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HomeMy WebLinkAboutUS SURVEY 3201 LT 25 NE4 T10N R1W SEC 9/10Onsite File #090-021-01 70 11A ()/,:!:v Municipality of Anchorage :I I 1 s-- On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP221152 PID Number: 090-021-01 Dwelling: 0 Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New 0 Upgrade Name DIANNA FERRING C/O ARM SEPTIC SERVICES ABSORPTION FIELD Site Address ❑ Deep Trench ❑ Wide Trench On Bed ❑ Mound 191 KONIKSON ROAD *INDIAN, AK ❑ Other Phone Number of Bedrooms Soil Rating ITotal depth from original grade 907-688-9433 3 4.0 GPD/SF 1.5 Ft. LEGAL D PTIO-4 z� z Depth to pipe invert from original grade Gravel depth beneath pipe Subdivision 3Zv l Block Lot SEE DWG. Ft. 0.50 US SURV Y-392-1; T 25 NE4 Ft. Fill added above original grade Gravel length Township Range Section SEE DWG. Ft. 15 Ft. Gravel width B s: u er of Lines Distance between lines SEPARATION DISTANCES 10 Ft. � Z 5 Ft. n' To Septic Absorption Holding Sewer Total absorption area trenches Dist. between trenches From Tank Field Lift Station Tank Line 150 Ft2 -- Zf a8�2� _ (5" Ft. M Well *5�'+ *50r+ *50�+ ** TANK ❑� Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Capacity Surface Water *50'+ *501+ *501+ INFILTRATOR 1060 Gal. oMaterial Number of compartments Lot Line 5'+ 10'+ 5'+ NA PLASTIC 2 Foundation 19, t- 19'+ LIFT STATION (D Manufacturer Capacity Z Remarks *AWWTS - OLD TANK DECOMMISSIONED PER UPC INFILTRATOR 540 Gal. /X PER CONTBAGT-O - ! SEE 20 -SCALE DRAWING Alarm location Electrical installed by REMOTE MONITORING RISING SON PIPE MATERIAL House to tank Tank to Installer D3034 drainfield D3034 ARM SEPTIC SERVICES Drainfield D3034 CO/MTD3034 Inspector GEG AND MOA BENCH MARK (Assumed elevation) 100.00 ft Inspection 15, 7/28/2022 2nd 7/28/2022 Location and description dates: 3`d 7/28/20 41h7/29/22 TOP OF WELL HEAD ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's St mp Qo*00 4� Conditional Approval: Date o OFsn� �...... ..... 0 Septic Syste �� f r A. Gorness. P O 9• E-79 3 p� Approved Date 2 g 2�1 O�� f `s r2C. foo Note: this approv does not include well permit requirements. anecce44�0�40000�� (Rev 05/02/18) vc� 6_,1 3%9�z3 PERMIT NUMBER: OSP221152 63.7 (z•3 l� 9 IM14 1 61.4 1 57.8 (� 7 NOTE: PIPE LOCATIONS ARE SHOWN PER GEG SHOTS TAKEN WITH LEICA DISTO S910 LASER DISTANCE METER. SWING -TIES TO HOUSE CORNERS WERE `—� GENERATED IN AUTOCAD. \ \ i N SCALE: DRAWINGRECUDRD PARCEL ID NUMBER: 090-021-01 50'BLM EASEMENT JS�14 3 \ NEW NS500 TREATMENT POD \\ \ NEW IM -540 INFILTRATOR SEPTIC TANK \ \ `� J+ ✓ MH STI MH7 A 0 0 CL CO O C01 --"" NEW IM -1060 INFILTRATOR SEPTIC TANK: DOUBLE BEFORE AND AFTER TANK \ \ \ GENERAL LOCATION DBL1&2 OF SEWER LINE PER -- CONTRACTOR (25'+ TO NEW DRAINFIELD CO DBL3&4 CO h 25' WELL RADIUS (WELL T H / HEAD TO SEWER LINE) WELL HEAD) - NOT INSPECTED BY GEG \ \ \ \ / SEWER LINE INSULATED 4" THICK 4' WIDE ON CENTER UNDER DRIVEWAY PER CONTRACTOR \ v d A Qa / ;Q a . e 50' WELL RADIUS IB F OF ®®� ®® c ®C� I, T.....:.� ENGINEERING- SALES -CONSULTING 0 3701 E. TUDOR ROAD, SUITE 101 ' ANCHORAGE, ALASKA' PHONE (907) 337.6179 • WEBSITE: wm.gamessengineedng.com . .. ,... 8 ,u`........ . PREPARED FOR: PHONE NUMBER: PAGE NUMBER: atm '; J , {ey A. G�arn S, •C• o DIANNA FEHRING C/O ARM SEPTIC 907-688-9433 2 OF 3 ®®�'� V C 795 _F N PROJECT/LEGAL DESCRIPTION: DRAWN BY:®®� •• 2j2�3C��A V US SURVEY 3201; LOT 25 NE D.J.G.8®41 0•pR •........... �® TYPE OF WORK: DATE: LICENSE ®m OFESSI ' L SEPTIC SYSTEM RECORD DRAWING 8/26/2022 1t ICENS 4 Agwa���• PERMIT NUMBER: OSP221152 TOP OF MANHOLE = 1 TOP OF TANK AT INLET = 96.84 - INVERT OF INLET BUNG = 96.27— DRAINFIELD TH#1 FINAL GRADE = 100.05-100.1 MH1 ST1 TOP OF TANK AT OUTLET = 96.85 RECORD DRAWING SIM/TECH PRESSURE FILTER 24" INSULATED LID TOP OF MANHOLE = 100.38 MOA APPROVED FINAL GRADE = 100.13 r/—INSULATED RISER INVERT OF OUTLET BUNG = 96.05 IM -1060 TWO-COMPARTMENT INFILTRATOR TANK ORIGINAL GRADE AT HIGHEST POINT = 99.75 RELATIVE ELEVATION OF BOTTOM OF TESTHOLE = 92.75 T.H. DRY ON 7/28/22 DBL1 DBL2 INVERT OF INLET BUNG = 95.98 - MH2 IM -540 INFILTRATOR TANK- USED AS RE -CIRCULATION TANK FINAL GRADE = 101.8-102.05 Sf� � CO MT I' YFEET \ 1 d0• ",-/ 80% RETURN INSULATION PER CONTRACTOR NEW NS -500 AEROCELL TREATMENT POD TOP OF TANK AT INLET-OUTLET = 96.94-96.96 TIMER OVERRIDE FLOAT HIGH WATER FLOAT TIMER ENABLE FLOAT V SFS PARCEL ID NUMBER 090-021-01 20% TO DRAINFIELD RECOMMENDED FLOAT SETTINGS • TIME OVERRIDE: 42 INCHES (475 GALLON CAPACITY WHEN FLOAT IS ACTIVATED) • HIGH WATER FLOAT: 40 INCHES (455 GALLON CAPACITY WHEN FLOAT IS ACTIVATED) • TIMER FLOAT: 28 INCHES (261 GALLON CAPACITY WHEN FLOAT IS DE -ACTIVATED) FLOAT MEASUREMENTS ARE FROM BOTTOM OF TANK PROVIDE 3.5" TETHER 2" INSULATION PER CONTRACTOR FILTER FABRIC - BOTTOM OF BED/TOP OF SAND ELEVATION = 98.25 INVERT OF DISTRIBUTION LINE= 98.75 OF EXCAVATION ELEVATION = 95.75 ' Ioanies Aero1 ^k7 Autt7ori?cd Da��at E O LL 0 w a ww a "T � W00 eco N N mco Lu co ( ] CD N D� �� m� co w0 Z~p N o 0) Lu Cy)-) _j 0 F oo x (L ¢ a o 0 W Z U) a —j J W W Z U w N O' I--- W COOa O Q � J — � N U co N Z } LL a2 O aW se o U O LL ww 3:O u 0 U) p W' w r J F- cr LL1-7 tbLL e� 1 LL b'1 W Z U) a —j J W W Z U w N O' I--- W COOa O Q � J — � N U co N Z } LL a2 O aW se o U O LL ww 3:O u 0 U) p W' w r J F- \ Lot 24 50' BLM ROAD &\ UTILITY RESERVATIONXDECK \ j 12'x20' SHOP \ Remainder of °o Lot 25 �D�' 2' DECK el \ 00 9.7'x9.7" SHED-/\ � �O 4'x8" GREENHOUSE- , / 'SO A R„rO �7 s ti 4'x8' WELL HOUSE gyp. SO 6'x8' STORAGE 0 Remainder of Lot 25 / 5n' RIM RnAn 4.0'x8.0' STORAGE -MANHOLE NEI of ` Let 25 21,875 S.F. POWER SEPTIC \ O POLE PIPES \� -WELL GRAVEL • " DRIVEWAY PORCH.' Tod COVERED DECK O O / EDGE OF ROAD FA Lot 7 UTILITY RESERVATION / / LOT I U PLOT PLAN _ AS BUILT _X SCALE 1" = 40' GRID SW 4760 Project No 22-542 R1 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 L a n1 & Associates, rocs (907) 522-6476 Phone (907) 522-4625 Fax Professional Land Surveyors ken*langsurvey.com o � � F jonothan0longsurvey.com v � p �. s DO I hereby certify that I have surveyed the following described property: �� 49— NE 1 f 4 OF LOT 25, U.S. SURVEY #3201 d * TH � Y* 00 Anchorage Recording District, Alaska, and that the improvements situated thereon ars ............. within the property lines and do not encroach onto the property adjacent thereto, that % no improvements on the property lying adjacent (hereto encroach on the surveyed �'-ENN TANG premises and that there are no roadways, transmission lines or other visible �Q �o� easements on said property except as indicated hereon.t�t"0?2-.. s� Dated this the _ — Day of jLv G,y'v`t �'L of Anchorage, Alaska �0'©DF�S0NAOQ©cam It is the responsibility of the owner to determine the existence of any easements, 4 51SI covenants, or restrictions which do not appear on the recorded subdivision plat. AECC963 MUNICIPALITY OF ANCHORAGE On -Site Woter& Wastewater Program poBox 1y665^moElmore Road Anchorage, Alaska oun1o*onmPhone: -7oowFax: 0m7>x*3-reor Ahttp://�"vm.muni.org/onsite � On -Site Wastewater Disposal System Permit Permit Number: OSP221152 Effective Date: 8/1512022 Work Type: Septic Upgrade Expiration Date: 6/15/2023 Tax Code Number: 09002101008 She Legal Address: U3 SURVEY 3201 LT 25 NE4T10N R1VVSEC 9/10QA700 Site Mailing Address: 191 KON|KSONRD. Indian Owner FEHR|NGD|ANNAL Lot Size inSqFt: 21875 Design Engineer: GARNESSENGINEERING GROUP LTD Total Bedrooms: 3 This permit isfor the construction of: 2Disposal Field G5Septic Tank [] Holding Tank []Privy [] Private Well [] Water Storage All construction shall beinaccordance with: 1. The attached approved design. 2. All requirements specified inAnchorage Municipal codChapters 15.55 and1585 andMh State nfAlaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) — The wastewater code requires ^inspections during the "installation. The engineer shall notify the Development Services Department per AMC 15.85'Provide notification bycalling (907)343-7004(24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall boeither: o. Opened and Closed onthe same day, or b. Covered, sealed, and heated toprevent freezing Received Bit: _/ Issued By: -TV, a�z-& MUNIUPAUTY OF ANCHORAGE .i Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 090-021-01 Property owner(s) DIANA FEHRING (C/O ARM SEPTIC) Mailing address 191 KONIKSON ROAD *INDIAN, AK Site address 191 KONIKSON ROAD *INDIAN, AK Day phone 907-688-9433 Legal description (Sub'd., Block & Lot) US SURVEY; 3201 LOT 25 NE4 Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: (® all that apply) Absorption Field [J Initial ❑ Septic Tank " 0 Upgrade 0 Holding Tank ❑ Renewal ❑ Privy ❑ Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: TYPE OF DWELLING: Single Family (SF) (w/wo ADU) Duplex (D) Multiple Dwellings (SF and/or D) Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (5lgnature of property owner or authorized agent) Permit/Rush Fees: Waiver Fees: Date of Payment:/�y� 7 Date of Payment: Receipt Number: DG q 19 Cr Receipt Number: Permit No. SP -2 D 1 1 5,:� Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client FormslPermit Applicalion.doc x❑ 'A Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221152, Rebecca Carroll, 06/15/22 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221152, Rebecca Carroll, 06/15/22 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221152, Rebecca Carroll, 06/15/22 MUNICIPALITY OF ANCHORAGE ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and entered into as of this Day of '�U r a- of 20222-,- , by and between 12 i Cknn &_ %!246 , herein the "OWNER," and the Municipality of Anchorage, herein the "MUNI ALITY", in accordance with Anchorage Municipal Code (AMC) 15.65.365. In consideration of the mutual covenants contained herein, the parties to this Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. The Municipality grants permission to the 2. Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as �i C S Cr UC C:::�( located at (legal description) (Owner is required to read, understand and initial each section) Throughout the term of this Agreement, the Owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the Municipality or the manufacturer's representative. The AWWTS shall be maintained in a satisfactory condition capable of performing as designed and producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. It shall be the responsibility of the Owner during the term of this Agreement to pay for all repair(s), maintenance, adjustment(s), replacement costs, and inspection costs. This includes an annual maintenance fee (typically $400 to $600). Owner agrees that only maintenance and repair personnel approved by the Municipality or the manufacturer's representative will inspect and make any necessary maintenance, repairs or permitted alterations to the system. Owner acknowledges that regular maintenance of an AWWTS reduces the potential failure of the system, which could include sewage backup and costly repairs or drainfield replacement. (rev. 05/18/2018) Page 1 of 3 Owner acknowledges that the Municipality may request records of maintenance and repairs from the manufacturer's representative or maintenance provider. Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60.030. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS. The Municipality will give at least 24-hour notice. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. Owner agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AWWTS. Owner agrees to maintain remote monitoring of the AWWTS as required by the AWWTS approval. 3. Term. The term of this Agreement shall begin on the date of approval by the Municipality to operate the installed system, or upon transfer of title, and shall continue while the AWWTS is operational or until title is transferred. 4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Agreement or any part hereof, or the right of the Municipality thereafter to enforce every provision hereof. 5. Amendment. This Agreement shall only be amended by authorized representatives of the Owner and Municipality. Any attempt to amend this agreement by either an unauthorized representative or unauthorized means shall be void. 6. Jurisdiction: Choice of Law. Any civil action arising from this Agreement shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Agreement. 7. Severability. Any provisions of this Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Agreement. (rev. 05/18/2018) Page 2 of 3 OWNER: By: y (signature) Date: �j f (.b 1 c n n C.- ` C h y— J yl (print name) STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT ) The foregoing nstrument was acknowledged before me this S g g g day of _34,n 20a;-, by nn >>ttttttttt��� NOTARY PUBLIC FOR ALASKA c.� , • •..�>.'® My Commission expires: 7ju tia,TAAy (P% eOUst.�G ; • Q' MUNICIPALITY: i/6F O F' P+,���`� f By:46?ezC/ / (signature) Date: _6/5ZZ_ /�e AeCCA, (mac r-ro L (print name) Title: (rev. 05/18/2018) Page 3 of 3 MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196350 4700 Eimo e Road _.. p Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (9071343-7997 http://www.muni.org/onsite v. 1kepartment On -Site Wastewater Disposal System Permit Permit Number: OSP191326 Effective Date: 9/26/2019 Work Type: Septic Upgrade Expiration Date: 9/25/2020 Tax Code Number: 09002101000 Site legal Address: US SURVEY 3201 LT 25 NE4 T10N R1W SEC 9110 G:4760 Site Mailing Address: 191 KONIKSON RD, Indian Owner: FEHRING DIANNA L Lot Size in Sq Ft: 21875 Design Engineer: FORGE ENGINEERING Total Bedrooms: 3 This permit is for the construction of: P Disposal Field Q Septic Tank D 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 > Special Provisions: To close out this permit, an initialed and notarized AWWTS Maintenance Agreement shall be submitted to the MOA. Q Date: Received By: Da Issued By: A'e Date: ��/ MUNICIPALITY OF ANCHORAGE I CD Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program LA 0� 'v� ON-SITE SEWER/WELL PERMIT APPLICATION b v Parcel l.D. 019-01-01 Property owner(s) Diana L. Fehring Mailing address P.O. Box 221 Girdwood, AK 99587 Site address 191 Konikson Road Indian, AK Day phone 321-427-4555 Legal description (Sub'd., Block & Lot) U.S. Survey 3201, Lot 25 NE4 T10N R1 W SEC 9/10 Legal description (Township, Range & Section) Lot Size 21,875 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑X Initial ❑ Single Family (SF) ❑X (w/wo ADU) Septic Tank RX Upgrade ❑X Duplex (D) ❑ Holding Tank ElRenewal ❑ 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: 5-96- Waiver Fees: Date of Payment: 213 � AI Date of Payment: Receipt Number: 6&%9b Receipt Number: Permit No. 8,5121q/32L - Waiver No. Permit App__- : - :_'."c PO BOX 240773 ANCHORAGE, AK 99524 522-7773 677-7766 (FAX) August 6, 2019 MOA Development Services Department On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: U.S. Survey 3201 NE4 Lot 25 – 191 Konikson Road Septic System Design Dear On-Site Services Engineer: The existing septic system on the subject lot has failed and must be replaced. It is currently located in the Konikson Road Right of Way and appears to be a cesspool/seepage pit system. We are submitting this permit application for the replacement of the septic system and the complete demolition of the existing system. The attached site plan identifies the location of the home and the existing well and existing and proposed septic system sites. The new system will include an Advantex Treatment System which now requires a 50’ protective radius from the well. The plumbing in the house will be rerouted to the back of the structure. The effluent delivery line will be constructed a minimum of 25’ from the well. No conflicts exist between this proposed system and any other well or septic system on adjacent lots. The ground surface on the lot is virtually flat with no slopes greater than 25% within 50’ of the proposed absorption bed. Wells on this and adjacent lots are shown. The new septic tank will be a minimum of 50’ from the well on this lot and 100’ from all wells on adjacent lots and surface water The tank will be 10’ from the house foundation and 5’ from deck and stair supports. Please refer to the attached plan sheet for the septic design. If this design is followed, there will be no adverse impacts to adjacent properties. Sincerely, Michael E. Anderson, P.E. 8-6-19 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191326, Rebecca Carroll, 09/23/19 FCO 10050 0 FEET 1"=50' NOTE: NO SLOPES >25% WITHIN 50' OR SURFACE WATER WITHIN 100' OF THE PROPOSED SEPTIC SYSTEM ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS PROPERTY ARE SHOWN. NO CONFLICTS WITH WELLS OR SEPTIC SYSTEMS. CO - CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEANOUT FS - FLOW SPLITTER VALVE MH - MANHOLE MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE LEGEND MT US SURVEY 3201, LOT 25 NE4 KONIKSON ROAD7/30/19 50' BLM ROAD & UTILITY RESERVATION EDGE OF ROAD POWER POLE SHED GREENHOUSE SHED SHOP 50' BLM ROAD & UTILITY RESERVATION 3-BDRM H O M E REROUTE INTERIOR PLUMBING. MAINTAIN 25' SEPARATION FROM WELL. PUMP, CRUSH AND BACKFILL EXISTING ABSORPTION PIT. EXACT LIMITS UNKNOWN. MT MT MT TH1 PVMH MH 1,500-GALLON ADVANTEX F.A.P. TANK W/ AX20 POD & PUMP VAULT. 15' LONG x 15' WIDE x .5' EFFECTIVE DEPTH ABSORPTION BED. 50' RADIUS 100' RADIUS EXISTING WELL IN WELL HOUSE Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191326, Rebecca Carroll, 09/23/19 US SURVEY 3201 NE4 LOT 25 DESIGN FACTORS: SYSTEM REQUIREMENTS: 450 GPD PEAK FLOW PERK RATE: 2.25 MIN/IN APPLICATION RATE: 4 GPD/SF SHALLOW BED ABSORPTION SYSTEM 1,500-GALLON ADVANTEX F.A.P. TANK AX-20 FILTER POD & PUMP VAULT TYPICAL BED SECTION (NO SCALE) 6" 1' 2' NOTES: 1. GRADE AREA OVER TRENCH TO DRAIN AWAY 2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2' WITH 2" OF INSULATION 3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY BOTTOM OF BED: 3' BELOW GRADE FLOW LINE ELEVATION: 2.5' BELOW GRADE TOP OF BED: 1' ABOVE GRADE 450 GPD / 4 GPD/SF /15' WIDE = 7.5 LF BED REQUIRED (15 LF SPECIFIED) 8/6/19 6" 1" PERFORATED PVC 10-3/16" HOLES PER LATERAL @ 1.5' SPACING DRAINFIELD ROCK GEOTEXTILE FABRIC 2.5' 5' 5' 2.5' Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191326, Rebecca Carroll, 09/23/19 LEGAL DESCRIPTION: PERFORMED FOR: DATE: PARCEL ID#: SOILS LOG AND PERCOLATION TEST TECHNICIAN: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 DEPTH (feet) PROJECT No.: TEST HOLE 1 SLOPE SLOPE SITE PLAN See Site Plan DATE READING GROSS TIME (minutes) NET TIME (minutes) DEPTH to WATER NET DROP TEST HOLE PRESOAKED PRIOR TO TESTING: PERC. HOLE DIA. (INCHES)PERCOLATION RATE: (MIN/INCH) TEST RUN BETWEEN: FT. and FT. COMMENTS: (inches)(inches) US SURVEY 3201 NE4 LOT 25 6/24/19 L. Tidwell DATE OF MONITORING: WAS GROUND WATER ENCOUNTERED? DEPTH OF WATER AFTER MONITORING: IF YES @ WHAT DEPTH? NO - None 2.25 6 4 5 090-021-01 Diana Fehring 2:40/2:50 6/25 1 2 3 4 5 6 10 12" to 16-14/16" 4-13/16"2:51/3:01 3:06/3:16 3:20/3:30 3:31/3:41 3:44/3:54 2.5' OB/FILL SANDY SILTY GRAVEL GM 7/1/19 Professional Engineers Stamp: 8/6/19 BEDROCK 4-14/16" 4-7/16" 4-10/16" 4-7/16" 4-7/16" 10 10 10 10 10 12" to 16-13/16" 12" to 16-10/16" 12" to 16-7/16" 12" to 16-7/16" 12" to 16-7/16" Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191326, Rebecca Carroll, 09/23/19 50' BLM ROA UTILITY RESERVA 12'x2 Remainde Lot 2 9.7'x9.7' SH / I 1 I hereby certify that I have surveyed the following described properly: NE 1/4 OF LOT 25, U.S. SURVEY #3201 Anchorage Recording District, Alaska, and that the improvements situated thereon are within the property lines and do not encroach onto the property adjacent thereto, that no Improvements on the properly lying adjacent thereto encroach on the surveyed premises and that there are no roadways, transmission lines or other visible easements on sold property except as Indicated hereon. Dated this the Iz �1 Day of C1 at Anchorage, Alaska It is the responsibility of the owner to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. c')-" :49TH KENNETHI L.ANG•� 04 �OO� EF85 ONG.. A,, AECC963 50' ELM ROAD &J UTILITY RESERVATION / / Lot lO PLOT PLAN AS BUILT X SCALE —1L 440' GRID SW 4760 Project No. 19-084/A1 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang & Associates, inc. (907) 522-6476 Phone 000p�0�0 Professional Land Surveyors (907) 522-4625 Fax kenOlongsurvey.com o IonafhanOlonasurvev.com 4 `.•' p F X04 q .,. 9 4 S Q I hereby certify that I have surveyed the following described properly: NE 1/4 OF LOT 25, U.S. SURVEY #3201 Anchorage Recording District, Alaska, and that the improvements situated thereon are within the property lines and do not encroach onto the property adjacent thereto, that no Improvements on the properly lying adjacent thereto encroach on the surveyed premises and that there are no roadways, transmission lines or other visible easements on sold property except as Indicated hereon. Dated this the Iz �1 Day of C1 at Anchorage, Alaska It is the responsibility of the owner to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. c')-" :49TH KENNETHI L.ANG•� 04 �OO� EF85 ONG.. A,, AECC963