑ 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. (Signature of property owner or authorized agent) Permit/Rush Fees: �9 Date of Payment: Receipt Number: 0(10128 G4 Permit No. o5P)51;J31 Permit App_;:: ;:...k; Waiver Fees: Date of Payment: Receipt Number: Waiver No, Pannone Engineering Services «c Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve(ftanengak.com September 23, 2015 Subject: Norton Park, Lot 31C Septic System Upgrade Permit Request Design Narrative This is a design narrative for a permit to install a septic system to be issued for this property. The proposed systems will serve an existing four bedroom (4) bedroom house. Currently the lot is developed. This lot is served by a private well. The surrounding developed lots are served by private wells or AWWU There are no wells within 100' of the proposed septic system. 1. Soils. One test hole was performed on this lot by Toeben Spurkland in August of 2000, and groundwater was monitored for at least seven days. Ground water not was observed to a depth of 16' below the surface in the test hole monitor tube in August of 2000. Bedrock was not encountered in the test hole. Based on the results of the percolation tests and overall soils appearance; an application rate of 0.45 gallons/day/square feet was used for a conventional wastewater system in the area of the test hole. 2. Soil Absorption System Design. a. See Sheet 1 of the design package. 3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field. The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage ditches. 4. Topography: The existing topography generally slopes from the east to the west in the area surrounding the septic system at approximately 2%. There are no steep slopes within 50' of the proposed drain field. The proposed drain field will maintain 50' separation all steep slopes. S. Drawing Markings: The Drawings are marked "For MoA Review Only'. When written notification that the review is complete and that there are no further comments is received from MoA On -Site Department, the note will be removed and "Issued for Construction" drawings will be issued. The proposed installation will not affect the future development of th is or the surrounding lots. Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 SPECIAL PROVISIONS TO SPECIFICATIONS 1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON-SITE WASTEWATER DISPOSAL SYSTEMS AND IN ACCORDANCE WITH AMC 15.65. 2. SCOPE OF WORK: INSTALL NEW SOIL ABSORPTION SYSTEM. PERFORM TEST HOLE (P) SO THAT ALL PORTIONS OF FIELD ARE WITHIN 30'. - 3. GROUNDWATER WAS NOT ENCOUNTERED TO A DEPTH OF 16 FEET BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 16 FEET BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY. - DRIVEWAY II DRAIN FIELD (P) (2EA) 60LF x 2.5'W x 6.0'ED x 10.O'TO WITH. MONITOR TUBE AND CLEAN OUT AT EACH END �Y � w o � w z J ;.AREA (E)..a ABBREVIATIONS TH TEST HOLE LF LINEAR FEET SF SQUARE FEET BR BEDROOM 3 (P) PROPOSED (E) EXISTING CO CLEAN OUT NO. MT MONITOR TUBE NO. TYP TYPICAL NOTES: FOR CONSTRUCTION PLAN WELL (E) 2% SEPTIC AF DRAIN FIELD (E) ABANDON PER CODE REMOVE ANY PART WITHIN 12' OF DRAIN FIELD (P) (INCLUDING ANY PART UNDER DRIVEWAY) AND REPLACE WITH CLEAN IN-SITU MATERIAL WELL (E) c � w r W� W 4BR F TH-1 HOUSE (E) D (T. SPURKLAND) o �.5 29 ° 31 C � t X12.0 �RVN 15009 SEPTIC TANK (E) CONNECT LINES FROM EXISTING FLOW SPLITTER TO THE MIDPOINT OF EACH TRENCH I+ i/2% \w_W—W/ LOTS SERVED BY AWWU NO WELLS OR EITCS7 PANNONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 NORTON PARK, LOT 31C JAKE & ROBIN STRUEMPLER 11741 TIMBERLANE DRIVE ANCHORAGE, AK 99515 .DESIGN PARAMETERS UPGRADE SEPTIC SYSTEM NO. BEDROOM: 4(600 gpd) TANK SIZE: 1.5009 (E) PERC RATE: 60 MPI SOIL RATING: 0.45 GPD/SF AREA ROD: 1,333 SF SYS. TYPE: DEEP TRENCH 6.0'ED MIN LENGTH: 111 LF USE: (2EA) 6OLFx2.5'Wx6.0' E.D x10.0' TO TOTAL AREA: 1,440 SF OF A.Q�k . 1 10/2/15 Steven R.Pai 1,•. CE 8149 1"=50' P.I.D. NO 6-151-52 �ne� PERMIT NO. s`�/ OSP151331 1 OF 1 _+ f"3— Municipality of Anchorage Page t Of-3— DEPARTMENT OF HEALTH AND HUMAN SERVICES DEPARTMENT 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: SWUCrP3;2of PIDNumber: Name Wastewater System: O New Upgrade Ef�l S Address:' D 4- L4 �7t•� ABSORPTION FIELD Phone: No. of Bedrooms: )dDeep Trench D Shallow Trench Dead D Mound D Other LEGAL DESCRIPTION Soil Rating: 5 c Total Depth from OTrl grade' 0• GPO/Sq FI. Subdivieion: Lot: Stock:r4 depth to Pipe bolt" from W19mM grade: Gravel depth beneath pipe ,. t O tit r- _ ti F Ft Township', Range: Section: Fill added above original oracle: —t Gravel length: D 4— Ft en FI. WELL: 0 New O Upgrade Gravel width: Number Of lines: distance behoien ones' 1 2 Ft FI Classification (Private, A,S.C): Total Depth: Cased To: Total absorption area: Pipe materieC [ �J 3 C1 Ft. Ft. SO Ft f7 Driller: Date Drilled: Slalic Water I": I Ft. Inatah e.y• ler Dal Installed: jr t; 10 Z004 Yield: 1,Pump Set at: I Casing Height Aborti Ground: TANK GPM Ft. Fl. SEPARATION DISTANCES 1)iSeptid 0Holding 0S.T.E.P. To Saotic Absorption Lift HPldingublicri male Manufacturer. TA' Capacity In gallons: 1,o`artmom From Tank Fiero Sutton Tank SrarLIMS AN t•1 Well 1po IDD+ I V ^ �-i Material: s-FcGI1 Number of Compartments: Z SuNaaece Atlp N10 LIFT STATION Lot i.S. Sizeingatlons: Manufacturer: Line 30 "Pump on" level at: "Pum off" level at: High water alarm at: Foundation O 70 Curtain IC ,.1 Pump Make & Model Electritfal Inspections performed by: Drain 11 BENCH MARK Remarks: Location and Description: S LA 1'?�- Assumed Elevation: d e• IDD mac. E14 GINEER'SSEAL .. 3 �711 f• Dates:1s Inspections performed by: last 10-7-z�.+ .: T_ Department of Health and Human Services approval V^ `G'.`= �•^.,, ,,.. ��.<a` 3' ., Reviewed and approved by: W Date: 72-013 IRav 9.91) MOA zS 1 I e I I I D C E CRUSHED AND BURIED EXIST. TANK INSTALLED 1500 GAL TANK TWO STANDARD TRENCHES �•' ' ' ' ' TOTAL LENGTH 140 F 1 AL DEPTH FT I EFF£ . 6 fOVFR 4 FT 1200 fLUV SPLITILR T� INSULATED UNDER DRIVEWAY OF r 49h • �. n.........t-------- ...... ----- 0 00 Fkx TO >EN SPURKLAND•= • � � C/' No. EE -2225•• ��= J 25 0 25 50 75 100 125 150 SCALE.- 1' = 50 FT IIS I I I I SWINO TIES: I 1 I AB 29.5 AC 8� C� 0 AD 95 »' BD 82 A£ 110 or 95.5 A BENCH MARK AF 85.5 1 95 .. . ¢ il'ell c 84 74 I BENCH MARK; GARAGE SUB ASSUMED ELEVATION: 100.00 FT TOBB£N SPURKLAND P.E. NORTON PARA SID LUT 31 C SEPTIC SYSTEM AS BUILT 203 W 15TH. AVENUE DENA SWANK DATE. NOV. 7, 2000 ANCH. AK. 99501 11741 TIMBERLANE DRIVE SHEET. • 2/3 GRID. 2730 (907) 279-3916 11 11 PERMIT M SVO00329 PID N 016-151-52 NTP031C2.D WG N17 SCALE 1250 gat Septrc tank SII t 6.0 Ft of .r ..� .. _.. Effective NO SCALE " 1500 gal. septrc tank BENCH MARK..' GARAGE SLAB ASSUMED ELEVATION 100.00 R TUBBLN SPURKLAND H.L.TIC NORTON PARK LOT 321C SEPTIC SYSTEM SCHEMA 203 W15th Ave 11741 TIMSERLAN£ DRIVE DATE' NOV. 7, 2000 Anchorage Ak 99501 DENA SWANK SHEET. 3/3 GRID, 2730 I PERMIT p SPIOOOJ29 PARCEL ID 1 016-151-52 NTP03/3.DWG 6� _(74 12 w4 . I I Municipality of Anchorage Development Services Department � Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 Waiver Review Worksheet WR#: WR010093 PID#: 016-101-62 HAM Permit#: Date Received: 10/31101 Legal Description: Norton Park Lot 31C Engineer. Tobben Sourkland P.E. Waiver Requested: 5 feet from Lot Line to Absomtlon Fleid Criteria: Waiver is Granted: Geology Points: A. Water Table B. Soil Sorption .C. Permeability D. Water Table Gradient E. Horizontal Separation Total: List Conditions or Reasons for above: Waiver Is not Granted: Date: 3— % — o .� By: 2�9 ,Name viewer Rec#: 12100 Amount: $116.00 Date Paid: 10/3112001 ,.. A MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On -Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ONSITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade 9•Zs=�� 3':3� Date Issued: Aug 24, 2000 Expiration Date: Aug 24, 2001 Permit Number: SW000329 Parcel ID: 016-151-52 Legal Description: NORTON PARK LT 31C Design Engineer: 0007 Tobben Spurkland, PE Site Address: 011741 TIMBERLANE DR Owner Name: Dena Swenk Lot Size: 35203 SO. FT. Owner Address: PO Box 241713 Total Bedrooms: 4 Permit Bedrooms: 4 Anchorage , AK 99524 - This permit is for the construction of: F✓ Disposal Field Q✓ Septic Tank ❑ Holding Tank ❑ Privy D Private Well ❑ Water Storage All construction must be In accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must notify DHHS at least 2 hours prior to each Inspection. Provide notification by calling (907) 3434744 ( 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 .heatedlto prevent freezing. T /obk, C�. �(i�l J- OWnCr �aJ2wif�. /o ck�5e Received By: Issued By: Date: 6- 1 j; ti 'Date: 8 —2¢ —Go T.SFURKLANM P.E. 203 W 15th. Avenue, Suite 203 ANCHORAGE, ALASKA 99501 (907)279-3916 Fax (907)-276-6013 SEPTIC SYSTEM UPGRADE DESIGN LOT 31C NORTON PARK S/D DANASWANK Municipality of Anchorage Department of Ilealth and Social Services 825 L Street Anchorage, Alaska 99501 August 14, 2000 We are submitting an application for the upgrade of the septic system for this lot. The submittal consists of three (3) drawings showing the present improvements on the lot and the adjoining properties, (sheet 1/3), the proposed improvements of the lot, of which only the septic system is subject to this permit application, (sheet 2/3), and a schematic of the septic system, (sheet 3/3). Soil logs and percolation tests of applicable testholes are also enclosed. The septic system design is based on the following: No Ground Water or Impervious Layer to 16 ft. Use Standard Trench Soil Rating. From Testhole 08/09/00 60 min/in = 0.45 gal per sq.tUday No. of Bedrooms 4 Required Area per Bedroom: I50/ 0.45 = 333 sq.ft. Total area required: 333 x 4 = 1333 sgft Testhole depth 16 feet Bottom Rock At 10 feet Top Rock At 5 feet Rock Depth 5 feet Total Trench Length 1333 / 10 = 134 ft. USE TWO TRENCHES 70 FT EACH SYSTEM CONFIGURATION STANDARD TRENCH TOTAL LENGTI I 140 FT TOTAL WIDTH 2 FT TOTAL DEPTH 10 FT ROCK DEPTH 5 FT COVER 5 FT SEPTIC TANK 1250 GAL The installation of this septic system will not prevent development of adjacent lots. There are no developed or natural surface / sub surface drainage courses on this or the adjacent lots. The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface runoff will not result from this installation. 0 . Munlclpality of Anchorage DEPARTMENT OF -iEALTH & HUMAN SERVICES 825 "L" Street, Alu:horage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR:_. 'J.GN h LlT'RN1 DATE PERFORMED: LEGAL DESCRIPTION: LOT 31 C— Township, Range, Section: D E T; H O RTe ri PA.12-1, SLOPE SITE PLAN 2 �26AN1Gf 3 4- 6- 7 67 6 C�hb�cs �e lo 1 u 9 1J•cNS Q 10 11 12 13 14 15 16- 17- is - 19 17 18 19 20 WAS GROUND WATER ENCOUNTERED? S T WHAT L O P E r Aller P Dile: to PERFORMED ao IF YES, A DEPTH? Depth to Wale Montlorin07 Ne u^ PERCOLATION RATE TE,LL (mmulevincS) PERC HOLE DIAMETER I TEST RUN BETWEEN —r.>FT AND b FT DISCLAIMER• Grnundwatnr rOnditinns, indiratad ArP for the datae shown Only. Past and future presence and/or depth of groundwater can not be predicted PERFORMED BY: • " " , V " 1 _ / • S CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIC ELINES IN EFFECT ON THIS DATE. DATE: 72.008 (Rev. 4185) (ENGINEER'S SEAL) e.e •u•bew•"ea p CE2i13 PERFORMED FOR:_. 'J.GN h LlT'RN1 DATE PERFORMED: LEGAL DESCRIPTION: LOT 31 C— Township, Range, Section: D E T; H O RTe ri PA.12-1, SLOPE SITE PLAN 2 �26AN1Gf 3 4- 6- 7 67 6 C�hb�cs �e lo 1 u 9 1J•cNS Q 10 11 12 13 14 15 16- 17- is - 19 17 18 19 20 WAS GROUND WATER ENCOUNTERED? S T WHAT L O P E r Aller P Dile: to PERFORMED ao IF YES, A DEPTH? Depth to Wale Montlorin07 Ne u^ PERCOLATION RATE TE,LL (mmulevincS) PERC HOLE DIAMETER I TEST RUN BETWEEN —r.>FT AND b FT DISCLAIMER• Grnundwatnr rOnditinns, indiratad ArP for the datae shown Only. Past and future presence and/or depth of groundwater can not be predicted PERFORMED BY: • " " , V " 1 _ / • S CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIC ELINES IN EFFECT ON THIS DATE. DATE: 72.008 (Rev. 4185) -——————————————————————- I I 31B-1 31A I III 31B-2 I I I 31c qp/r I Lj I I L 49th !\ ?'�••0 �..... ....... . a. • .. .......... .. . 1 " I , c : Y:� 50 0 50 loo 150 200 250 .goo TO 3 N $PURKLAND SCALE: 1' = 100 FT. •• G"•L —S••�. — — — — — — ••�fl � No. CE-2225 .... i ��.�C17FESS1�� 1UH&N SWUKKLANU N.L.I I NORTON PARC SID LOY' 31 L' I I SEPTIC SYSTEM DESIGN 203 W 15TH. AV/anal ��o_TQIR ENUE DENA SWANK DATE. AUG. 14, 2000 ANCH. AK. 11741 TIMBERLANE DRIVE SHEET. • 1/3 GRID: 2730 ois PERMIT # SVOOOXXX PID # 016-151-5P NTP031CI.DWG 1 I I I I I I— I 1 I 1 I Well I I -© CRUSH AND BURY EXIST. TANK I INSTALL 1250 GAL TANK TVO STANDARD TRENCHES 1 TOTAL LENGTH (EA) 70 FT 1 TOTAL DEPTH 10 C. ROCK DEPTH _ T'OV 5 FT 2200 TLUV SPLITTER ..OF ............. :C:�� f 49th %....• T 3EN $PURKL.t... cY. No. CC -2225 �1 ��PROFESS10" • 25 0 25 50 75 100 125 150 SCALE.- 1' = 50 FT. IlUll11LN JYUKKLANU P.L. I NORTON PARK SID LOT 31 C I I SEPTIC SYSTEM D£SICN I 203 VJ 15TH. AVENUE ANCH. AK. 99501 D£NA SWANK DA TE. lqnll 77q_i91s 11741 TIMBERLANE DRIVE SHEET. 2/3 GRID: 2730 I PERMIT # SV000XXX PID k 016-151-52PERMIT PID k 016-151-52 NTP031C2.DVG I N3 SCALE Sil t Ba 5.0 FtoFSe Effective 1250 gat Sept;c tank IVU 1LMLL I 203 etN t uRKLArvu P.E. I I NORTON PARK' LOT 321 C � I 203 WlSh Ave SEPTIC SYSTEM SCHEMATIC Anchorage Ak 9, 11741 TIMBERLANE DRIVE DATE: AUG. 14, 1000 a-ro_o014 0£NA SWANK I SHEET- 3/3 GRID 2730 I P£RMIT k SWOOOOXX PARCEL ID I XX NTP03/3.DWG Y MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ® ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME PHrOJNE — / / / ❑� NEW Ll 9 PGRADE MAILING ADDREI LEGAL DESCRIPTION ) LOCATION NO. OF BEDROOMS ® Um DISTANCE TO: Well �� Absorption area r a 5" Dwelling PERMIT NO. W Q Manufacturer r e— e— Material ( No. of coriypartments Liq. capac'ty in gallons IF HOMEMADE: Inside length Width i Liquid depth L_1f7 Z DISTANCE TO: Well Dwelling PERMIT NO. O z Manufacturer ✓WellFoundation ./ rial wd capacity in gallons 0 wg DISTANCE TO: - - (L-mI -k- fob Nearest lot line �� r PERMIT NO. 1 L11 u U F- ? a No. of lines �_ Length of each line i Total length of lines rr�� r J Trench width inches Distance be ween lines Q/ f.. p Top cd rile to finish grade I Material beneath rile -7 ;Lnches Total effective absorptio t area w Length Width Depth PERMIT NO. QF Lu Type of Tb diameter Crib 116th al effecti absorption area W DISTANCE TO: Well _ Building foundation Nearest lot lin J Cla_s`s"�__ ,fj r�-- Depth Driller Distance to lar line PERMIT N0. w DISTANCE TO: Bu' g foun ti n y� Sewer line Septic taryc©n L Absorption argadS)� - 6(, OTHER LEGAL PIPE MATERIALS SOIL TEST RATING s f INSTALLE� a REMA(R�K�S� WaX, sllLvlliecll �Jao Ov. t APPRC DATE '-013 (Rev.1�78) 0 LoMFMT 3F HEHLTH HHD ENVI{�ONMENTHi PkuTECT}0 7� O25 '!-' S[REFT, HPCHOKHGE. HK 99581 264-4!20 \ PERMIT NG ( 790252 ) .�\` J ,J� HPPLlCHN7 L0CHTlO� LEGHL ,�� LOT 0C MORTON PHRK MAB LO7 SlZE ��255 SQ�HRE FEET TYPE OF ! � .UlL HBS0RBTl0i 0 SYSTEM FTRENCH MHXIMUM NUMBER 0F BEDROOM5 50IL 1014 lob! (SQ FIMS) = 165 THE REQUlRED SlZE OF THE SO(L HBSORPTlON PYSTEM lS� �-.up: F 1 F :b _q_ -0, -1 Q: G! IN F 1 �N V�l 1. VAKM 111-1— 0 THE LENGTH (lN FEET) OF THE TRENCH OR WHINFIB-Y THE lS THE DISTRMCE BETWUEN THE SURFHCE OF THE GR0UND HNHE BOTTOM 0F THE EXCHVHTION (lN FEET) THERE IS NO SET WI0[H FOR TRENCHES THF GRHVFL DEPTH lS llAE MINl/�UM DEPTH OF GRHVEL BETWEEN THE OUTFHL|. C) P": HHD THE BOTT0H 1-:11 HE EXCHVHTION (IN FEB) 11 T 1 Z� I Q 1 -1 X ON: KH K? yn 141 4 �� 1 lt' . .7- 1 -U9 � 10 � : S 1: Z! On -= -1'�l` :!U_1 -��y�� PERMIT 1071 lC8NT HHS THE rQESPONSlBlLlTY TO lNFURM THIS |)EPHRWHOM FAM lKA, THE INSTHLLHTION INSPECTI0PU OF HNY WEL>f 1: I0JHCENT TU 1111 PROPERTY HNr, TUE NUM8ER OF RESlDENCES THHT THE WELL NlLL SERVE ��.� 1- 6 - R Go Y: A 9: A: CAYWS So 0 J nP TY 47 0111 1 K 0 0 51 1 !: , t GHCKFlLLING OF WlRAW FIP8L / Ann PCT[UN 8ND GPPROV8L 8Y THlS DEPHRTMENT WILL 8E SU8JECT TO PROSF:CUT[ON. MlNlMUM DI4THNCE BEVIN EN H WELL HND ANY 0N~S1.ff SmHGE 0lSPOSHL SYSTEM 1S 100 FEET FOR H PRIYHTE WELL/ (/R l50 TO 200 FEET FROM H PUBLlC NELL D1:PEMVING UP09 THE l9PE OF PUBLIC NB -L OTHER REQUIREMENTS MRY RPPLY, SPEC1FlCH1}0NS |lN) CDNSTRUCTIFYI 1%IHGWMS RRE HYHlLHBLE 1*0 lNSURF PROPER {NSTH(.LHTlON 9 "1 91 � 1 ? M S. -K V77 >� 0 7nITO 6 � 1 � � W> kn xMPn KH toy THM: 00 : A - ' 1. "Y 1, S' IS�UED B �HTE ~��� _�,y_~-'-_` ,~~��~`°~~~^- --- -�-� -=���^-a��v^-*��- � / ~~� � Syren and Sons 2330 E. Tudor Road Anchorage, Alaska 99502 Subject: Soil Investigation for Sanitary Sewer System, Lot 31C, Norton Park, Subdivision, Anchorage, Alaska Dear Mr. Syren: At your request of May 23, 1979, we conducted a subsurface soils investi- gation at the proposed location of the sanitary sewer system on the subject lot. The investigation complied with those procedures required by the Municipality of Anchorage Department of Health and Environmental Protection. This investigation, which was accomplished on May 24, 1979, consisted of a test hole excavated to a depth of 14 feet below the existing ground surface. The test hole was sited according to your instructions and its location is shown in attached Drawing A-01. Excavation was accomplished with a Drott 40 backhoe and all material excavated was continuously monitored by an experi- enced engineering geologist. The topography at the excavation site is generally horizontal. At the time of the investigation the site had original vegetation consisting of birch trees. The top of the test hole was located at original ground surface. The soils encountered in the excavation are shown in the test hole log in Drawing A-01. This log displays specific conditions encountered at the test location. However, subsurface conditions may vary in other parts of the lot ANCUORAGE FAIRBANKS JUNEAU VALDEZ WASILLA May 25, 1979 Syren and Sons Page -2- without any apparent surficial evidence of the change. Neither groundwater nor bedrock was encountered. At the time the hole was excavated seasonal frost was not present. A percolation test was performed in a 2 foot hole at the depth of 6 feet in an adjoining test pit. The data in Table 1 show average infiltration from the depths indicated to the bottom of the hole. The measured. percolation rate was .6,minutes per inch. We appreciated this opportunity to be of service to you. Please contact us if you have any questions concerning this letter or if we can be of addi- tional service. Very truly yours, R&M CONSULTANTS, INC. e';7_' WiRlakil"', Ernest Rahai Staff Geologi ER:GS/dj/ATSI-A Gary ith Proje t Manager BORING ORGANIC MATERIAL NUMBER TP 1 Date Completed: 5-24-79 LAB �-lC£ DESCR/PTION zw SOIL DESCRIPTION n N W �a O� ua C3N (5Ss,72,571%,85.9pcf D t� t7 5 'flo WATER CONTENT I N ORGANIC MATERIAL, OL� ` 751 o _• SILT W/SOME GRAVEL, SOME SAND, SM p4' d� Scattered Cobbles 21 ZAPPROX STRATA CHANGE ° GRAVELLY SILT W/SOME SAND, GM o a Numerous Cobbles 8' O O o OO 5 0 — ° .O_ O4 b O 01 O Q O v.. 4° 10 . o trQD. n a 0 O� ooti o� 1 4' T. D. IS L LOCATION SKETCH No Scale 10' Test Pit 1 71.51 NOTE: DISTANCES SHOWN ARE APPROXIMATE AND HAVE NOT BEEN MEASURED BY SURVEYING METHODS, EXPLANATION r UNFROZEN GROUND L FROZEN GROUND W.D-WHILEDRILLING TYPICAL SOILS LOG A.5 -AFTER BORING Ss L4 "SPLIT SPOON WITH 140 LB. HAMMER Sz I.4 SPLIT SPOON WITH 340 I.R. HAMMER Sh 2.§" SPLIT SPOON WITH 340 LB. HAMMER Sp 2.5° SPLIT SPOON, PUSHED A AUGER SAMPLE Ts SHELBY TU3E TM MODIFIED SHFLBY TUBE Bs BULK SAMPLE SAMPLER TYPE SYMBOLS ORGANIC °oo°O° GRAVFL MATERM L o ® CLAY COBBLES B BOULDERS ® SILT Y/_�`1V BEDROCK SAND ff�aa2�2l1Lll�//111 ICE, MASSIVE SOIL SYMBOLS 04q ORGANIC MATERIAL Little Visible Ice 0-10 Vx LAB �-lC£ DESCR/PTION SAMPLE NUMBER a° (5Ss,72,571%,85.9pcf cl' jy..q I LDRY DENS/TY L_ 5 'flo WATER CONTENT I -BLOWS/FOOT ¢0 SAMPLER TYPE _• p4' W.D. WATER TABLE ZAPPROX STRATA CHANGE BEDROCK DWN. E.R.R. o o Lot 31 C FB. CKD. R&rVI CONSULTANTS, IfVC. Nor on Park Subdivision GRID. DATE. 5-24-7g ENGINEEg6 GEGLOGI6T6 PLFNNER9 6UgVEVOR6 Anchorage, Alaska PROD. NO. 851169 SCALE. SOILS LOG DWG.NO. A-Gl PERCOLATION TEST TABLE 1 R&M NO. 951169 TIME ELAPSED TIME (MINUTES) WATER LEVEL (INCHES) INCREMENTAL DROP (INCHES) 9:37 0 72.0 9:38 1 72.75 •75 9:4o 3 74.0 1.25 9:45 5 75.0 1 9:55 10 76.75 1.75 10:05 20 78.5 1.75 10:15 30 79.25 .75 10:25 4o 81.50 2.25 10:35 50 82.50 1 10:45 60 83.75 1.25 4.5 inches 6.7 minutes per inch f ' MUNICIPALITY OF ANCHORAGE MUNIC;IPALIIY OP ANCFIOP.A—� T. DEPARTMENT OF FIEALTH l ENVIRONMENTAL PROTECTION DEPT C . ., I. & 825 L Street - Anchorage, Alaska 99501 E:(•;ylpOi��p,,„:NTAL i'L•.i-i t-CTION ENVIRONMENTAL ENGINEERING DIVISION Telephone 264-4720 10AY 2, 3 1;JP-)- REQUEST FOR APPROVAL. OF INDIVIDUAL WATER AND SEOE WLY 0 ”' U DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed, Please allow ten (10) days for processing. 1. PROPERTY OWNER - PHONE o MAILINGADDRESS �� r �� 1 A T R6-Ei �_G F_, PROPERTY RESIDENT (If different from above) PHONE ,ra A s �-N 3 q q- j 1 to) 2. "TER - PHONE C - MAILING ADDRESS DDE 3. LENDING INSTITUTION - �� Azic tic),ePcC E t" 5 e PHONE MAI LING ADDR SS `7�1_r�a l 4. REALTOR/AGENT PHONE S� w�t� g l MAI LING ADDRESS -6 �o 15IJ6mK h!51,rh 59� tJ I�orrrr+ Q�J i lr�s $�uD �4tit. K. 4' Sa 5. LEGAL DESCRIPTION DDEESCJ{ \ )apu7S �<yC kJ STREET LOCATIONL -LlZ1S� a D --- 6. TYPE OF RESIDEN NUMBER OF BEDROOMS SINGLE FAMILY ❑ One ❑ Four ❑ Other Al Two ❑ Five ❑ MULTIPLE FAMILY ❑ Three ❑ Six 7. WATER SUPPLY--- �9 INDIVIDUAL* ATTACH WELL LOG. A well log is required for all wells drilled ❑ COMMUNITY since June 1975. For wells drilled prior that date, give well to ❑ PUBLIC UTILITY depth (attach log if available,) t'a`J~ � A YS AP JOt S. SEWAGE DISPOSAL SYSTEM ® INDIVIDUAL/ON-SITE** **If indiviclual/on-site, give installation dategl,—, — ❑ PUBLIC UTILITY If system is over two (2) years old an adequacy test is required by this Department. 1)agh NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. va n1nror201 A) Si✓i.>i:.PM I P2€ISEtJ11-Y 144VIN6t Tc.sT N-oLE bLkG �£(zWtlr l,�ll�►. f3� ,4-PPal�i� FoR A,�� pvtoaEy t�1144 >'3�. EScrzaW>r.p F'YLoYvI S�LLEE2:5 IQ�`E [arJ 6ft1-� ©1= h-OKAS. `p PfixU11bfc 1=0 a- AJfct, EeTiG SVSTim 7V F31:. luSTi►-LLF-tl- ynFET-iAIo- VIUAllelpAtIrTy SI"r4AJ64fZl�S. THIS SIDE FOR OFFICIAL USE ONLY�� — DATE RECEIVED INSPECTION APPOINTMENTS TIME TIME TIME DATE DATE DATE INSPECTOR - INSPECTOR INSPECTOR - D RECTIONS• � - 7iurAfRGrAd a i G!7 eJ �t_p . ,77A'. J�td E X ut arr u v Kakrr Lu 14 ME A�rle.20S_ r?U2V �� Kaust 1. TYPE OF RESIDENCE NUMBER OF BEDROOMS ❑ SINGLE FAMILY ❑ ONE ❑ THREE ❑ FIVE ❑ OTHER ❑ MULTIPLE FAMILY ❑ TWO ❑ FOUR ❑ SIX 2, WATER SUPPLY PERMIT NUMBER ❑ INDIVIDUAL DEPTH OF WELL ❑ COMMUNITY — DATE DRILLED. ❑ PUBLIC UTILITY - - Connection Verified-- LOG RECEIVED - 3. SEWAGE DISPOSAL SYSTEM PERMIT NUMBER ❑INDIVIDUAL/ON -SITE DATE INSTALLED — ❑PUBLIC UTILITY Connection Verified INSTALLER -_ ❑Septic Tank or ❑ Holding Tank Size: If Tank is homemade SOILS RATING give dimensions: _ TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA - MATERIAL - 4. DISTANCES E Septic/Holding Tank Absorption Area Sewer Line Nearest Lot Line WELL T0: Absorption Area to nearest Lot Line - ti. COMMENTS Y, p APPROVED FOR BEDROOMS ❑ CONDITIONAL APPROVAL (letter must acc mp ny certificate) 0,, -'DISAPPROVED DATEI '� BY (Title) S� �rV( 1 LEGAL DESCRIPTION 72-010 (Rev, 3/78)