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GREENLAND BLK 6 LT 7
Greenland Block 6 Lot 7 #015-171-30 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: OSP221089 Work Type: Septic Upgrade Tax Code Number: 01517130000 Site Legal Address: GREENLAND BLK 6 LT 7 G:2636 Site Mailing Address: 4601 E 115TH AVE, Anchorage Owner: SIMS BEVERLY TATIANA Design Engineer: ALASKA NATIVE TRIBAL HEATLTH CONSORTIUM This permit is for the construction of: Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Effective Date: Expiration Date Lot Size in Sq Ft: Total Bedrooms: c n t V Department 5/18/2022 5/18/2023 17876 ❑ 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 Received By: Issued By: __�La41e Date: Date: 4 'OF 1 (15 MUNICIPALITY F ANCHORAGE Development Services Department yr:' Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 015-171-30-000 Property owner(s) Beverly Simms Mailing address 4601 E. 115th Ave. Anchorage, AK 99516 Site address 4601 E. 115th Ave. Anchorage, AK 99516 Day phone (907) 250-1024 Legal description (Sub'd., Block & Lot) Greenland, Block 6, Lot 7 Legal description (Township, Range & Section) Anchorage Bowl NW 1/4 Sec22 T1 2N R3W Lot Size 17,876 Sq. Ft. Number of Bedrooms S APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field 0 Initial ❑ Single Family (SF) 0 (w/wo ADU) Septic Tank 0 Upgrade Q Duplex (D) El Holding Tank ❑ Renewal Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. A."& 15ANTHC - Installer (Signature of property owner or authorized agent) Permit/Rush Fees: �q 15 2 Date of Payment: Yld 1l a On Receipt Number: 0 7 3 La I Permit No. 0S192210gc1 Waiver Fees: Date of Payment: Receipt Number: Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc Page 1 of 3 May 16, 2022 Municipality of Anchorage Development Service Department On-site Water and Wastewater Program 4700 Elmore Rd. Anchorage, AK 99507 Reference: Septic system replacement for Lot 7, Block 6, Greenland Subdivision, Plat P-268 Anchorage Recording District (ARD) – 4601 E. 115th Ave., Anchorage, AK 99516 Property Owner: John and Beverly Sims To Muni Onsite Dept., The Alaska Native Tribal Health Consortium, Div. of Environmental Health and Engineering, is assisting the homeowner’s (Sims) with upgrading and replacing their existing onsite septic system. A test hole, soil analysis, and percolation test was performed on May 24th, 2021. The soils at 4ft are Silty Gravel with Sand (GM) and at 6ft, Well-graded Gravel with Silt and Sand (GW-GM). Groundwater was encountered at 6ft below grade, which increased to 5ft below grade after the 7 day monitoring period. It was then adjusted to 3ft below grade by using the Municipality adjustment factor of 2 ft based on a May test hole. The test hole was dug to 8ft below grade and no impermeable layer was encountered. The percolation test was 18.53 min/inch. (The original 5-bedroom design with using just a residential lift station and mound drainfield would have required a loading rate of 0.4 gal/day/sq ft, which would have resulted in a field that was 1,875 sq ft; much too large to fit in the back yard. Nor would there have been enough room for a replacement system. So the design shifted to utilizing an advanced wastewater treatment system (AWWTS)(Quanics/Anua system). Based on the Muni requirement for Mound systems used in AWWTS Cat II systems and soil type and the percolation test rate, we would be using a loading rate of 2 gal/day/sq ft. (See Table 6 (AWWTS Effluent Application Rates), ANC 15.65.355 G. Disposal Field Sizing. A 5 bedroom house has a design water usage rate of 150 gal/bedrooms. 5BR * 150 gal/BR = 750 gal/day This will require the field to be 750 gal/day / 2 gal/day/sq ft = 375 sq ft An Infiltrator chamber is 11.32 sq ft, so this requires: 375 sq ft / 11.32 sq ft/chamber = 33 chambers This can be rounded to 36 chambers, with a configuration of 6 rows by 6 chambers long. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221089, Deb Wockenfuss, 05/18/22 Page 2 of 3 The Final Loading Rate is therefore: (750 gal/day) / (36 chambers * 11.32 sq ft /chamber) = 1.8 gal/day/sq ft – This will meet the intent of the Municipal Code. The system will be comprised of gravity-fed distribution box, supplying effluent to 4” perforated discharge piping covered by chambers, geotextile, and boardstock, and placed on 1ft of coarse-graded sewer rock, placed on 4ft of coarse-grade filter sand. The 4ft of coarse-grade filter sand is consider the ERS (Engineered Receiving Soils). The ERS meets the intent of the Municipality Code and allows the sand layer to be placed directly above the adjusted groundwater table. The 4ft of filter sand will also provide 4ft vertical separation distance to the original 1974 crib system. There was also a trench system installed 1986, and we will stay 6ft away from, but will not know it’s exact location until excavation of the area. (See attached Memo on ERS criteria. Due to the groundwater level being high, this system will require a residential lift station component to pump the effluent up to the absorption field. This ½ HP Liberty effluent pump will be used to pump to the 80/20 recirculation pod, and then 20% of each pump cycle will flow by gravity into the at-grade absorption mound. Which will also allow a 2ft separation distance to adjusted groundwater to be maintained. The system will have a 2,500 gallon, epoxy-coated steel septic tank with integral pump chamber by Anchorage Tank. The ½ HP Liberty pump produces 82 GPM at 11ft of head. The Quanics / Anua recirculation pod returns the effluent back to the pump chamber, where floats, and timers control the dosing of the biological treatment pod. The design of this system conforms to standard engineering design practice and meets the intent of Municipal Wastewater code AMC 15.65. • A test hole was dug within 30ft of the proposed drainfield and the soils analyzed by Shannon and Wilson Inc, in May of 2021, and a perforated monitoring tube left in place. • The percolation test was performed by an ANTHC field technician under the direction of an engineer, in July of 2021. • There are no surface waters impacted by this design. • The topography of the site is a gentle slope to the northwest (sloping downward away from the home, toward the back of the lot.) • There is no violation of separation distances and the residential well on the lot is protected. • No neighboring wells are in the vicinity of the proposed absorption field. o A field survey was conducted of the lots surrounding Lot 7, Block 6, and a review of the Muni Laserfiche and the State’s WELTS database performed. There are no residential wells within 100 ft of the proposed onsite septic system for Lot 7. • The design of the absorption field will not cause surface water ponding or surface water run-off to run onto neighboring lots. • The design of this system adequately protects public health. The following information is included with this submittal: • Cover letter with scope of work description and supporting design calculations, including an attached Memo Discussing the use of Engineered Receiving Soils Page 3 of 3 • Soil Analysis and Soil Log – 5-24-21 • Percolation Test Form – July 2021 • Sealed Engineering Design Plans – AKA-21-ANC • Muni Onsite Permit Application for 2022 system replacement • DNR Well Log, 1974 • Historical COSA’s and System Upgrade Report from 1999 • Original Inspection Report – 1974 (from Muni database (Laserfiche Document Management System (LDMS)) • Original Application Permit – 1974 (from Muni database (LDMS)) • Rush Permit Fees – (Refer to credit card payment by ANTHC) If the department would like to discuss this project or have questions or concerns, please contact me at (907) 644-4454 or by e-mail at ksauers@anthc.org. We appreciate your rushed review of this permit application. Sincerely, Kurt D. Sauers, PE, PMP, MCE CC: Project Files Page 1 of 3 May 16, 2022 Municipality of Anchorage Onsite Water and Wastewater Department Review of AMC 15.65.210 Section D. 3. c. – Engineered Receiving Soils Re: 4601 East 115th Ave, Anchorage, AK 99516 Lot 7, Block 6 Greenland Subdivision John and Beverly Sims Residence The proposed onsite septic system design for the Sims residence is comprised of an Advanced Wastewater Treatment System, and gravity-fed mounded bed style absorption field. The field will consist of 48” of Muni approved coarse-graded filter sand and 12” of 2” minus coarse-graded sewer rock, that meets the Muni Code AMC 15.65.205 D.3.a. - Drainrock for Disposal Field Design Criteria, as well as perforated distribution piping, covered with Infiltrator brand chambers, and with geotextile fabric, 2” of rigid insulation, and 3ft of soil cover. The site has high ground water, and after adjusting it by 2ft for a July test hole, from Table 1 in the code; it is considered to be 3ft below-grade. The proposal is to consider the 48” of filter sand as Engineered Receiving Soils, and thereby allow the sand layer to be placed at 5 ft below grade, just below the adjusted ground water level. This will allow the height of the mound to be as low as possible. The AWWTS allows the sewer rock to be 24” above the groundwater table, and this proposal meets that requirement. It will also provide 4ft of vertical separation to the original 1974 crib system, which we are proposing to build over a portion. If any signs of the original system are encountered within the 5ft of depth below grade, we will over excavate 6ft out from the new field, to ensure a 6ft horizontal distance is provided. The sewer rock will be removed and native soils will be filled in. In order for this layer to be considered an ERS the following criteria are required to be met: Code 15.65.210 Section D c. The ERS will be used to convey effluent vertically below the mound and meets the required separation to groundwater. i. There is a native accepting soil stratum of 2ft present on all sides of the ERS. ii. The ERS is conveying wastewater effluent vertically for vertical conveyance iii. Horizontal conveyance may occur through the sides of the ERS layer to convey effluent into the unsaturated accepting soil. This native soil layer is classified as Silty Gravel with Sand (GM). The top one foot layer of the absorption area is comprised of sewer rock, and a layer of 4ft of sand (or the Engineered Receiving Soils (ERS)). There will be 2ft of native accepting GM soils around the perimeter of the sewer rock and sand layer. iv. No fill will be placed on top of the organic layer, which will be removed to install the sand and sewer rock layers under the absorption field. Page 2 of 3 v. The coarse-graded filter sand used in the ERS will be material in accordance with 15.65.21 D. 3. B.. vi. The 4ft thick layer of filter sand is considered the ERS and will be placed below the sewer rock and absorption mound. vii. The absorption area that is used to convey effluent through the ERS is based on in-situ percolation rates from a test hole that was dug within 30ft of the proposed location of the absorption field. The soil type that is directly under the ERS (or sand layer) was classified as: Well-graded gravel with silt and sand (GW-GM) from a depth of 6ft below grade, and analyzed by Shannon and Wilson, Inc on 5-24-21. viii. The ERS or sand layer will be installed in 12” lifts for a total depth of 48”. ix. The mound system, including the ERS will have side slopes of 3:1, and will have 4” of topsoil cover, and will be grass-seeded and fertilized with material selected and approved by the Plant Material Science Center in Palmer, AK. x. The Advanced Wastewater Treatment System is considered a Class II treatment system, and is combination of a 2,500 gallon epoxy-coated steel septic tank, with included pump chamber, followed by an Aerocell 80/20 recirculation pod made by Quanics / Anua. While the system is not considered a Category III nitrate reducing system, it does provide fairly clean discharge effluent, which is further treated by the 24” of filter sand. a. A research of the Nitrate map for the homes surrounding, and including, the property at 4601 E. 115th Ave, Anchorage, AK, legally called, Lot 7, Block 6, Greenland Subdivision, shows that the Nitrate levels are: • This subject lot (Lot 7): 3.89 mg/l • Parcel 8: to the northwest: unknown • Lot 6, directly to the north: 2.77 mg/l • Lot 5, to the northeast: 1.8 mg/l • Lot 8, directly to the east: 4.58 mg/l • Lot 5: to the southeast: 4.35 mg/l • Lot 6: directly to the south: unknown • Lot 16: directly to the west: 7.76 mg/l xi. This design of an Advanced Wastewater Treatment System utilizing a recirculation open- cell foam biofilter pod, made by Quanics / Anua, discharging to a 12” layer of 3” minus sewer rock, followed by a 24” coarse filter sand layer (ERS), is not expected to impact the drinking water aquifers that serve this or adjacent properties. This system is adequately designed and will protect the public health and safety of the community. With Regards, Page 3 of 3 Kurt D. Sauers, MCE, PE, PMP Residential Wells and Onsite Septic Systems Alaska Native Tribal Health Consortium – Div. of Environmental Health and Engineering 4500 Diplomacy Dr. Anchorage, AK 99508 ABSORPTION FIELD DESIGN CRITERIA _.--- - --- I - --- B A • DESIGN FLOW RATE: 150 GAL/DAY/BEDROOM. • TOTAL DESIGN FLOW: 750 GAL/DAY. • TEST HOLE #1 - SOIL TYPE @ 4FT IS: SILTY GRAVEL WITH SAND - USCS CLASSIFICATION: GM. • TEST HOLE #1 - SOIL TYPE @ 8FT IS: WELL GRADED GRAVEL WITH SILT AND SAND - USCS CLASSIFICATION: GW -GM. • GROUNDWATER WAS ENCOUNTERED AT 6FT BELOW GRADE AND WAS MONITORED FOR 39 DAYS, AT THE END OF THE MONITORING PERIOD THE WATER TABLE ROSE TO 5FT BELOW GRADE. A 2FT ADJUSTMENT FACTOR WAS APPLIED PER THE MUNI GROUNDWATER ADJUSTMENT TABLE (TABLE 1, AMC 15.65 - SECTION 210-C-6-8). SO ADJUSTED GROUNDWATER IS 3FT BELOW GRADE OR AT AN ELEVATION OF 455 FT. • THE TEST HOLE WAS DUG TO 8FT. • NO IMPERMEABLE LAYER WAS ENCOUNTERED. • ELEVATION OF EXISTING GROUND AT TEST HOLE: 458 FT ASL (ABOVE SEA LEVEL). • THE PERCOLATION TEST WAS 18.53 MIN/INCH ON 5-24-21. • IN ORDER TO PROVIDE A 4 FT (2 FT FOR AWWTS) SEPARATION DISTANCE TO GROUNDWATER, A MOUND SYSTEM WILL BE REQUIRED. • THE SYSTEM WILL HAVE 1FT OF 2" MINUS, MUNI APPROVED, SEWER ROCK. • THE SYSTEM WILL HAVE 4FT OF MUNI -APPROVED, COARSE -GRADED FILTER SAND. • THE DISTRIBUTION PIPING WILL BE PROTECTED WITH THE USE OF INFILTRATOR CHAMBERS, THAT WILL PROTECT THE DISCHARGE PIPING FROM CLOGGING AND PROVIDE VOID SPACE THAT CAN HANDLE SEVERE PEAK FLOW EVENTS AND HELPS WITH THE DISTRIBUTION OF THE WASTEWATER. IT ALSO EXTENDS THE LIFE OF THE DRAINFIELD. • USE AN ABSORPTION RATE OF: 2 GAL/DAY/SO FT - PER MUNI AMC15.65.355 CODE - TABLE 6, UNDER SECTION G - DISPOSAL FIELD SIZING. ASSUME CAT II AWWTS SYSTEM AND A SOIL PERCOLATION RATE OF 18 MIN/IN. • ABSORPTION AREA REQUIRED: (5 BEDROOMS • 150 GALS/BEDROOM/DAY) / 2 GAL/DAY/SQ FT = 375 SQ FT • CHAMBER AREA PER UNIT IS: 2.83FT X 4FT LONG = 11.32 SQ FT/CHAMBER. • # OF CHAMBERS REQUIRED 1S = 375 SQ FT / 11.32 SQ FT/CHAMBER = 33 CHAMBERS. • ROUND TO 36 CHAMBERS. • USE 36 CHAMBERS WITH 6 ROWS OF 6 CHAMBERS PER -ROW (408 SQ FT). • FINAL LOADING RATE IS: 750 GAL/DAY / 408 SQ FT = 1.8 GAL/DAY/SQ FT. • THIS EQUATES TO: 750 GAL/DAY / 1.8 GAL/DAY/SQ FT / 5 BR = 83 SQ FT/BR • SEPTIC TANK SIZING: MUNI REQUIREMENT FOR 5 BEDROOM HOME IS A 1,000 GAL PLUS 250 GAL FOR EACH BEDROOM OVER 3, WHICH WOULD BE 1,500 GALLONS. AS WELL AS, 2 • DAILY FLOW (750 GAL) FOR MAIN CHAMBER, PLUS 1 • DAILY FLOW (750 GAL) FOR PUMP CHAMBER REQUIRES 2,250 GAL. USE AN ANCHORAGE TANK, EPDXY-COATED STEEL, 2,500 GALLON SEPTIC TANK, WHICH INCLUDES AN INTERNAL PUMP CHAMBER. • A h HP CAST IRON, LIBERTY EFFLUENT PUMP, WILL BE USED FOR THE 80/20 RECIRCULATION FROM THE PUMP CHAMBER TO THE QUANICS / ANUA AEROCELL POD (NS750). • STATIC ELEVATION HEAD = 9 FT. • ASSUMED HEADLOSS = 2FT. (1.5" PVC ® 40GPM = 9.4FT/10OFT • 15FT = 2FT) • TOTAL DYNAMIC HEAD = 11FT. • ACTUAL FLOW RATE OF SEWAGE PUMP SELECTED IS: • LIBERTY EFFLUENT PUMP, FL50, '%HP PUMP. BASED ON PUMP USER: JEELLORIN PRODUCT: Autodesk Civil 3D 2021 — English CURVE AT 11 FT OF HEAD PUMP PRODUCES 82 GPM. AWWTS DESIGN • THE QUANICS/ANUA AEROCELL CAT II ADVANCED WASTEWATER TREATMENT SYSTEM IS ONE OF THE SYSTEMS THAT HAS BEEN APPROVED BY THE MUNICIPALITY OF ANCHORAGE. IT HAS BEEN SHOWN TO REDUCE CONTAMINANT DISCHARGE LEVELS TO 30 MG/L OF BOD5 (5 -DAY, CARBONACEOUS BIOLOGICAL OXYGEN DEMAND , 30 MG/L OF TSS (TOTAL SUSPENDED SOLIDS) AND 50,000 COLONIES PER 100 ML OF FECAL COLIFORM REDUCTION. • THE SYSTEM IS MOSTLY COMPRISED OF NON -PROPRIETY COMPONENTS WHICH WILL MAKE IT EASIER FOR THE HOMEOWNER TO OPERATE AND MAINTAIN. • THE SYSTEM UTILIZES A FILTER THAT PROTECTS THE PACKED BED FILTER POD. THE AEROCELL MEDIA IS A PROPRIETARY HIGH POROSITY, SYNTHETIC, OPEN -CELL FOAM BLOCKS. THE EFFLUENT PUMP IS CONTROLLED BY A TIMER AND FLOAT CONTROLLED CONTROL PANEL AND ALARM SYSTEM THAT IS CONNECTED TO WI -FI FOR REMOTE MONITORING. AFTER WASTEWATER GOES THROUGH THE FIRST SEPTIC TANK, WHICH ACTS AS A SETTLING CHAMBER, THE EFFLUENT FLOWS INTO THE PUMP CHAMBER (RECIRCULATION CHAMBER), AND IS THEN PUMPED AND RECYCLED AND SPRAYED OVER FOAM BLOCKS IN THE POD THAT ACT AS A TRICKLING FILTER THAT LETS AEROBIC BIOLOGICAL ACTIVITY TAKE PLACE. THE SYSTEM RECIRCULATES 80% OF THE WASTEWATER, AND 20% OF THE TREATED WASTEWATER IS SENT TO THE DRAINFIELD. • THIS AWWTS WILL ALLOW A REDUCTION OF THE VERTICAL SEPARATION DISTANCE FROM THE BOTTOM OF THE SEWER ROCK TO GROUNDWATER, FROM 4FT DOWN TO 2FT. AS WELL AS, 4FT OF VERTICAL SEPARATION TO THE 1974 CRIB SYSTEM. • THE AEROCELL POD CAN BE MOVED TO THE DRAINFIELD LOCATION, AND THE DRAINFIELD CAN BE SUPPLIED BY GRAVITY INSTEAD OF PRESSURE. • THE ADVANCED WASTEWATER TREATMENT SYSTEM ALLOWS FOR A REDUCED FOOTPRINT OF THE DRAINFIELD OR MOUND SYSTEM, AND AN INCREASE IN THE WASTEWATER LOADING RATE. • TO INCREASE THE LIFESPAN OF THE SYSTEM, AND TO ASSIST WITH BETTER WASTEWATER TREATMENT HYDRAULICS, A 1FT LAYER OF 2"MINUS SEWER ROCK, WILL BE ADDED UNDERNEATH THE PRESSURE DISTRIBUTION PIPING. THE PIPING WILL BE PROTECTED WITH THE USE OF INFILTRATOR CHAMBERS, PLACED OVER THE DISCHARGE PIPING, THAT WILL PROTECT THE DISCHARGE PIPING FROM CLOGGING, AND PROVIDE VOID SPACE THAT CAN HANDLE SEVERE PEAK FLOW EVENTS, AND HELPS WITH THE DISTRIBUTION OF THE WASTEWATER TO THE FILTER SAND LAYER BELOW. • AS THE 4 FT SAND LAYER IS CONSIDERED AN ENGINEERED RECEIVING SOIL, WE CAN PLACE THE SAND BELOW THE ADJUSTED GROUND WATER ELEVATION, AND THEN THE. 12" OF.ORGANIC.-..-_ _..-.------ MATERIAL CAN BE REMOVED AND REPLACED WITH THE 1 FT LAYER OF SEWER ROCK, WHICH WOULD THEN MATCH THE EXISTING GRADE. SITE SPECIFIC DESIGN AND CONSTRUCTION NOTES • THE START-UP OF THE FACILITY SHALL BE COORDINATED AND ARRANGED WITH THE PROJECT MANAGER AND ENGINEER. SUCCESSFUL SYSTEM START-UP, TROUBLESHOOTING, AND ADDRESSING ANY INSPECTION CONCERNS, MUST ALL BE COMPLETED BEFORE FINAL CONTRACT PAYMENT 1S MADE. • THE 2" PVC PRESSURE LINE, FROM THE LIFT STATION TO THE HEADER PIPING (AND HEADER) WILL BE COVERED WITH 2" OF BOARDSTOCK INSULATION. FILE: P:\Anchorage\AKA-21 LAYOUT: SIMS -2 PRINTED: 5/17/2022 12:53:34 AM {� 4 htria{a'fydH4nago O,sac Wsa atl Vl�cvda Division of Environmental Health and Engineering 4500 Diplomacy Drive Anchorage, Alaska 99508 (907) 729-3600 ���OF X11 11 ,arc..•.. .., C91� *: 49m a :•t fi �.... �ra.....�:.GlNAaaJt�� KURT D. SAUERS •. CE -10280 /I II��E��:�7� 0 1 - BAR IS ONE INCH ON ORIGINAL DRAWING, IF NOT ADJUST SCALES ACCORDINGLY Z _O U Lu Cn Lu U) Cn 17 } Z 0CC U _ HW X io H W LL au mw N Cn PLAN SET. AKA -2I -ANC PROJ MGR: M. LANDON PROJ ENG: K. SAUERS DRUMS ENG: TUSENCR DRAWN BY: J. ELLORIN SHEET TITLE NOTES C-102 SHEET 7 OF 16 7 OF 16 C C B A Mritlre'iryWMtaay R,stc WdQatl V! iwxafa 1 I 2 I 3_ I 4 �new®raaeooamnru v+ce W m w \ I \ U Z U/ LLJ J • \ J J N / ZO v \ I\ o O o PARCEL 8 v ( LOT 6 I /� I O BLOCK 6 �/ 100 R WELL CLEARBLOCK 6 ANCES \'J _ ,ISS - C 7y _ _I ' x X –CENTERLINE 20' RIGHT OF WAY - LOT 17 \ c OH/E _ QH/E BLOCK 1 t PLAN AND PROFILE, O / 1 SEE SHEET C-101 , ��� % �� 1} , ` II I r I1 \ E E ro'Iti o lir 1 ( "Al /! . / // \ —SS—SS co T l r I� '7 iw� 111 J\ } � J Sr / 1 I I LOT 8 O w/%BLOCK 6 LOT 16 M I I I: J t BLOCK 1 `,� / •' - _ ' �. /!�.` /�� i r ny�h 1 I1 711 C TLD .Z ,� I \1?�1( BLOCK–� �. 1 I ��'• GARAGE SLAB / FF = 463.9' of J%^ I I� •,, 1� I -' / i Jr / ! Y I TOP FLOOR I I \ FF =467.1' — — � — r '?1't/ µ�-100'R WELL CLEARANCE 100'R WELL CLEARANCE - - ," ✓ I —�—/- - r - - J CENTERLINE EAST 115TH AVENUE - - /L I RIGHT OF WAY \ \ (D BLOT 6LOT 5 ) BLOCK55 EX[S71NG WELL - SCOPE OF WORK SEPTIC SYSTEM. • INSTALL NEW SEWER SERVICE LINE, 4" ABS WITH 2" OF BOARDSTOCK INSULATION OVER SERVICE LINE. •INSTALL NEW 2,500 GALLON, COMBINED SEPTIC TANK AND PUMP CHAMBER, EPDXY-COATED STEEL, FROM ANCHORAGE TANK. •INSTALL NEW QUANICS ADVANCED WASTEWATER TREATMENT SYSTEM ) W/AEROCELL POD (NS750) . • PROVIDE A '{h HP SUBMERSIBLE SEWAGE (EFFLUENT) PUMP CAPABLE OF DELIVERING • 82 GPM @ 11 FT OF HEAD. (LIBERTY EFFLUENT PUMP, FL50 SERIES - FL51A-2, 115V) •INSTALL NEW GRAVITY FED MOUNDED DRAINFIELD SYSTEM. • MOUND SYSTEM CONTAINS: • 6 ROWS OF 6 CHAMBERS, FOR A TOTAL OF 36 CHAMBERS AND 408 SO FT OF TREATMENT AREA (THE DISTRIBUTION PIPING IS COVERED WITH INFILTRATOR CHAMBERS.) • PUMP -OUT, LIME, ABANDON AND CRUSH IN PLACE THE EXISTING SEPTIC TANK. REMOVE AERATION SYSTEM, PUMPS, FLOATS, ELECTRONICS, CONTROL PANELS, AND COMPRESSOR PUMP LOCATED IN GARAGE. ABANDON EXISTING DRAINFIELD IN PLACE, REMOVE OH/E MONITORING PORTS. REMOVE EXISTING MOUND DOWN TO - - - - EXISTING GRADE, COMPACT, LEVEL AND LANDSCAPE AREA. NOTES: LOT 9 BLOCK 6 Qt A FIELD SURVEY WAS CONDUCTED, AND A REVIEW OF THE MUNI LASERFICHE AND THE STATE'S WELTS DATABASE WAS PERFORMED, AND THAT THE RESIDENTIAL WATER WELL ON THIS PROPERTY WILL NOT BE IMPACTED OR AFFECTED BY THE PROPOSED SEPTIC SYSTEM ON LOT 7, BLOCK 6, GREENLAND SUBDIVISION. LOT 4 BLOCK 5 SITE PLAN NI 1"-20' 0 10' 20' 40' USER: JEELLORIN PRODUCT: Autodesk Civil 3D 2021 - English FILE: P:\anchorage\aka-21 STSITE-BSims.dwg LAYOUT: SITE PRINTED: 5/11/2022 4:41:29 PM Division of Environmental Health and Engineering 4500 Diplomacy Drive Anchorage, Alaska 99508 (907) 729.3600 �qE ..0F 44'111 t: 49311 "pfi �I '�°'. •- 00, KUR SAU ERS •".Q. -i I,c�� CE -10280 =_- 11 0 1" BAR IS ONE INCH ON ORIGINAL DRAWING, IF NOT ,DJUST SCALES ACCORDINGLY Z 0 F. U Q F- EE F- W N N } Z cc c O 0 W Lu CC� >0 W LI_ Q N m W M (!J PLAN SET: AKA -2I -ANC PROJ MGR: M. LANDON PROJ ENG: K. SAUERS DRUMS ENG: TUSENGR DRAWN BY: J. ELLORIN SHEET TITLE i'C'Y' 1. - `, - — - 4601 EAST 115TH AVE, ANCHORAGE, AK 99516 LOT 7 BLOCK 6 GREENLAND SUBDIVISION LAT: N 61' 07'2.36" LONG: W 149'47'46.74"; t 17,877 SF (± 0.41 AC) Division of Environmental Health and Engineering 4500 Diplomacy Drive Anchorage, Alaska 99508 (907) 729.3600 �qE ..0F 44'111 t: 49311 "pfi �I '�°'. •- 00, KUR SAU ERS •".Q. -i I,c�� CE -10280 =_- 11 0 1" BAR IS ONE INCH ON ORIGINAL DRAWING, IF NOT ,DJUST SCALES ACCORDINGLY Z 0 F. U Q F- EE F- W N N } Z cc c O 0 W Lu CC� >0 W LI_ Q N m W M (!J SITE PLAN C-101 SHEET 6 OF 16 6 OF 16 TOTAL SHEETS PLAN SET: AKA -2I -ANC PROJ MGR: M. LANDON PROJ ENG: K. SAUERS DRUMS ENG: TUSENGR DRAWN BY: J. ELLORIN SHEET TITLE SITE PLAN C-101 SHEET 6 OF 16 6 OF 16 TOTAL SHEETS ED C B A 1 r � I \ \\ \ CENTERLINE LIPSCOMB STREET RIGHT OF WAY i �T NOTES: ---\\_, --- 1. 4" PVC (AND '� \ • Y, 0 x —x—tC x x ti x\ -x —x—x x x x x—x x x "� \ - 457,7 , \\ � �\I A2 APPROXIMATE x _ \\ \ 0.003 LOCATION OF C, �`71, . -44660'- ORIGINAL EXISTING' \\ � _ .. `�� / \ = � 4� \ \\ \\ \�- SEWER DRAINFIELD �' 1986 SYSTEM / 1974 SYSTEM 3 TEST HOLE 100' WELL \ I I 1 ' 1\\ \ \ / 7:l as) I \\ J CLEARANCE a 1 - I S0- WARNING S 9 !!! J DO NOT EXCAVATE OR FILL 1! I 2 STORY HOME WITH BASEMENT �'. 11 \\�� 7 ��/ / 30.0' Assp BEYOND PROPERTY BOUNDARY / IST FLOOR ELEV = 463.0' \ - ----------- M / / �• 2ND FLOOR ELEV = 467.1' `\ I LOT 7 5 BEDROOMS�7 BLOCK 6 I 11 \ ��. ST 01 ST 02 r / / 3: 1 I _ I \ / Q 1 1 / / 36 CHAMBERS; ED _ _ _ _ _ _ CONNECT TO EXISTING SEWER 0+00 j1 \) 0+20 40 0+60 6 ROWS OF 6 co N i I� \I \ SERVICE LINE CONNECTION W o V 1 2 3 4 \ \ \ I�I \ O O CHAMBERS (408 SF) CO AT THE HOUSE AND INSTALL r \� \ NEW FOUNDATION CLEANOUT, CO 01 I x \\ \ �\ WITHIN 4' OF WALL — — — — I // \\ S 5 • / 8 I \ \\ SHED TO BE RELOCATED ry \ --k-- 2 \ n / o \ ED —PERF PIPE / BURI-----'STUMPS = —_- EXISTING - / EXISTING ----------_ ` ( � SEPTIC TANK --__ CAUTION: \ '\ ) SS - - SS—SS - 1 \I I I b 1 \ ///��1/// OVERHEAD I SHED �\�� \ 1998 SYSTEM SS o J I I = 1 \\ \11 I EXTERIOR WALL / ELECTRICALS ON/E `\ �L_8�_ss-_-SS0 ss \ ROOF LINE I I D SHED \\ \ I I I /E - _ _ ABANDON AND REMOVE �C 1\ I I DH _�___-/ EXISTING LEACH FIELD x m� 1 \\ \ L - - - - - J _ C �. 1 / \ - - - 1DOWN TO EG, SMOOTH AND LANDSCAPE z m —SA-�SM�� -----461'--� E3 to o o `�_x--x—a�� \k\J 0 ,,_0 71 , 1 - IMPORTANT H! 480' SEE DETAIL FOR SEPTIC SYSTEM INSTALLATION AND MATERIALS COVER OVER SEWER SERVICE LINE: SEPTIC TANK INVERT IN: SEPTIC TANK INVERT OUT: COVER OVER SEPTIC TANK: COVER OVER CHAMBERS/ DRAINFIELD: EG AT DRAINFIELD = 458' GROUNDWATER 7 DAY MONITORING @ 5' BG = 453 ADJUSTED GROUND WATER (2' FACTOR) = 3' BG (AGWE) GROUNDWATER ® 3' BG = 455' SEPARATION DISTANCE TO AGW (+2') = 457' ASSUMED IL (BOH) ® 8' BG = 450' SEPARATION DISTANCE TO IL (BOH) (+6') = 456' THEREFORE, THE CONTROLLING EL = 457' BOTTOM OF SEWER ROCK EL = 457' DESIGN PLAN 470' 460' w n (n to o II _ 5' SEPTIC n RISER WRAP JOINTS 450' WITH VISCOWRAP-ST OR APPROVED EQUAL t i 440' 0 o - U) U1 -0+10 0+00 0+10 3 1F FM 01 - 4' INSTALL SEPTIC ANCHOR DUE TO GROUNDWATER 480' 470' 0 3 �t EG 460' ri- ASSUMED IL t_(BOH) 450' — i — r- —1— 450' Lr) u) (r) u7 r (D r O N O — O -.4-0 -0-0 M r 00 of r o1 n O n N n M n N r N 00 N e0 O - - U) N u) u) N u) v) O N to u) (D u) (D u7 U) N v) © SS 03 SEPTIC25 RISER 0+63 4 LF © 4" SCH 40 ABS PIPE Lu ri W w W w w w W L_ W Li W Li W u_ W Li 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 I\- ' " / t1UHL. 5GALt )" = TU' \l VERT. SCALE I"= 10' USER: JEELLORIN PRODUCT: Autodesk Civil 3D 2021 — English FILE: P:\Anchorage\AKA-2I—ANC\BSims\Civil\ANC—C—STSITE—BSims.dwg LAYOUT: DSGN PRINTED: 5/17/2022 12:31:50 AM 440' PIPE WILL BE USED, AND HAVE 2" OF THE -SERVICE -LINE, -SEPTIC -TANK. -ANE DRAINFIELD. 20 ABANDON EXISTING SEPTIC SYSTEM, REMOVE ABOVE -GRADE PIPES, ELECTRICAL, AND PUMPS. Q3 ERS WILL BE INCREASED FROM 2' TO 4' OF SAND, IN ORDER TO PROVIDE 4' OF VERTICAL SEPARATION BETWEEN 1974 SYSTEM AND THE PROPOSED NEW SYSTEM. IF ANY PORTION OF THE OLD SYSTEM IS ENCOUNTERED, WE WILL OVER -EXCAVATE 6' OF THE OLD SYSTEM, TOWARDS THE WEST, AND REPLACE WITH NATIVE FILL MATERIAL, IN ORDER TO PROVIDE A 6' HORIZONTAL SEPARATION DISTANCE TO THE SEWER ROCK. THE EXACT LOCATION OR DEPTH OF THE OLD SYSTEM IS UNKNOWN, (NEITHER THE 1974 CRIB SYSTEM OR THE SUBSEQUENT 1986 TRENCH IS KNOWN), AND WILL BE FIELD DETERMINED DURING INSTALLATION. THE TEST HOLE WAS NOT DUG INTO THE OLD SYSTEM AND SHOWS GW -GM SOILS, WHICH MATCH THE SOILS FROM THE GARNESS TEST HOLE FROM 1988. SWING TIE TABLE ID STATION DESC DSGN AS END LENGTH DESC DSGN AS 0+04 O SEPTIO RISERCI 40' 4" SCH 40 ABS PIPE SS 02 O PORT DRAINFIELD L 76, 0.0% © SS 03 SEPTIC25 RISER 0+63 4 LF © 4" SCH 40 ABS PIPE PORT DRAINFIELD 66' 7 O O RISERCII 50 450.5' O O PORT IIELD 70 NET VOLUME A - (B+C+D+E+F+G) O SEPTIO RISERCII 40 O © PORT IIDRAINFIELD 68 0 O3 POD I 62' O PORT III DRAINFIELD 93 OB O3 POD I 54' O O DRAINFIEPORT III LD 92' OA O4 POD II65' O ® JDR p0RT INFIELD V LD 98' © 0 POD [I 58' © ® PORT IV LD 90 MAJOR STRUCTURES ID STATION SEWER SERVICE ID START END LENGTH SLOPE DESCRIPTION SS 01 0+04 0+23 19 LF 2.0% 4" SCH 40 ABS PIPE SS 02 0+40 0+50 10 LF 0.0% 4" SCH 40 ABS PIPE SS 03 0+59 0+63 4 LF 2.0% 4" SCH 40 ABS PIPE MAJOR STRUCTURES ID STATION DESCRIPTION - CO 01 0+04 CLEANOUT, SEE SSSD-301 ST 01 0+31 2,500 GAL EPDXY COATED STEEL SEPTIC TANK (ANCHORAGE TANK), SEE SSSD-545 ST 02 0+55 QUANICS NS -750 -AC AEROCELL POD, SSSD-565 . DB 01 0+63 7HD DISTRIBUTION BOX, SSSD-600 fa=V ENMLQn CoDECOM1PLJA 05 Division of Environmental Health and Engineering 4500 Diplomacy Drive Anchorage, Alaska 99508 (907)729-3600 OF q t� i h�P• s�'>'�I . >r: 49m � r v.?5:.4,v� tvnn..11 KURT D. SAUERS CE -10280 : `�``•� Iffy.. S I'�-ZZ •'E�v� 0 1" BAR IS ONE INCH ON ORIGINAL DRAWING, IF NOT ADJUST SCALES ACCORDINGLY Z O U Lu1W-MF- W C 1)U) 0 z �OWC�0 = WW CC UI-Ij0 a (0 a uj U) Cl) PLAN SET: AKA -2I -ANC GRADING TABLE M. LANDON PROJ ENG: ID DESCRIPTION VOL (CuYd) ELEV J. ELLORIN EXCAVATION (EXC) 306 - �A MOUND COVER (FG) 316 462' �B INFILTRATORS CHAMBERS 16 458' © 1' COARSE SEWER ROCK 25 457' D❑ 4' COARSE SAND 94 453' �E AEROCELL POD 7 458.25' �F SEPTIC TANK / LS 15 450.5' © 2' SAND BEDDING 13 449.5' NET VOLUME A - (B+C+D+E+F+G) 146 - NET VOLUME (SOIL NEEDED) = FG (MOUND) - SEPTIC SYSTEM POSITIVE NET VOLUME = SOIL NEEDED; NEGATIVE NET VOLUME = EXCESS SOIL VALUES ARE ESTIMATED; COMPACTION/EXPANSION ARE NOT FACTORED IN fa=V ENMLQn CoDECOM1PLJA 05 Division of Environmental Health and Engineering 4500 Diplomacy Drive Anchorage, Alaska 99508 (907)729-3600 OF q t� i h�P• s�'>'�I . >r: 49m � r v.?5:.4,v� tvnn..11 KURT D. SAUERS CE -10280 : `�``•� Iffy.. S I'�-ZZ •'E�v� 0 1" BAR IS ONE INCH ON ORIGINAL DRAWING, IF NOT ADJUST SCALES ACCORDINGLY Z O U Lu1W-MF- W C 1)U) 0 z �OWC�0 = WW CC UI-Ij0 a (0 a uj U) Cl) PLAN SET: AKA -2I -ANC PROJ MGR: M. LANDON PROJ ENG: K. SAUERS DRUMS ENG: TUSENGR DRAWN BY: J. ELLORIN SHEET TITLE DESIGN PLAN C-103 SHEET 8 OF 16 8 OF FBI C B A DISTURBED EARTH FILL MOUND WITH EXISTING GROUND CLEAN BACKFILL 1' OF 2 MINUS I o Z UNDISTURBED EARTH COARSE GRADED SEWER ROCK LAYER, z N �. SEASONAL HIGH \\ 4 DRAINFIELD BOTTOM I�// DRAINROCK MUSTGROUND WATER BE MUNI APPROVED 4' OF COARSE SAND FILTER LAYER . TABLE (AWWWTS) a IMPERMEABLE LAYER (AWWWTS) \// SECTION BED STYLE ABSORPTION FIELD INSTALLATION USER: JEELLORIN PRODUCT: Autodesk Civil 3D 2021 - English FILE: P:\Anchorage\AKA-2I-ANC\BSims\Civil\ANC-C-DTDFLD.dwg LAYOUT: AT -GRADE PRINTED: 5/16/2022 5:45:09 PM 4 NOTES: 0 EXTEND RIGID INSULATION FROM BED 2'-0" BEYOND INFILTRATOR -CHAMBERS: 02 COVER INFILTRATORS WITH TYPAR 3401 OR EQUAL. PROVIDE 1'-0" MINIMUM OVERLAP AT ALL JOINTS. EXTEND 1'-0" MINIMUM BEYOND ALL SIDES OF INFILTRATORS. 3. EACH LATERAL WILL REQUIRE A CLEAN-OUT AT THE END OF THE ROW. THE OBSERVATION PORT WILL GO THROUGH THE TOP OF THE MULTI PORT END CAP, ADJACENT TO THE DISTRIBUTION PIPING. THE OBSERVATION PORT WILL GO TO THE BOTTOM OF THE SEWER ROCK AND HAVE PERFORATIONS BELOW THE DISTRIBUTION PIPING ® DO NOT COMPACT DRAINFIELD BOTTOM. KEEP EQUIPMENT OUT OF THIS AREA. PLACE SAND OR GRAVEL FROM SIDES OF EXCAVATION AND FINAL GRADE BY HAND. 5. EXTEND SEWER ROCK 14" BEYOND BED ON ALL SIDES. 6. SEE SPECIFICATION SECTION 33 34 51 FOR ADDITIONAL DRAINFIELD REQUIREMENTS. 7. SEE SPECIFICATION SECTION 31 00 00 FOR ADDITIONAL EARTHWORK REQUIREMENTS. 8. BED SYSTEM LENGTH, WIDTH, ROW AND NUMBER OF INFILTRATORS WILL VARY BASED ON DESIGN CRITERIA. SEE CIVIL DESIGN SITE PLAN. 4" FERNCO CAP WITH SS CLAMP 4" REFLECTIVE TAPE-/ 4" SCH 80 PVC PIPE SET INTO TOP INFILTRATOR W/ SET SCREWS, INSTALL VERTICALLY STRAIGHT — _CLEANOUT Q. ra n�RMCooe COWW ,xt U Division of Environmental Health and Engineering 4500 Diplomacy Drive Anchorage, Alaska 99508 (907)729-3600 - OF '•i 49m•. KURT D. SAUERS CE -10280 W LL Z OZ M O 0 a Cl) J a Ia- fn J Z F- tn ❑ W M ��- STANDARD I I DETAIL I I 1/2"0 HOLES I 4" GLUED COUPLING �z mo�oaoLL;o 2 ROWS, 4 HOLES �// I I < LLwx o<AS EACH (FIELD DRILL) I • / \X\/\\\/1\\/X\/x\,\\\\ \ .Z. OOO?(w7NN�7W2 Vi zomon MOM F<opzr<j_<ow mowxw_wwUz<mx d'OW W F JWaQ�W� � �v�Mo �o0�x cwNJa", ZZwFaaxLLZ"woLL�jovZx �?J<iaZJ¢n Mv- 9 9 9S T999�9 C 'O C(C 0°0° oaoNo 0Q0O0 o o o -,a� xNa=,o, 0.9933QQ(Q QOoO? , 0.�g933}0 i Caa� 0 o OoOoOoOo3bab. C'� 00C),00O000,0 0,0 mwoNo2v_oO O zZN~aiaO0 Wm0 ■11�1\I� GI"' �- 1 1 1 I o � QO QO Q O QO QO Q O 0,O ¢O x00 Q 0O bab0� 7 v� J?�b 1lilll � aoa I i r.■ l ,�IIIII el■j l °l °l �II=r l°lltl ISI I 1 ally' of a ol', �I��I 1 '° I I:a.'I '° IG°11IIIIrC 311111 . ���I�IIII �I �I Q��►�I �I �[ A4�� a�����. I �I � A���� I� I� I�� �i��� . "•113j111't. ■11��13�' `a\1\��I,li I 1 I ° I ° :O.hI 1 l a ° olal ■:!hI 1 I ° Ola�l ° � 1 e 1 I:ai ° • • - • - III►I ■II'�� �II��I I'`I �I `I Illrr • • • • _I�Ir�. ■I. ■I. .l■;rl. ■I. ■I. .l■/ `■Irl. ■I. ■ . . y� .'■ .'. .LIr�� - • • - • • - �■ ,,. 1 111 - ■11■1I��� I I I Olal I 1 Olal ■:Ilal 1 I Ola�l I 1 I:a , a! 31111: ' .. •. _ �.� 'll � ����� L �ih� ����►� L J... p�'��� % . �I - II ♦ - ..L �i .I. .L .I. .I■ .l..�r,��ll . � �;�i�l� �■II■1,1�/� II �I I I �I 1 e�i�iI "Oaal I �I 1 �! AI►�� Olal ������I �I 1 1 � A���'I I� ��� I�'����� ' �I��Ir�■.:I °I n�1►�1.:I.:I■ V�I� p;llal ��II►11. a. Ola�l � . ��I��i 1 .l:.�:.l�,;i�r I I:af :III13jlll`. - �,���ill �■Il�lll� �I ��l I 1 �I 1 ,AI�I�I 1 �I 1 �� AI►�� ������I �I I � A�I�'I I� I� I� ���� a�.�l�.:Ir �I. ,Oaal ni��� 1. a. a. Olal V��� ■:Ilal 1 ���i�� 1. a.:. eilan ������ 1 .►:.l:.1� 1 I:aF:Ill�lgl: ��,�� - �,�I�IIII �■11�113��f �I I I �I I A�III�. I I �I � A��11� ��I�IL I �I � A�f��l I� I� I��'►��� ■, �;. o ��� � J..I.9i�►� 0 ;O:Ilal 0. 1. I a o O.lal a ��►�; �;lal 1 I � a o ���►� 1. O all 0 0 ���I��� I ° I I:ai:III�III't e el rnr . • ■l... ■l. ■ . .l:.L .i`,���I_' r �j DISTURBED EARTH FILL MOUND WITH EXISTING GROUND CLEAN BACKFILL 1' OF 2 MINUS I o Z UNDISTURBED EARTH COARSE GRADED SEWER ROCK LAYER, z N �. SEASONAL HIGH \\ 4 DRAINFIELD BOTTOM I�// DRAINROCK MUSTGROUND WATER BE MUNI APPROVED 4' OF COARSE SAND FILTER LAYER . TABLE (AWWWTS) a IMPERMEABLE LAYER (AWWWTS) \// SECTION BED STYLE ABSORPTION FIELD INSTALLATION USER: JEELLORIN PRODUCT: Autodesk Civil 3D 2021 - English FILE: P:\Anchorage\AKA-2I-ANC\BSims\Civil\ANC-C-DTDFLD.dwg LAYOUT: AT -GRADE PRINTED: 5/16/2022 5:45:09 PM 4 NOTES: 0 EXTEND RIGID INSULATION FROM BED 2'-0" BEYOND INFILTRATOR -CHAMBERS: 02 COVER INFILTRATORS WITH TYPAR 3401 OR EQUAL. PROVIDE 1'-0" MINIMUM OVERLAP AT ALL JOINTS. EXTEND 1'-0" MINIMUM BEYOND ALL SIDES OF INFILTRATORS. 3. EACH LATERAL WILL REQUIRE A CLEAN-OUT AT THE END OF THE ROW. THE OBSERVATION PORT WILL GO THROUGH THE TOP OF THE MULTI PORT END CAP, ADJACENT TO THE DISTRIBUTION PIPING. THE OBSERVATION PORT WILL GO TO THE BOTTOM OF THE SEWER ROCK AND HAVE PERFORATIONS BELOW THE DISTRIBUTION PIPING ® DO NOT COMPACT DRAINFIELD BOTTOM. KEEP EQUIPMENT OUT OF THIS AREA. PLACE SAND OR GRAVEL FROM SIDES OF EXCAVATION AND FINAL GRADE BY HAND. 5. EXTEND SEWER ROCK 14" BEYOND BED ON ALL SIDES. 6. SEE SPECIFICATION SECTION 33 34 51 FOR ADDITIONAL DRAINFIELD REQUIREMENTS. 7. SEE SPECIFICATION SECTION 31 00 00 FOR ADDITIONAL EARTHWORK REQUIREMENTS. 8. BED SYSTEM LENGTH, WIDTH, ROW AND NUMBER OF INFILTRATORS WILL VARY BASED ON DESIGN CRITERIA. SEE CIVIL DESIGN SITE PLAN. 4" FERNCO CAP WITH SS CLAMP 4" REFLECTIVE TAPE-/ 4" SCH 80 PVC PIPE SET INTO TOP INFILTRATOR W/ SET SCREWS, INSTALL VERTICALLY STRAIGHT — _CLEANOUT Q. ra n�RMCooe COWW ,xt U Division of Environmental Health and Engineering 4500 Diplomacy Drive Anchorage, Alaska 99508 (907)729-3600 - OF '•i 49m•. KURT D. SAUERS CE -10280 W LL Z OZ M O 0 a Cl) J a Ia- fn J Z F- tn ❑ W M ��- STANDARD I I DETAIL I I 1/2"0 HOLES I 4" GLUED COUPLING �z mo�oaoLL;o 2 ROWS, 4 HOLES �// I I < LLwx o<AS EACH (FIELD DRILL) I c~1zi�Wzc°Z>J� / \X\/\\\/1\\/X\/x\,\\\\ \ .Z. OOO?(w7NN�7W2 Vi zomon MOM F<opzr<j_<ow mowxw_wwUz<mx d'OW W F JWaQ�W� � �v�Mo �o0�x cwNJa", ZZwFaaxLLZ"woLL�jovZx �?J<iaZJ¢n Mv- 9 9 9S T999�9 C 'O C(C 0°0° oaoNo 0Q0O0 o o o -,a� xNa=,o, 0.9933QQ(Q QOoO? , 0.�g933}0 i Caa� 0 o OoOoOoOo3bab. C'� 00C),00O000,0 0,0 mwoNo2v_oO O zZN~aiaO0 Wm0 4Q9 Q 9 0 9 Q ¢99J0. °o° �° �oO�T 00•� o0oObTo0• �o'SOn(� i�OOwoa z5n=OOww<r woOCjao ")Ow-wz>> 0 0 o � QO QO Q O QO QO Q O 0,O ¢O x00 Q 0O bab0� 7 v� J?�b auJavx�iWF}maa w09Q909Q9 F_ 0. oauzo aoa ° o3a 00 0 0 0° 00 QO QO 0!b-�09 Nxw :w m < 00 0 ¢9JQ ° ° ° o ��. I. `-- Z `,�1 03bto 3bao abo a-,1 0 1 0 9 0. 9090 9O 0o ° ° aa oaoo .S(0� oQo 0 o 0 0 0 0 0 0O0 aoo(O} (0� (O� � (OO BAR IS ONE INCH ON TanOa? '�O oL ' • . • 0• o• o ORIGINAL . O O O O 0 O O DRAWING., IF NOT ADJUST SCALES ACCORDINGLY INSPECTION PIPE SSSD-620 /14 1 1,2" =1..g,. SHEET X OF Y Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221089, Deb Wockenfuss, 05/18/22 Municipality of Anchorage Development Services Department_: On -Site Water and Wastewater Section 4700 Elmore St. P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.orq/onsite 907 34 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPUANC J' Fj@6 Wocke uss, 05,18 49111 ( ) 3-7904 0®� : KURT D. SAUERS o CE -10280 Soils Log - Percolation Test fESS10 Performed For: Beverly Sims Date Performed: 5/24/21 Legal Description: Lot 7 Block 6 Greenland Sub Township, Range, Section: Depth (Feet 1- OG 2- SW 4- GM 5- GW 6- GW 7- GW 8- GW 9- 10- 11- 12- 13- 14- 15- 16- 17- 18- 19- 20 - Topsoil ;andy soil w/ gravel + si M Gravelly soil w/ sand and silt it Water @ 6 feet U BOH @ 8 feet WAS GROUND WATER impermeable layer ENCOUNTERED? Yes Gross Time s IF YES, AT WHAT DEPTH? 6 ft L Depth to Water After o P Monitoring? 5 ft E Date: 7/3/21 Site Plan Reading Date Gross Time Net Time Depth to Water Net Drop 1 5/25/21 30 30 6 in 1.75 in 2 5/25/21 61 30 6 in 1.5 in 3 5/25/21 92 30 6 in 1.625 in PERCOLATION RATE 10.00 (minutesfinch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 2 FT AND 3 FT COMMENTS Swing ties: NW corner, NE corner. Test hole: 77', 82' We hit buried pert pipe at 91'.7 ' and we hit buried t imps at 82' 69' PERFORMED BY: I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: w w 2 O r M N d M w r W = N U Z Z N (7 Z co Z w CL v O w W 'O U vi N o �t U r o N U U a— N 0 00 C'4 � M r U �- N Z o n_ _ Z J J rn r a. Z N M Cj) 0 C) M O C} d' Lo � O w w q 0 p O O a Z ❑ E M M RS N (n Q U) E fn 3 �_ 0 M �r O N T- U 3 ❑ p �- c� (D CO d ca U N 'L^ V _ N Oq O o ro C L r J 0 W , U tp to (6 O U d al N ar N a� N a� W M M M = m c c c c m a s a s Q E QE E M cn O W 00 r- (O to V M N CD O 1HO13AA A9 2l3NId 1N3OH3d ANTHC 2021 Scattered Sites Anchorage, AK GRAIN SIZE CLASSIFICATION July 2021 107363-001 SHANNON & WILSON, INC. FIG. 1 Geotechnical and Environmental Consultants 1 0 PARCEL 8 DEEDED PARCEL M 330' X 120' BK. 3615, PG. 925 ANCHORAGE R.D. D o M ' NOTE #6 C o PC Al SITE PLAN 1"-20' LA Ln LOT 6 2 LOT 5 Sj NOTE #6 �-�ST � • r.inT� uF l J NOTE #6 I 2 0' ROW x- TP CENTERLINE 20' RIGHT OF WAY— _N89°45'34"E 99.26' - - - - nIH/E_- 459.0' 455.0' W co co o RAISED MOUND 4 I 61.4' LEACH FIELD co 458.0' I 1 .� 1 I c� JI LOT 7, BLOCK 6 PLAT P-268 ANCHORAGE R.D. oo +/- 0.41 AC. o OR 17,877 S.F. co I �o 0 z 16.3' n n� x � NOTE //6 I USER: JEELLORIN PRODUCT: Autodesk Civil 3D 2021 – English FILE: p:\anchorage\aka-21–one\BSims\Survey\ANC–V–XPSURV_BSims.dwg LAYOUT: PLOT_PLAN_SIMS 9] I GREENLAND SUBDIVISION BLOCK 6 LOT 4 PLAT P-268 ANCHORAGE R.D. = QN/ _ _ H F — — OH E— — I I GREENLAND SUBDIVISION BLOCK 6 LOT 9 PLAT P-268 ANCHORAGE R.D. EXISTING WELL 100' RADIUS GREENLAND SUBDIVISION BLOCK 5 LOT 4 PLAT P-268 ANCHORAGE R.D. I PRINTED: 5/3/2022 4:38:53 PM E NOTES I 1. FIELD SURVEY PERFORMED APRIL 7, 2021, 2. ALL DIMENSIONS SHOW ARE US SURVEY FEET. 3. THIS DRAWING REPRESENTS AN AS -BUILT SURVEY OF PLANIMETRIC FEATURES AND GROUND CONDITIONS AS THEY EXISTED ON APRIL 7, 2021. 4. A TITLE REPORT WAS NOT PERFORMED, EASEMENTS OF RECORD OTHER THAN THOSE SHOWN ON THE PLAT OF RECORD MAY EXIST. 5. ADDITIONAL UNDERGROUND UTILITIES MAY EXIST THAT ARE NOT SHOWN ON THIS AS -BUILT SURVEY. 6. STRUCTURE LOCATIONS FROM MUNICIPALITY OF ANCHORAGE RECORD FILE #015-171-19 FOR LOT 6, BLOCK 6; #015-171-20 FOR LOT 5, BLOCK 6 AND - - #015-171-29 FOR LOT 8, BLOCK 6; PLAT P-268. - HORIZONTAL CONTROL STATEMENT THIS PROJECT IS LOCATED ENTIRELY WITHIN THE ALASKA OH1E_ STATE PLANE ZONE (AKSPZ) 4, U.S. SURVEY FOOT COORDINATE SYSTEM. HORIZONTAL CONTROL THE BASIS OF HORIZONTAL CONTROL IS ANTHC POINT #401, A SET MAGNETIC NAIL LOCATED IN THE ASPHALT DRIVEWAY OF LOT 7, BLOCK 6, GREENLAND SUBDIVISION. SAID STATION HAS AN AKSPZ4 US SURVEY FOOT VALUE OF: N: 2600251.597' E: 1676485.793' VERTICAL CONTROL STATEMENT I THE BASIS OF VERTICAL CONTROL IS THE DERIVED NAVD88 ORTHOMETRIC HEIGHT OF ANTHC POINT 401, A SET MAGNETIC NAIL IN THE DRIVEWAY OF LOT 7, BLOCK 6, GREENLAND SUBDIVISION. SAID STATION HAS COMPUTED ORTHOMETRIC HEIGHT OF 464.65'. I I LEGEND Pc FOUND 5/8 REBAR WITH PLASTIC CAP FOUND 5/8 REBAR - - - — PROPERTY LINE I EASEMENT EM ELECTRIC METER E GUY ANCHOR OH/E OVERHEAD POWER LINE POWER POLE co SEPTIC CLEANOUT Ss SEPTIC SEWER SERVICE sT SEPTIC TANK I Q SEPTIC VENT - - - Ws WATER SERVICE w® WATER WELL © GATE POST x FENCE LINE Y N. TREE LINE 800.0' SPOT ELEVATION NATURAL DRAINAGE © NATURAL GAS METER F - UG NATURAL GAS LINE lP TELEPHONE PEDESTAL CERTIFICATE OF SURVEY I HEREBY CERTIFY THAT I HAVE SURVEYED THE FOLLOWING DESCRIBED PROPERTY: LOT 7, BLOCK 6, GREENLAND SUBDIVISION, PLAT P-268, ANCHORAGE RECORDING DISTRICT, ALASKA, FOR THE PURPOSES OF PROVIDING AN MOA COMPLIANT PLOT PLAN. THIS SURVEY IS UNSUITABLE FOR OTHER USES. IT IS THE RESPONSIBILITY OF THE OWNER TO DETERMINE THE EXISTENCE OF ANY EASEMENTS, COVENANTS, OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORD SUBDIVISION PLAT. Division of Environmental Health and Engineering 4500 Diplomacy Drive Anchorage, Alaska 99508 (907) 729-3600 � 0F��q�l •9 00....... ....... .� 00, 00 -,; PAUL USSELL 00 ♦��s, •• LS -14430 Aw / 1 `S` 64 0 1 11 BAR IS ONE INCH ON ORIGINAL DRAWING, IF NOT ADJUST SCALES ACCORDINGLY z 0 U V) w 0 w Q 0 Y PLAN SET: AKA -21 -ANC PROJ MGR: M. LANDON PROJ ENG: K. SAUERS DRUMS ENG: TUSENGR DRAWN BY: SSM SHEET TITLE SURVEY PLOT PLAN V-101 SHEET 55 OF 16 5 OF 16 TOTAL SHEETS Z O H V � � Q W C/) F- 2 LU' -� a��Z OCLuJV 0 Lu W W O C.)F- Z Q m LL Q V � Cl) Lu z 0 U V) w 0 w Q 0 Y PLAN SET: AKA -21 -ANC PROJ MGR: M. LANDON PROJ ENG: K. SAUERS DRUMS ENG: TUSENGR DRAWN BY: SSM SHEET TITLE SURVEY PLOT PLAN V-101 SHEET 55 OF 16 5 OF 16 TOTAL SHEETS 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 9 Day of May of 2022 , by and between Beverly Sims herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY", 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: I. Advanced Wastewater Treatment Systems. The Municipality grants permission to the Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as 2,500 gal steel Septic Tank and Pump Vault, W/ NS750 uanics nua Aeroce recircu a ion io- rea men po located at (legal description) Lot 7, Block 6, Greenland Subdivision 2. Maintenance, Repairs and Alterations. (.'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. �1 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). FIJI 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. 0511812018) Page 1 of 3 1�, 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 b 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' r(signature) Date: (print name) STATE OF ALASKA ) THIRD JUDICIAL DISTRICT ) ss. The foregoing instrument was acknowledged before me this 09 day of 20ZZ, by Beve.i5:.,.., s ZOTAMYUBLICFOR ALASKA My Commission expires: 111,-r 2 3, ZA 2 G MUNICIPALITY: By: (signature) //,"_(print name) (rev. 05/18/2018) EDAVID SANSONE ary Public e of Alaska Expires Mar 23, 2026 Date: Title: Page 3 of 3 Municipality of Anchorage Page of? - 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: SW 0lS 0368 PID Number: Name: SGo -r A O S flY C�, L1- Wastewater System: [3 New pgrade Address: E IIS J ,L gtsfb ABSORPTION FIELD Phone: 20 -TSH6 /�fHo —6939 No. of Brooms: D Deep Trench D Shallow Trench PKBetl Mound Other LEGAL DESCRIPTION Soil Rating: APf�1O TG D CAfSq -TC Total Dep NQtromo=gi2y5� t. Let: Block: /' Subdivision: Depth to pipe bottom Iron original grade: v rgZ Gravel depth beneath pipe – 0.35 £E TO •i PERMIT: AS -BUILT DRAWING PARCEL ID NUMBER: SW9803680368 - 015-171-30 'w• 20' ALLEY It4v. a F•C•O =• 9 4A / TH12 NCW 10' r 36' BOTTOMLESS M72 73 INTERMITTENT SAND FILTER I AND DRAINILD I ITHR1 /'nxaws •gen VCF µwas �� �� CO�•� I I / 962 Do/Lrt MTI �IT4 y71 1 517 . / mranM v ttr O WX .ads am CO JH SHED - ST2 w STI l NEW 1501 CALLON ' S.T.E.P TANK wW€5106AA.LON JI I ti /L) (APPROX LAC.) / / / Z bi I AIR COMPRESSOR IN THE GARAGE I 1n m C) rrx aA P • 99 Q6 w / LLJ V) 1 f M12IrAk A'ALAK)N m; i 100' WELL RADIUS — R1ER rrR.1; O I I 100' WELL RADIUS a (Nomm r v I I a_ 1 j PW0___A Z W .L J �1 EAST 115th AVENUE CrCM JZAa DO" 6 i '1 ; ,11€ !I€i1I111€I€Illl €1111II1' DBL1 9.0 9. DBL2 9.6 30.0 o o" o ST1 29.9 47.0 96n6(AtiieA¢) ST2 37.7 1 51.8 MH 39.8 1 53.2 t70f 7MA MT1 63.2 80.2 "TOM O•AR Wm/wr MT2 94.5 108.1 LM -9460 gEp avw MT2 95.3 110.5 Do"rt7M Lr •'"" 9611 MT4 64.5 83.9 94A6(A�.) ALASKA WATER AND WASTEWATER CONSULTANTS, INC. Q Aoo 7320 E. CHESTER HEIGHTS CIRCLE, ANCHORAGE, AK 89504 PHONE. (907) 337-6179/FAX: (907) 338-3246 �`�•• •.' QQO .LGAL DLSCRIPIION: �a �• • OQ, GREENLAND SUBDIVISION, LOT 7, BLOCK 6, „?,;,,; „ •,,,,,, ,°YD YPL OF WORK: D AS -BUILT OF SEPTIC SYSTEM (BOTTOMLESS, INTERMITTENT SAND FILTER ......• ;•••• fre A. Ccmess. HUAHtu r°"' SCOTT AND SANDY CALL PHONE NUMOtR: QQ Av,• _7953 `J' c/o DYNAMIC PROPERTIES ATTN: BECKIE BROCIES 261-7546/440-6939 JAIL 11/2/98 by; Otnw�vdP ........... 11/2/98 J.L.M. 1 = 40' 2 OF 2 o,,b � r MUNICIPALITY OF ANCHORAGE U Department of Health and Human Servi as I [\�p1 6d On-Slte Services Program ' 1 n n r 625 L Street, Room 502 JucrQ P.O. Box 196650, Anchorage, AK 99519.6 0 (907) 343-4744 ONSITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Sep 17, 1998 Expiration Date: Sep 17, 1999 Permit Number: SW980368 Parcel ID: 015-171-30 Legal Description: GREENLAND BLK 6 LT 7 Design Engineer. 0041 AK Water & Wastewater Consutta Site Address: 004601 115TH AVE E Owner Name: SCOTT & SANDY CALL Lot Size: 17874 SO. FT. Owner Address: 4601 E 115TH AVENUE Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE. AK 99516-1626 This permit Is for the construction of: ✓❑ Disposal Field 0 Septic Tank ❑ Holding Tank ❑ Privy ❑ 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 catling (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 heated to prevent freezing. 5. The following special provisions. THIS PERMIT ISSUED FOR THE CONSTRUCTION OF AN ALTERNATIVE WASTEWATER DISPOSAL SYSTEM. THE ATTACHED PROPERTY OWNER MAINTENANCE AGREEMENT SHALL BECOME A PART OF THIS PERMIT PACKAGE. Received By: 0-1, Y'"Date: O �t-1 _ n n Date: 10-1-5fg Alaska Water & Wastewater Consultants, Inc. 7320 East Chester Heights Circle — Anchorage — Alaska 99504 (907) 337-6179 — Fax (907) 338-3246 Consulting Engineers August 20, 1998 Municipality of Anchorage Department of Health & Human Services Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Sewer Upgrade for Lot 7, Block 6, Greenland Subdivision To whom it may concern: The existing 4 bedroom house is served by an onsite septic system, and a private well. The existing seepage pit and trench is surcharged and must be upgraded. Comments regarding the proposed upgrade are summarized as follows: 1. GENERAL: There are a number of site restrictions which limit the available spots to put the new drainfield. These restrictions are summarized as follows: • The setbacks from the existing drainfields. • The presence of poor soils on the west side of the lot. • The location of the house and shed. • The location of the well. • Anticipated shallow groundwater in the spring. Given these restrictions, there is limited space on the lot to put the new drainfield (a conventional bed); therefore, we are proposing to install a bottomless, Intermittent Sand Filter (ISF). 2. SOILS: On August 13, 1998, two test holes were excavated and percolation tests performed at the area of the proposed septic upgrade. As can be seen from the attached log, the soil below the organic layer is a GW material to a depth 4.5 feet in test hole #1 and a GW/GM material to a depth of 5.5 feet in test hole 42. Below the GW and GW -GM layers the soils transition to a primarily ML layer to a depth of 9.5 feet (bottom of both test holes). No ground water was encountered at the time of excavation. Two percolation tests were performed between 3.0 feet and 3.5 feet in both test holes, and determined to be <1 minute/inch. It should be noted that the lot immediately to the north (Lot 6, Block 6, Greenland S/D) recently had a septic upgrade. Groundwater was encountered at 5.25 feet below grade (6/11/98) at the southeast corner of the lot. Consequently, we are proposing to put the bottom of the ISF a maximum of 2 feet below original grade. S. TRENCH DESIGN: Bottomless Intermittent Sand Filter (ISF) a. Percolation Rate: <1 minutes/inch b. Allowable Application Rate for ISF: 2 gallons/day/ft2 c. Number of Bedrooms: 4 d. Design Flow: 600 gallons per day e. Minimum Absorption Area: 300 ft2 f. Effective Depth below pressure pipes: 2.5+ inches g. Width: 10 feet h. Length: 36 feet. i. Effective absorption area = 360 112 (>300 ft2 OK) j. Air Supply: Thomas Industries, Model 5070, "Anchorage Tank". k. Air Supply Line: "Wasteflow" emitterline, 1/2 inch I.D, "Anchorage Tank". I. Sand Material: Central Paving Products "Winter Road Sand" m. Pea Gravel: 100% passing 3/8" sieve, less than 20% passing the 1/4" sieve, and less than 1% passing the 48 sieve. We are proposing to excavate down to a depth of 2 feet (maximum), place a minimum of 6 inches of sand, install the air supply line, and cover it with 1.5 feet of sand. On top of the sand, we will place 6 inches of 3/8 inch pea gravel, with the pressure laterals midway in the layer. We will use a conventional lift station (Anchorage Tank), equipped with a programmable timer so that flow can be intermittently dosed to the ISF. 4. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system. 5. TOPOGRAPHY: As can be seen on the attached topography site plan, the lot runs from approximately southeast to northwest at a grade of 5-10 percent. In short, there are no slope concerns. 6. MATERIALS AND CONSTRUCTION PRACTICES: The materials used, and the construction practices will comply with DHHS' "Intermittent Sand Filter Design, Installation & Maintenance Manual". The contractor should read this document prior to construction. Copies are available at the Municipal Onsite Services office (5th floor, 9th & L St.). 7. CLOSING: Given the site restriction, I think the ISF is the most viable option for this lot, short of install a Recirculating Upflow Filter, which would be more expensive. I am open to any suggestions from your department, which would be an improvement to the proposed design. I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any quest' pns, please contact me at 337-6179, or 244-9612. Thank you for your assistance. /I P.E M. S. LOT 110, NW 1/4. SECT. 22. T12N. R3W / / LOT 130. NW 1/4. SECT. 22. T12N. R3W im,,jJIM I I EAST 113th AVENUE \, �• ( 1 ml ,SF u � vr/ V{5[F OESiGN.yPiGE �wOf \ i / TH/z# Y LOT 17. BLOCK 3. EX SFS I I RT Y H HOMESTEAD MILLS S/O (APPROxIWiE LOW ON) � LLJ of m I 1100' wll R�US - '.190f LOT 16. BLOCK 3. HOMESTEAD HILLS 5/0 I EAST 115th \ I \ I 1 a ri LOt 15. BLOCK 3, I B n s HOMESTEAD HILLS S/O I ol sy �, 20' ALLEY 2 � I 1 I ALASKA WATER AND WASTEWATER CONSULTANTS, INC. 7320 E CHESTER HOCHTS CIRCLE, ANCHORAGE, AK 99504 PHONE (907) 337-6179/FA7(: (907) 338-3248 1U ALLtT AVENUE .1GAL DLSCRIPHON: GREENLAND SUBDIVISION, LOT 7, BLOCK 6, Q WE OF WORK: SITE PLAN G IRLPARLD FOR, SCOTT AND SANDY CALL HnUNL NUMdL ; c/o DYNAMIC PROPERTIES ATTN: BECKIE BROCIE 261-7546/440-6939 IAIL' 1RAwN tlY: 8/18/98J.L.M. 1 = 100' 1 OF 3 A. 10' SETBACK - FROM SEEPAGE PIT EXISTING TRENCH AND BE USED AS A RESEI 1 10' SETBACK I FROM TRENCH EXISTING SEPI (TO BE ABANDONED 1 w Nw L.L 1 (n 1.75 INCH HOWL UNE SLOPLD BACK 10 / UFT STATION FOR DRAINAGE OF UNE. NO LOW SPOTS WHICH WILL ALLOW WATER TO COLLECT, SHALL CONNECTIONS SFWBE / 7AIRLESS STEEL WITH STAINLESS STEEL BANDS. NO HOSE CLAMPS. 11 -A � TH 2+ / MT6 �MT ITh 11 I I RIS' E SITE WT e _y MT MH CO GO • I SHED / n COMPLETELY) 'CO X O ILLJ -;4- �1 I I L 100' \\ EAST . _ N_ - us 20' ALLEY $ADORE TEST HOLE (6/98) ON NEIGHBORING PROPERTY. GROUNDWATER AT 5.25 FEET. 10 FEET WIDE BY 36 FEET LONG EXCAVATE 2 FEET DEEP MAXIMUM INSTALL 2 FEET OF -WINTER ROAD' SAND (CENTERAL PAVING PRODUCT) AND O!Y5 INCHES OF PEA GRAVEL ABAND BELOW THE PIPE. (SEE MAIL D PROFILE, PACE 3 OF 3) ,2 .5; N PROPOSED 1500 CALLON S.T.E.P. SYSTEM (W(TH DUAL OUTLETS) -APPROXIMATE LOCATION z 1 \ \ INSULATED XR INE (SEE NOTE) \ \ W \ M AIR COR'REIMO OMLL K LOCATED VIT101 THE UTILITY RIOT OR M GN . THE CONTRACTOR SMALL PYWIDE A D -ID PSI MnGN" AT A LOCATION VISCI 4 READILY AIZESSIR.E I" VITMIM 11E FOAL NOM A S PSI SN" WILL NOT VOK THE AR CDPREISOR SHILL K A TOMS /1RILflB "ROM 5oR K 4PPLCD IVY ANDQ TAMIL THE AO LME DML K VL DUI DDA MM O PEED. INIM"T:D VIT/ L! INC" ZCFtQ PVC _vcKrT. T; LDC LMLL SSE SOOILD TORA MDmRN THE COTTRIL PANE. 141 THE STV TAME SHALL K DRTMIED VITH A A=XXIVMAL INDICATOR VITHIN M ITAXTY 003" Q GARAGE NO TME TE: CONTRPLTOR 5 RESPONSIBLE FOR HAVING THE NORTH 115th AVENUE PGEAST RADE AREAPFLAGGED LINE ADJACENT '"RE STTEORED UN sUR�YOR lPR'OR TO CONSTRUCTION. ALASKA WATER AND WASTEWATER CONSULTANTS, INC. 7320 E. CHESTER HEIGHTS CIRCLE, ANCHORACE. AK 99504 PHONE: (907) 337-6179/FAX: (907) 338-3246 .EGAL OLSCRIPIION: GREENLAND SUBDIVISION; LOT 7. BLOCK 6. YPL OF WORK: DESIGN OF SEPTIC SYSTEM UPGRADE (ISF) 'RLPARLD FOR: SCOTT AND SANDY CALL PHONE NUMBER: c/o DYNAMIC PROPERTIES ATTN: BECKIE BROCIES 261-7546/440-69. )AIG: )HAAN or: 2 OF 3 8/18/98 J.L.M. 1 = 30' A. 3/ 4" 171A 5O(. 40 PUC (I`m5. 9tLD5. MD I VPWE5 PER omwKo 10' ><36' BOffOhC.i5515F. IMP= O0T9YOWw U fiiD [iYA1 X)iGRPCE fMK i 1 i i 1 1 i 1 1 i 1 1 \ — — — — — — — w t . — — — — — — — — — – I I/ 4" t7A 5CH 4o PUC �- 4" VA WWOVIZ MAT EPCH DI }1PRC� UNE FW COUR. PE MAMLI WMEN TOP STEP iMK AW MAUfOLD or N=. (t7Rs.l I/ 44 m DIA HOLE5) PLAN VIEW 3/4"PVC LAIEM5(IWA)-7 Mf MR 2' M.N. OF CODER 2.5"+ 2 FEET M.N. OF FLIER ARfora5v PROFILE VIEW ALASKA WATER & WASTEWATER CONSULTANTS, INC. 7320 E. CHESTER HEIGHTS CIRCLE. ANCHORAGE. AK. 99504 PHONE (907) 337-6179 / FAX (907) 336-3246 '-LGAL OLSCRIPHON: GREENLAND SUBDIVISION, LOT 7, BLOCK 6, IYPE OF MONK: BOTTOMLESS SAND FILTER (ISF) DETAIL >RLPARLU FON: SCOTT AND SANDY CALL PHONE NUMBER: c/o DYNAMIC PROPERTIES ATTN: BECKIE BROCIE 261-7546/440-6939 lAlc: Jm*N br: 5✓..c: P�3 OF 3 8/18/98 J.L M. N.T.S. E7cTCjJD A$w* [a4v�-- IaLATION ;rE 1c 0 17953 0 I LOT 130• T12N• R3W LOT 130,\NW 1/4. SECT. 22, 712N, I I vr O N iOp Op n C �Tj ms m� p rn/1 u su 9v Pxoro:e ,1.0 SEPTIC = 17, BLOC Sio 50'PIIOwWiE LOUTK .sr UPQk� ME u ' Y e N vr rn 1SEE rn/1 ,1.0 SEPTIC = 17, BLOC Sio 50'PIIOwWiE LOUTK ME u ' e N gz m. m5 c t Ld �' m2 sa 9u 9v N LS. � m po• WEILLOT HOMEST S MILLS S/D 0 EST 1 5th AV NUE C. J win Win um p O m5 z mj LO 5, BLOCK 3 uW S u r o W •� 9 y nW ~ g" NOME LAD MILLS /D 20' ALL I WA WAS' CON 99soa TANTS, INC. A 7 E. ESTER NEIGNTS CI E: (907) 337-6 ORAE. (907) 33R- 46 • •••••• .... wJ:•�• q�p O _LGAL DE GNII'IION: I �•••••'•.J ENLAN SUBDIV SIGN, L T 7, BLOCK 6, ............................. YPL M WOKE: SITE P N I.Jeffrey.A. 0 ass: O s •. CE -7 3 �Q;� •. ; 'Q�� 'NrP.� FON: SCOT AND SA Y CALLI F•nUNL NUMULN: 261-7546/440-69 o DYNAMIC POPERTIEY ATTN: CKIE BROC s� r WATER Sc WASTEWATER SOIL LOG — PERCOLATION TEST I LEGAL DESCRIPTION: GREENLAND SUBDIVISION; LOT 7, BLOCK 6, PERFORMED FOR: SCOTT AND SANDY CALL DATE PERFORMED: 8/13/98 DOTTtl TEST HOLE #1 ORGANICS 2 DATE SOIL CLASSIFICATIONS DRY 8/14/98 DRY 8/20/98 GW ==i ORG 3 �.. �. GW '• GP 111111! ML — 1 III, IIUI GM CL 4 d ` _— GC :I:I! OL 2 10:52:30 2.5 MIN. SW 71M7MH 60 5 10:53:30 — 6- •• ••• • SP CH I I I I I I + + SM OH -_ —_ 5 10:57 SC 7 9 10 11 13 14 is- 17- 18— Is 6171819 20 COMMENTS: PRIMARILY ML B.O.H. DEPTH TO ROUNDWATER DATE DRY 8/13/98 DRY 8/14/98 DRY 8/20/98 SOAK REOUI ZED 4.• Garness, 7953 o _^o raorosEa sErnc sysTuA UPGRADE 1 0 "2+ " , y.In n422 1 j SIS E 00� 1 I v, i EAST 115th AVENUE j DATE READING CLOCK IME NETTIME (MINUTE) WATER READING (INCHES (INCHES)EL NET 8/14/98 — NO PRI SOAK REOUI ZED — 1 10:50 — 6- _— 2 10:52:30 2.5 MIN. 0" 60 3 10:53:30 — 6- — 4 10:56:30 3 MIN. 0' 6- -_ —_ 5 10:57 6- 6 11:01 4 MIN. 0. 6. —_ —_ 7 11:02 — 6- 8 11:04 4 MIN. 0' 6' PERCOLATION RATE <1 (MINJINCH) PERC. HOLE DIA. 6(INCHES) TEST RUN BETWEEN 3.0 FT. AND 3.5 FT. PERFOMED BY ALASKA WATER do WASTEWATER I; THIS WAS PERFORMED AN ACCORDANCE WITH ALL DATE. DATE '7 `7$ 12,s: ,Is 00 CERTIFY THAT :T ON THIS ALASKA WATER & WASTEWATER CONSULTANTS, INC. 73 PHONE�(907 3361172 0 (907)) 33a-!324694 SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: GREENLAND SUBDMSION: LOT 7, BLOCK 6. PERFORMED FOR: SCOTT AND SANDY CALL DATE PERFORMED: 8/13/98 ( - #2 (teat) TEST HOLE =_=_: 1 ===:ORGANICS 2 = _= SOIL CLASSIFICATIONS GW ORG DRY NET DROP (INCHES) 3— _8/14/98 8/20/98 SOAK REOUI GP I 11111 ML � ' 1 GW -GM r,IIUIGM CL 4 ° I / GC :1:1: OL — °' I ooeo:SW TiTFI MH 5 3 -MIN. I '• �• SP CH 3 +tt SM ,'OH IIIA 6 Sc B.O.H. 10 11 12 13 14 16 17 18 19 PERCOLATION RATE <1 (MIN./INCH) C. HOLE DIA. 60 (INCHES) 20 TEST RLN BETWEEN 3.0 .5 FT. COMMENTS: 7 Pin PERFOMED BY ALASKA WATER do WASTEWATER I, r CERTIFY THAT THIS WAS PERFOR D ACCORDANCE WITH ALL E ICIP EUNES IN EFFECT ON THIS DATE. DATE: DEPTH TO GROUNDWATER DATE DRY 8/13/98 DRY NET DROP (INCHES) DRY _8/14/98 8/20/98 SOAK REOUI ZED A .I....... A.� 'of anal 16� f�--J PROPOSED SEPf1C yy SYSTDI UPGRADE I - I LlIn �;� 100' I1 I oI 111 1 U • I in EAST 115th AVENUE J-«-_-------_— DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 8/14/98 - NO PRI SOAK REOUI ZED 1 11:09:30 6• — 2 11:1230 3 -MIN. 0- 6- 3 11:13 6- — 4 11:17:30 4.5 MIN. 0- 6- -_ —_ 5 11:18 — 6- — 6 11.23 5 MIN. 0- 6- -_ —_ 7 11:23:30 6- 8 11:29 5.5 MIN. 0- 6- -_ —_ 9 11:29:30 — 6- — 10 11:35 5.5 MIN. 0- 6- t(L>J---vIS00 SEP -23-98 HED 04:08 PM Dynamic Properties FAX N0. fpl'N t FIJk. M WATM 8 Wr&T"TO F'FiXE NO. % ;5363246 P. 02 Sep. 17 IM 02'- " P2 PROPERTY OWNM AGREEMM Foli TOE 1 OF AN �< Z �.. • This ate+ dated6 is made bay' en he � of Ancboxa;e Dgwm om of Health and Hwnaa SerYices .P= ft owna(s) of: 1,L 07 RJAO-rL % p TALI arsewol13 made for the POPose of wg=himg an on-site Naatewasar disposal •ysoem on the X16c;t P10P"y' The ptopah MM" s acres to ti}e foilosrim� ' Submit to the MuaiciP&MY of Aocho • on as arcual basic. as (otpeaion and fcotn a few professimul cn�ineer. Tb1s qr. t n s &=t Shan verify that the weer bas WVecoted au effluent aad sat �s.� W alb• and 1bA% any deddenti s have bean repaired, aud tbat dw system is tt;�ouing as desiped. � � I 'ALL (ptinxd.lVame) ebt.A 77 (5ignautfe) �yEi�DltAI�AU- (Ptiatsd Name) _' �- this day of • -( State of • ll on W (j�Cq�t arsonally appeared before *s, `.)COf} �lli'CLtI) .L1 p who is personally lmovn to 9' i1 whose ideacity I proved on the basic of wtwse identity I provta on the back/affirmation o �• a credible witna=a to be t �� , of the above doemout, and be/ah _ :QIOT�y� My cosmis s Pus. acknowledged chac he/she aianed it. 1L qry b ie Sion expires r7 U r4 I C I P (q L- I T - ',r' n F n r4 6 H mow - Fi (3 E • DEPARTMENT 0'r, %AEALTH AND ENVIRONMENTAL F )TELT I ON X17611�/� ' 825 'L' STREET, ANCHORAGE, RK. 99501 264-4720 J OtJ-� I TE -=w R UPGRFiG+E PEFRM I -r (Yi6n Lo PERMIT NO. ( 810448 ) `xcnu AL%�. M APPLICANT DAVID HUDSON 911 W. 73RD LOCATION 117TH AND LIPSCOMB LEGAL L 7 BK 6 GREENLAND TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH 0 LOT SIZE 30000 SQUARE FEET 1�cs �-t3-r MAXIMUM NUMBER. OF BEDROOMS = 4 SOIL RATING CSO FT/BP.)= 330 M f THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: C�EPTH= 11. LEt-JGTH= i C3FZ.n%d'EL- F?EPTH= ^E: THE LENGTH DIMENSION IS THE LENGTH (IFJ FEET) OF THE TRENCH OR DRAINFIELD. THE DEPTH OF A TRENCH OR PIT IS THE DISTRFJCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE EXCAVATION (IFJ FEET). THERE IS F•JO SET WIDTH FOP. TRENCHES. THE GRAVEL DEPTH IS THE MIFJIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE AND THE BOTTOM OF THE EXCAVATION CIM FEET). PERMIT APPLICANT HAS THE RESPOFJSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE NUMBER. OF RESIDENCES THAT THE WELL WILL SERVE. --- TLJO C ;-7* ] I "-<2;F~ECT I IDr-FE3 nF; E REiGeU I RE© --- BACKFILLING OF ANY SYSTEM 5TfHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTRFJCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR R PRIVATE WELL OR 150 TO 200 FEET FROM A PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL. MIFJIMUM DISTRFJCE FROM A PRIVATE WELL TO R PRIVATE SEWER, LIFJE IS 25 FEET AND TO A COMMUNITY SEWER. LIFJE IS 75 FEET. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER, INSTALLATION. PERMIT EXP I RE- OECEMEER 3 3 r I CERTIFY THAT 1: I AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: I WILL INSTALL THE SYSTEM IPJ ACCORDANCE WITH THE CODES. 3: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE RESIDENCE IS P0113DELED T9 INCLUDE MORE THAN 4 BEDROOMS. v SIGNED: rr4 R FL I CRFJ ISSUED BY_�� ID HUDSON , I_W 1Sr+E1 AND WELLS AS SET ENLARGEMENT IF THE 5 V4. 0 I T PERFORMED FOR LEGAL DESCRIPT 1 2 3 4 5 6 7 8 9 10 12 13 14 15 16 17 18 19 20 PERFORMED BY: 72.008 (6/79) 0t 1 f� � SOILS LOG ( MUNICIPALITY OF AI`—..,3RAGE MUNICIPALITY OF ANCH0rAjAGt A FAN pNMEN,AL PROTECTION ,f PERCOLATION DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION TEST 825 L Street, Anchorage, Alaska 99501 N 72Q SOILS LOG — PERCOLATION TEST A- RECEIVED C'dr lJ ,tt Circ—Abvy4^ / DATE PERFORMED: 1' T LSI % 4100/ b C7fMwla.J 1re+/ a/n $o r is Ve-r7 Ma laf Me.0 WAS GROUND WATER �s ENCOUNTERED? IF YES, AT WHAT DEPTH? I Reading Date Gross Time Net Time Depth to Water Vrjk Net Drop 3o y,0 O,40s- 3 )1-09 ,30 a•sg o,�s S— /d 39 ,70 0•v8 0•lo PERCOLATION RATE 4�' 2 p TEST RUN BETWEEN �.ff (,n}C7_ER.�"TI F I ED S 7 No, 2104 PRO FESS 0 Kz.s_ czs 6/O)t,j GW"'ER ANCHORAGE AREA B0f�'UGH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME &' I�A�JY1 — MAILING ADDRESS 416-'5�LAp OAP CG PHONE.?75�-6!'37 LOCATION. L4+. -MWb 40M' _ LEGAL DESCRIPTION L07 7 SP't 4-,, C7hlt//0-0-ey Lt L . SEPTIC TANK: DISTANCE NUMBER oY�` NUMBER OF / FROM WELL PAY' MANUFACTURER -MATERIAL `S�t� L COMPARTMENTS INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH I-IQUID CAPACITY /?,50 GALLONS. SEEPAGE PIT: t NUMBER OF PITS / . DIAMETER -' OR WIDTH /S, LENGTH? DEPTH 19 M� Qlz� _ � / MATERIAL " fIt?!)'— CRIB SIZE: DIAMET �DEPTH� DISTANCE FROM: WELL02!5f- LININGdJ / / TOTAL EFFECTIVE BUILDING FOUNDATION a0 `* NEAREST LOT LINE ?? ABSORPTION AREA (WALL AREA) ADDITIONAL ABSORPTION WELL: fitk4a'7 fitJU% �i/YHt�� TCP�woe_ i2e <stlR. . FT. TYPE p %�U_k CONSTRUCTION /20-11 Flt 612th/'%"' IADEPTH DISTANCE FROM: BUILDIN NEAREST NEAREST SEPTICt SEEPAGE proms FOUNDA ION LOT LINE SEWER LINE TANK SYSTEM /Ov CESSPOOL , OTHER SOURCES APPROVED DISAPPROVED DISTANCES: QS �C ``tlm) INSTALLED BY: Ilu 1l'( zl k-,&t� PIPE MATERIAL: Of f C e T1 th'-y LOT SLOPE: REMARKSAL ift-r. I ahiC -fo Axiit /Gror 20 !t'c/•F:Aci tv. rRhcs, /tCit,2 t"at 4R ([C'-,q'?A Form No. E"31 DIAGRAM OF SYSTEM .�c.R. fJCI'j.v Pr,vr- JOCIcTT aT b M »DU.'Le- tae G.A.A.B. w„ J NAME OF APPLICANT Z_• INSTALLATION LOCATION LEGAL DESCRIPTION L r, - GREATER ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY 5550 "C" STREET 1 ANCHORAGE, ALASKA 99505 TELEPHONE 274.4561 SEWAGE DISPOSAL SYSTEM — APPLICATION AND PERMIT INSTALLATION OF: SEPTIC TANK s,1SCA.) :to.�176 L.9� VK x TYPE AND SIZE OF FACILITY TO BE SERVED %loo f1• n!' �'/'7'v- PERMIT NO. MAILING ADDRESS 41✓� 41/1V OC!K CoUeIPHONE 22. SJ SEEPAGE PIT X DRAIN FIELD OTHER FINANCED THROUGH TO BE INSTALLED BY - �1 i SOIL TEST RESULTS NOTE, THIS PERMIT IS NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTIOf4 BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. /� ove/y 0� i r Ae'-A SEPTIC TANK SIZE/�s� TYPE �" SEEPAGE MINIMUM DISTANCES. REQUIREMENTS FOUNDATION TO SEPTIC TANK ^ I FOUNDATION TO SEEPAGE PIT R O DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL AT, ' SEPTIC TANK " S F . SEEPAGE PIT Cp O , DRAIN FIELD TO NEAREST LOT LINE. WELLTOSEPTICTANK /OO' SEEPAGE PIT DRAIN FIELD ," ALSO CONSIDER AREA WELLS. 1 /O WATER MAIN TO SEPTIC TANK �O .SEEPAGE PIT DRAIN FIELD f SEPTIC TANK, 00 SEEPAGE PIT �0 O DRAIN FIELD TO RIVER. LAKE, STREAM. CAST IRnN INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EACAUAT:nN n F�TO UNDISTURBED SOIL. 4 IIICII 04A EXXR CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. Z;A A.B. R LICE D DESIGNER =A SIZE Dinar S*-�l1'` w 1 CERTIFY THAT 1 AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28.68 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. DAT[ 4al7d APPLICANT'S SIGNATURE FORM N . [O7 MUNICIPALITY OF ANCHORAGE Development Services Department �/ Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I.D. 015-171-30 Expiration Date: 1. GENERAL INFORMATION Complete legal description GREENLAND BLOCK 6, LOT 7 Location (site address) 4601 E 115TH AVENUE, ANCHORAGE, AK 99516 Current property owner(s) MELISSA BROWN Day phone Mailing address Real estate agent 4601 E 115TH AVENUE, ANCHORAGE, AK 99516 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4. TYPE OF WATER SUPPLY: Private Well Water Storage Community Well Public Water System Waiver request for: 4 Day phone TYPE OF WASTEWATER DISPOSAL: ® Private Septic ❑ Holding Tank ❑ ❑ Community ❑ ❑ Public Sewer ❑ Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 55o ( 41 a •5-0 Date of Payment ala$ laoao Receipt Number �` 5f ? a"�-a COSA # oocA O I up ' Waiver Fee $ Date of Payment Receipt Number Waiver # COVID-19 25 a DISCOUNT APPLIED 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below,. I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is (are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. I acknowledge that On -Site staff may visit the site to verify the information submitted. Name of Firm FIRST WATER CONSULTING Phone 907-350-9566 Address 13030 SUES WAY, ANCHORAGE, AK 99516 Engineer's Printed Name CURTIS HUFFMAN, PE Date 4/27/2020 Comments: This investigation was completed in compliance with MOA guidelines, regulations, and best industry practices / methods. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes in land use, local soil characteristics, groundwater levels that may fluctuate during the year, quality of construction (workmanship & materials), the water usage of the family being served by the system and maintenance. The operational life of all well and septic systems are subject to these various and dynamic characteristics and are outside the control of the evaluator of the well and septic system. Therefore, any estimate of how long a system will function satisfactory for current or future occupants or guarantee that no unseen encroachments, deficiencies or discrepancies exist can be given by First Water Consulting & FI�C,S 6. DSD SIGNATURE System #1 Approved for _L� bedrooms System #2 Approved for bedrooms Disapproved Conditional approval for bedrooms, InkP, 4F TH r • • ' Curtis Huffman CE 128991 ,•`4/ .4/27/2020 . • �� r 1,1F" PROFESSIO4� ``�.\\tom-•►" with the following stip `\` 4 \�Y 0Fr(�ti!�/�r� ON-SITE WATER AND R' 1 Original Certificate Date:���p— The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other OW�� Legal Description NORMSMTO »0ilk 1W_1i•I4Qtell] .(:2to] IV] If more than 1 septic system on lot: COSA Checklist # _of A. WELL DATA ❑ Well log is filed with Onsite (or attached) Date drilled PRE 1975 Total depth *67 ft Cased to *67 ft ® Sanitary seal is functioning correctly ® Wires are properly protected Casing height (above ground) 24+ in. Date of flow test for COSA 4/22/2020 Static water level at beginning of test 37 ft. Well production at time of test 4+ gpm Comments *PER MOA DOCS B. TANK DATA Age of tank(s) 21.5 years Tank type/material STEP / STEEL Measured operating fluid level in septic tank *70" ® Standpipes/foundation cleanout per record drawing Date of pumping 4/22/20 D. ABSORPTION FIELD DATA Which system tested (date installed) 10/30/1998 ® ALL standpipes present per record drawing Total measured depth from grade 3.25 ft (max) Measured depth to pipe invert from grade _ft (min) ® N/A — pressurized field ® Monitor tubes go to bottom of effective. If not, state depth into effective Parcel ID: 015-171-30 Structure served by this system Water storage tank volume NA gallons Well disinfected for coliform test? ❑ Yes ® No ® Coliform bacteria is Negative Nitrate 3.89 mg/L ❑ Nitrate less than MRL (ND) Arsenic ug/L ® Arsenic less than MRL (ND) FWES Collected by Date of Sample 4/22/2020 C. LIFT STATION ® Required maintenance completed Age of lift station 21.5 years Lift station material STEEL Comments: See attached maint report & MOA advisory *Float setting. Adequacy test date 4/22/2020 Results E Pass For 4 bedrooms Fluid depth prior to test 0 in Water added 620 gal New depth 3 in Elapsed time 140 min ® Code -required soil cover over field Final fluid depth 0 in ❑ System presoaked Absorption rate 600+ gpd (Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) N date of test) Gallons introduced gallons If yes, enter date Comments/Deficiencies: *Per previous COSA & this inspection older drain field pipes were not visible. F E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100' ® Yes if No Community Sewer Manhole/Cleanout > 100' ® Yes if No ft ® Yes if No Neighboring Tank > 100' ® Yes if No ft Private Sewer/Septic Line > 25' ® Yes if No Absorption Field on Lot > 100' ® Yes if No ft Holding Tank > 100' ® Yes if No Neighboring Absorption Fields > 100' if No ft Animal Containment > 50' ® Yes if No ® Yes if No ft ft If septic tank is under driveway comment below Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' ® Yes if No ft ® Yes if No From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' ® Yes if No ft Surface Water > 100' ® Yes if No Property Line > 5' ® Yes if No ft Wells on Adjacent Lots: ® Yes Absorption Field > 5' ® Yes if No ft Private Wells > 100' ® Yes if No _ Water Main > 10' ® Yes if No ft Community Wells > 200' ® Yes if No _ Water Service Line > 10' ® Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' ® Yes if No ft If absorption field is under driveway comment below Property Line > 10' ® Yes if No _ ft Wells on Adjacent Lots: Water Main > 10' ® Yes if No ft Private Wells > 100' ® Yes if No —ft Water Service Line > 10' ® Yes if No ft Community Wells > 200' ® Yes if No Surface Water > 100' ® Yes if No ft F. ENGINEER'S COMMENTS G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. �®.— �I h •.* .. .... .......... Curtis Huffman �'���•. CE 128991 •�``�� ft ft ft ft ft ft ft ft MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 907-343-7904 On -Site Water and Wastewater Section Fax: 343 -7997 www.muni.org/onsite Septic Tank Advisory Certificate of On -Site Systems Approval #OSC201165 Subdivision: Greenland Blk 6 Lot7 Starting at 20 years of age the MOA issues Advisory's for steel septic tanks. The septic tank for this property is 21.5 years old. Typical replacement costs range from $8,000 to $11,000. This advisory must be attached to all copies of the subject Certificate of On -Site Systems Approval. This is an example of what the metal of a 20 year old steel tank MAY look like. 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 _� of 20_2L) by and between 6j j�.s' ,herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY", 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 Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as �S located at (Legal description) 0 e n /t -t t�.c1 L -7 2. Maintenance, Repairs and Alterations. (Owner is required to read, understand and initial each section) Ak5Throughout 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. ID 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. 11 ja 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 RUM By:(signature) (print name) STATE OF ALASKA ) ss. THIRD JUDICIAL DISTRICT ) The foregoing instrument was acknowledged before me this 20'Lb , by e jc°� cc \ Sc r n S IgOTARY RJB LIC FOR ALASKA My Commission expires: -2o2c- - 31s - MUNICIPALITY: S MUNICIPALITY: (signature) (print name) Date: ) C� day of , Date: 57 to �3o Title: (rev. 05/18/2018) Page 3 of 3 9,,- T997 - P,r), a 9�, 650. «rr � r c o:; • a.^ , its s z s;1 �_ tax � 3 �� Intemritbant DosIng 8 nd t--Iftcr i Maintenance LiO IC, Street Address Prost 0-8b` Legai Desc. __ PID Seplic Tank: -^ _ iri s •f' trn in 3 paired fe no -Pumping completedC�4rho :Mudge, level . _ p g= `. € p Absorplion Field: -Liquid leve incl - iushing valves per approved design no I ; { -All flushing valves pi�r3ud. distribution lines flushed, and flushing valves closed ves i no i Lift station: Pump basket ct �, _d vee ..��-Siotube effluent filter cls tined es no 0 a • i mer float set 'n j ,,,ir)Ghes -High level float setting• inches -Reference point 8D tYe -}pump on ,second,-,-, .PUMP eff�r�¢nutes l •Cumulative lifetime Crcis?- utrnulative run titre - hours -Operafton s,a isfc. M es; rto Air §totem' 9 -Air pump filter elez ed e2els rto -Air pressure PSI i I -Date of est irtst== c rel vat •Air :�ystern operation ssatisfactc riot sa is ac ory j Alam Sjs�= i r -Dedicated elector,.—Circuit p rro -Audible and visual alarm inside dwelling • Ir a# setting E inc h( -Alarm system op^ratiost sfactor� rsa, sari factor r __. — i Corn t7t1tS' j........... . ........... ._...................... ..,..,,........_.......,.............. ,.. ,.,. ,.,,.,.............. ..,........ .............. 1 ........... „ ........... ............................. ............................... ,,............. .....,.,......... ................ ..,..a.. f ............. _111-1 ........ ........ ............ ......... .... ,............ ....,......... .............. ... ........... .........,............. .............. .......,,.,,........................... __ ---------- .__I.,...... .......... .............. ......... l 6 ................. .............. ____ ........................., ................,.......w............................................... i taintenancc F'r ,! da,r Technicia.n Date of maintenance-,_ 1• 1 Company Si netusc Date � r Municipality of Anchorage g ;< On -Site Water & Wastewater Program (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel I.D. 015-171-30 Expiration Date: �3 _3 1. GENERAL INFORMATION c Complete legal description GREENLAND S/D; BLOCK 6, LOT 7 Location (site address) 4601 E. 115TH AVENUE, ANCHORAGE, AK, 99516 Current Property owner(s) JAMES & CHRYSTINE REYNOLDS Day phone Mailing address 4601 E. 115TH AVENUE, ANCHORAGE, AK, 99516 561-3468 Real Estate Agent LAURA HALVERSON W1 REMAX Day phone 230-4891 2. TYPE OF DWELLING: ■ Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class Well Public Water System WaiverNariance request for. 4 Received by: ! COSA to be released to the engineer, unless otherwise requested by the engineer. Date: /�/.7'p/y COSA Fee $ "52--(p Waiver Fee $ Date of Payment 2,i7,q b t,` Date of Payment Receipt Number bbg5' Receipt Number COSA# o5CIL411 Waiver# Distance: TYPE OF WASTEWATER DISPOSAL: ® Individual On-site ■ ❑ Individual Holding tank ❑ ❑ Community On-site ❑ ❑ Public Sewer ❑ Received by: ! COSA to be released to the engineer, unless otherwise requested by the engineer. Date: /�/.7'p/y COSA Fee $ "52--(p Waiver Fee $ Date of Payment 2,i7,q b t,` Date of Payment Receipt Number bbg5' Receipt Number COSA# o5CIL411 Waiver# Distance: 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, 1 verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. 1 further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site watersupply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm GARNESS ENGINEERING GROUP, Ltd. Address 3701 E. TUDOR ROAD, SUITE 101 ` ANCHORAGE, AK, 99507 Engineer's Printed Name Engineer's Comments: JEFFREY A. GARNESS, P.E. In conducting this evaluation, GEG, Lf ). attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines & Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future peAonnance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG, LTD. can therefore not provide any warranty or future estimate of how long the system will cominue to meet the operational requirements of the ADEC a MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any otherperson or party is not authorized, nor will it confer any legal right whatsoever. 6. DSD SIGNATURE t� System #1 Approved for _�_L_ bedrooms. System #2 Approved for bedrooms. Disapproved. 337-6179 Date i L 12If/I y Conditional approval for bedrooms, with the following stipulations: >f %FESSI��J♦ t���•�•� �1lltUtUWill, f Q���(Y OFANCyG J= ON-SITE WATER AND cv� WASTEWATER PROGRAM Original Certificate Date: 12 The Municip0ty'orgh�llorage Develop, emt Services Division (DSD) issues Certificates of Onsite Systems Approval (COSA) based only upon the rep resena ations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTCHMENTS: COSA Checklist Septic System Advisory Well Flow Advisory fRev 1W91191 LI --L Nitrate Advisory Arsenic Advisory Other If more than 1 septic system is on the lot: COSA Checklist # _of_ Structure served by this system Certificate of On -Site Systems Approval Checklist Legal Description: GREENLAND S/D; BLOCK 6, LOT 7 Parcel ID: 015-171-30 A. WELL DATA *PER ALPINE DRILLING INSPECTION, ON FILE W/ MOA. Well type PRIVATE If A, B, or C provide PWSID# N/A Well Log (Y/N) NO Date completed PRE 1975 Sanitary seal (Y/N) YES Wires properly protected (Y/N) YES Total depth *67 ft. Cased to *67 ft. Casing height (above ground) 12+ in. FROM WELL LOG Date of test Static water level ft. Well production g.p.m. WATER SAMPLE RESULTS: AT INSPECTION 12/2/2014 6.26+ g.p.m. Coliform 0 colonies/100 ml. Nitrate 1.18 mg./L. Collected by: GEG, Ltd. Arsenic: ND ug./L. Date of sample: 12/2/2014 B. SEPTIC/HOLDING TANK DATA Tank Type/Material STEP/STEEL Date installed 10/27-30/1998 Tank size 1500 gal. Number of Compartments 2 Cleanouts (Y/N) YES Foundation cleanout (Y/N) YES Depression over tank (Y/N) NO High water alarm (Y/N) YES Date of pumping 12/8/2014 Pumper A+ HOME SERVICES C. ABSORPTION FIELD DATA BELOW EXISTING GRADE, AFTER MT'S WERE PROPERLY SET Date installed 10/27-30/1998 Soil rating .p.d./ r ft%clrm) 2_0 System type BOTTOMLESS ISF Length 36 ft. Width 10 ft. Gravel below pipe 0.35 ft. Total depth *4.1-4.3 ft. Eff. absorption area 360 ft2 Monitoring tube YES Depression over field NO Date of adequacy test **12/2/2014 Results (Pass/Fail) PASS For 4 bedrooms Fluid depth in absorption field before test= in. Water added 940 gal. New depth**DRYin. Elapsed Time: = min. Final fluid depth**DRYin. Absorption rate >= **600+ g,p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE KNOWN If yes, give date **SEE ATTACHED LETTER REGARDING ADEQUACY TEST AND MONITORING TUBE DEPTHS. D. LIFT STATION *SEE ATTACHED MAINTENANCE INSPECTION REPORT. Date installed 10/27-30/1998 Size in gallons 1500 Manhole/Access (Y/N) YES "Pump on" level at *75 in. "Pump off' level at *75 in. High water alarm level at *64 in. Datum TOP OF LID Cycles tested * Meets alarm & circuit requirements? YES E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 100'+ On adjacent lots 100'+ Absorption field on 100'+ On adjacent lots 100'+ Public sewer main N/A Public sewer manhole/cleanout NIA Sewer /septic service line 25'+ Holding tank N/A Animal containment areas 50'+ Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation Water main N/A 5'+ Wells on adjacent lots 100'+ Property line 5'+ Absorption field 51+ Water service line 10'+ Surface water 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main N/A Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS NOTE: PIPES FOR OLD DRAINFIELD COULD NOT BE LOCATED DURING INSPECTION. VIABILITY OF OLD DRAINFIELDS IS UNKNOWN. NOTE: SEE ATTACHED LETTER REGARDING MT REPAIRS AND CLEANING OF PRESSURE LINES, G. ENGINEER'S CERTIFICATION * g 0 I certify that t have determined through field inspections and '•; review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this -;a ; •• • • • ......•••• ............•�' date. ♦ r^G; e A. G rness;I- ♦i: 2� Engineer's Printed Name JEFFREY A. GARNESS �# J+ - —7 3 g t7� � �.... Date 1 �� FOto • (Rev. 10112/12) GARNESS ENGINEERING GROUP, Ltd == = CIVIL & ENVIRONMENTAL ENGINEERS ,.i December 19, 2014 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Road, Anchorage, Ak 99519-6650 REFERENCE: Greenland S/D; Block 6, Lot 7. Adequacy Test Results and Monitoring Tube Depths. To whom it may concern, The septic system on the lot consists of a bottomless intermittent sand filter with an effective depth of 0.35'. Upon our inspection (12/2/2014), the monitoring tubes appear to have been frost jacked and were not at their original depths. Only one monitoring tube (northeast) extended below the invert of the pipe (0.08' below the invert, —I"). Over a period of 180 minutes, we introduced 940 gallons into the drainfield through the STEP tank. Theoretically, there is approximately 75 gallons in the pore space within each inch of the pea gravel layer. Therefore, there is approximately 300 gallons of capacity in the pea gravel below the invert of the pressure line. At no point did any liquid level build up in the northeast monitoring tube and after the pump was shut off, water was not seen or heard backfilling into the tank through the weep hole. Based upon our calculations, the drainfield must have absorbed at least 600 gallons during the adequacy test. Since then, the monitoring tubes have been reset at the correct elevations and the system has had the recommended IDSF maintenance. See attached report. When A+ Home Services exposed the drainfield, a biomat was noted at the south end of it and the north end was found to be clean and dry. It is our understanding that the pressure lines were not being annually flushed. It is assumed that the orifices at the north end were plugged and that flow was being concentrated at the south end of the I.D.S.F., resulting in the formation of the biomat. If you have any questions, please contact us at 337-6179. M.S. 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com I 12/19/2014 17:34 8686770 APLUS PAGE 01 W=IPAiTTV OF AN;MP-A06 • Commvntty Aevelopment Depar�Ment - do-siPF Wow & Wastewater Program P: 907-343-7404 • F: 907-343-7997 • P.O. Box 1%650 Ancharage, AIG 995I9-6650 • http://www.muni,org/bviiding Intermittent Dosing Sand Filter Maintenance Log Owner �1 �1� ho tj f Street Address Vk� le, ns�' Phone Legal Desc. PID Se t'c -Sludge level inches -pumping: required a R4' •Pumping completed e o Absorption Fleldl -Liquid level zrl� inches -Flushing valves per approved designe o -All flushing valves opened, distribution lines flushed, and flushing valves closed es Lift station -Pump basket cleaned e o -Biotube effluent. filter cleaned es n -Timer float setting inches -high level float setting ..inches -Reference point 110.9 0 R i" la�:bt �-1c.unJ -Pump on%� • q —`ids -pump off s n `� 3 3 hours -Cumulative lifetime cycles��� -Cumulative run time -Operation satisfactory es no Air Svsterrt: -Air -Air pump filter cleaned es no pressure ^psi -Date of latest install or rebuild 'f -Air system operation atisfa o o sati cto Alarm Sxatertt.: -Dedicated electrical circuit es no -Audible and visual alarm inside dwelling es no -Float setting inches •Alarm system operation Catisfacto not�atisfandory M91112ten ceovi r: Technician k Lz" e�fS Date of maintenance ��1 r.l�i T Company 4 Vnmp Signature Datej I7 IDSF Matntoname Log_040313.doc ' D Municipality of Anchorage Development Services Department , Building Safety Division On -Site Water 8 Wastewater Program 4700 Bragaw Street P.O. Box 196650 v✓// Anchorage. AK 99519-6650 www.muni.org/onsite (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. Q)G- i11- W COSA# 010M 1. GENERAL INFORMATION Expiration Date: Complete legal description Location (site address) Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address GREENLAND SUBDIVISION, LOT 7. BLOCK 6 4601 E. 115TH AVENUE ' ANCHORAGE. AK 99516 NEAL AND DEANNA FOSSLES Day phone C/O AGENT 4601 E. 115TH AVENUE * ANCHORAGE. AK 99516 Day phone TERESA BELL w/PRUDENTIAL JACK WHITE Day phone 240-2248 3801 CENTERPOINT DR. #200 * ANCHORAGE, AK 99503 Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: Individual Well 0 Individual Water Storage ❑ Community Class Well ❑ Public Water System ❑ TYPE OF WASTEWATER DISPOSAL: Individual On-site E Individual Holding tank ❑ Community On-site ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an Independent professional civil engineer registered in the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues COSAs upon request to homeowners. Certificates of On -Site Systems Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, f verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure Indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage riles and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm GARNESS ENGINEERING GROUP, Ltd. Address 3701 E. TUDOR ROAD, SURE 101 • ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Engineer's Comments: In conducting this evaluation, GEG, LID. attempted to provide a thorough, conscientious engineering analysis of the system In accordance with ADEC and MOA DSD Guidelines 6 Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG, LTD. can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report Is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized, nor will it confer any legal right whatsoever. 5. DSD SIGNATURE Approved for t+ bedrooms. Disapproved. Phone 337-6179 Date P—//V- Conditional approval for bedrooms, with the fllowing stipulations: Attachments: COSA Checklist Septic System Advisory Well Flow Advisory Nitrate Advisory fArsenic Advisory Maintenance Agreements Supplemental Engineer's Reort Other • PROGRAM - By: Original Certificate Date: a— S d (Rev 1INS) Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program ' 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: GREENLAND SUBDIVISION, LOT 7, BLCOK 6 Parcel ID: 015-- /%/ —30 A. WELL DATA *PER ALPINE DRILLING Well type PRIVATE If A. B, or C provide PWSID# N/A Well Log (YIN) NO Date completed PRIOR To 1975 Sanitary seal (YIN) YES Wires properly protected (YIN) YES Total depth '67 ft. Cased to '67 ft. Casing height (above ground) 12+ in. FROM WELL LOG AT INSPECTION Date of test 1/30/2008 Static water level ft. 25 K. Well production g.p.m. 2.8 g.p.m. WATER SAMPLE RESULTS: q, Coliform o colonies/100 ml. Nitrate,, r r mg./L Other bacteria 0 colonies/100 ml. Arsenic: /10 ugJL. Date of sample: 1/30/2008 Collected by: GEG Ltd. B. SEPTIC/HOLDING TANK DATA Tank Type/Material SEPTIC/STEEL Date installed 10/28-30/1998 Tank size 1500 gal. Number of Compartments 2 Cleanouts (YIN) YES Foundation cleanout (YIN) YES Depression over tank (YIN) NO High water alarm (YIN) YES Date of pumping 5/2007 Pumper ISAAC'S PUMPING C. ABSORPTION FIELD DATA E Ow EXISTING GRA—D-El BOTTOMLESS INTERMITTENT Date installed 10/28-30/08 Soil rating .p.d./ or ft'/bdrm) 2_0 ! System type SAND FILTER Length 336 ft. Width 10 ft. Gravel below pipe 0.35 ft, Total depth 3.83 ft. Eff. absorption area 360 ft' Monitoring tube YES Depression over field NO Date of adequacy test 1/30/2008 Results (Pass/Fail) PASS For 4 bedrooms Fluid depth in absorption field before test DRY in. Water added 730 gal. New depth DRY in. Elapsed Time: 0 min. Final fluid depth DRY in. Absorption rate >= 600+ g.p.d. Any rejuvenation treatment (past 12 mo.) (YIN & type) NONE KNOWN If yes, give date - NOTE: PIPES FOR OLD DRIANFIELDS NOTE LOCATED D. LIFT STATION Date installed 10/27-30/99 Size in gallons 1500 Manhole/Access (Y/N) YES "Pump on" level at TIMER In. "Pump off" level at TIMER in. High water alarm level at 46 Datum BOTTOM OF TANK Cycles tested 3 Meets alarm & circuit requirements? YES E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 100'+ Absorption field on lot 100'+ Public sewer main N/A Sewer /septic service line 25'+ On adjacent lots 100'+ On adjacent lots 100'+ Public sewer manhole/cleanout N/A Holding tank N/A Animal containment areas 50'+ Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main N/A Water service line 101+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 101+ Building foundation 10'+ Water main N/A Water service line t0$+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS THE AIR PUMP LEVEL FOR THE ISF READ 4.5 PSI ON —P(pr, S r -r,2 v�D D2Oi, 'r i6•0S CYL rvo, G. ENGINEER'S CERTIFICATION i certify that / have determined through field inspections and p e':' '+ ' f"N n review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. e e A. Go ss:' Engineers Printed Name JEFFREY A. GARNESS QQ �, E�l79 3 ei 2 $ y ZI"7'0�6�q��a Date lDOn P�oressio�000 COSA Fee S Uy (D Waiver Fee $ Date of Payment (� s �� Date of Payment Receipt Number 6 �i SS Receipt Number (Rev. 11105) 0 0 30. t -�._.Zc•. f1LLeY — —1--- S89S3'20Ile 0 m 99.37 IV, 1O�- SB )'53'.20• E '_ m a EASEMENTS OF RECORD, OTHER THAN THOSE SHOWN ON THE RECORDED PLAT, ARE NOT SHOWN HEREON. "ASBUILT" No corners set Ayrd/ M a vno THE INFORMATION HEREON IS FOR THE USE OF LENDING INSTITUTIONS SPECIFICALLY TO SHOW' ANY CONFLICTS BETWEEN EXISTING STRUCTURES AND PLATTED LOT LINES OR EASEMENTS AND IS NOT TO BE USED FOR POSITIONING ADDITIONAL STRUCTURES OR FENCELINES. Book .--P9 sits 1 hereby certity that I have surveyed the following described property, Lot 1 Block 6 aREFlJLAI-ID 5VBD. Anchorage recording district Alaska, and that the Improvements situated thereon are within the property lines and do not overlap or encroach on the property lying adjacent thereto, that no improvements on property lying adjacent thereto encroach on the premises In question and that there ere no roadways, transmission lines or other visible easements on said property except as Indicated hereon. Il Anchorege, Alaska OF J�P•..••......••gs PO*400 000 GJ . 149E •� * SIA i r• Nanta Hildonee / t� ��'•e No. 17083 �; •'� 99.?6 ' C I Ih� 4 NN -O .o SHrp �� Sf/.�! i7 Q m /So , 70.0 . /lrrtt sNcp 1 98.1 A V ir. 2— ^j jl ffSTo {HOOv d N ._ 0 m 99.37 IV, 1O�- SB )'53'.20• E '_ m a EASEMENTS OF RECORD, OTHER THAN THOSE SHOWN ON THE RECORDED PLAT, ARE NOT SHOWN HEREON. "ASBUILT" No corners set Ayrd/ M a vno THE INFORMATION HEREON IS FOR THE USE OF LENDING INSTITUTIONS SPECIFICALLY TO SHOW' ANY CONFLICTS BETWEEN EXISTING STRUCTURES AND PLATTED LOT LINES OR EASEMENTS AND IS NOT TO BE USED FOR POSITIONING ADDITIONAL STRUCTURES OR FENCELINES. Book .--P9 sits 1 hereby certity that I have surveyed the following described property, Lot 1 Block 6 aREFlJLAI-ID 5VBD. Anchorage recording district Alaska, and that the Improvements situated thereon are within the property lines and do not overlap or encroach on the property lying adjacent thereto, that no improvements on property lying adjacent thereto encroach on the premises In question and that there ere no roadways, transmission lines or other visible easements on said property except as Indicated hereon. Il Anchorege, Alaska OF J�P•..••......••gs PO*400 000 GJ . 149E •� * SIA i r• Nanta Hildonee / t� ��'•e No. 17083 �; •'� Municipality of Anchorage bevelopmOt Services Department Building Safety Division Onsite Water 6 Wastewater Program 4700 South Bragaw SL P.O. Box 196650 Anchorage, AK 99516-6650 www.ci.anchorage.sk us (907) 343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcell.D. HAA# r)fS i( "fin 1. GENERAL INFORMATION ExpirationDate:�J-7ja=5 Complete legal description GREENLAND SUBDMSION: LOT 7. BLOCK 6. Location (site address or directions) 4601 EAST 115 • ANCHORAGE. AK. 99516 Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address MICHAEL MAY C/o AGENT Day phone 4601 EAST 115 • ANCHORAGE. AK. 99516 Day phone SHARI BOYD w/ PRUDENTIAL JACK WHiTE Day phone 762-5863 3801 CENTERPOINT DRNE, SUiTE 200 • ANCHORAGE, AK. 99503 Unless otherwise requested, HAA will be held by DSD forpickup. 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Individual On-site Individual Water Storage ❑ Individual Holding tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 4 by an Independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also Issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of Issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineers work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my Investigation, based on procedures outlined In the Health A uthority Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is(are) safe, functional and adequate for the number of bedrooms and type of structure Indicated herein. I further verify that based on the Information obtained from the Municipality of Anchorage riles and from my Investigation and Inspection, the on-site water supply and/or wastewater disposal system Is(are) In compliance with all applicable Municipal and State codes, ordinances, and regulations In effect at the time of installation. Name of Finn GARNESS ENGINEERING GROUP, Ltd. Phone 337-6179 Address 3701 E. TUDOR ROAD, SURE 101 " ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. CARNE SS, P.E. Date 2 l/ os Engineer's Comments: In conducting this evaluation, GEG, Ltd. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines d Regulations. The reported results described the performance of the system under the conditions encountered at the time of the lest, and separation distances measured to readily identifiable features. The operational lite of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Sattsfectovy test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. CEO, Ltd. can therefore not provide any warranty orfuture estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any otherperson orpartyIs not authorized, nor will If confer any legal right whatsoever. 5. DSD SIGNATURE _vl� Approved for A- bedrooms. Disapproved. Conditional approval for bedrooms, with the z • '(ERP ER W eapG�' JJJ Q ••..•..• V'. Attachments: ��JJJJJJIIIIIl��� HAA Checklist Maintenance Agreements Septic System Advisory Supplemental Engineer's Report Well Flow Advisory Other By4i �]Gt . `^ �t -Q Original Certificate Date: (ar. 12101) Municipality of bncfiora'& Development Services Department Building Safety Division Onsite Water & Wastewater Program 4700 South Bragaw SL P.O. Box 196650 Anchorage, AK 99519650 www.ci.anchorage.ak.us (907) 343-7904 risnb.l CERTIFICATE OF HEALTH AUTHORITY APPROVAL 4I FOR A SINGLE FAMILY DWELLING Parcell.D. r/IHAA# U5lJl1 1. GENERAL INFORMATION Expiration Date: Complete legal description GREENLAND SUBDMSION: LOT 7. BLOCK 6. Location (site address or directions) 4601 EAST 115 + ANCHORAGE. AK. 99516 Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address MICHAEL MAY c/o AGENT • Day phone 4601 EAST 115 • ANCHORAGE. AK. 99516 Day phone SHARI BOYD w/ PRUDENTIAL JACK WHiTE Day phone 762-5863 3801 CENTERPOINT DRIVE, SUiTE 200 • ANCHORAGE, AK. 99503 Unless otherwise requested, HAA will be heli by DSD for pi kup. 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: Individual Well 0 Individual Water Storage ❑ Community Class Well ❑ Public Water System ❑ TYPE OF WASTEWATER DISPOSAL: Individual On-site 0 Individual Holding tank ❑ Community On-site ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 4 by an Independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also Issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of Issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as otthe validation date shown below, I verify that my Investigation, based on procedures outlined in the Health Authority Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system Is(are) safe, functional and adequate for the number of bedrooms and type of structure Indicated herein. I further verify that based on the Information obtained from the Municipality of Anchorage files and from my investigation and Inspection, the on-site water supply and/or wastewater disposal system Is(are) In compliance with all applicable Municipal and State codes, ordinances, and regulations In effect at the time of Installation. Name of Firm CARNESS ENGINEERING GROUP, Ltd. Phone 337-6179 Address 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Engineers Comments: In conducting this evaluation, GEG, Ltd. attempted to provide a thorough, conscientious engineering analysis of the system to accordance with ADEC and MOA DSD Guidelines 6 Regulations. The reported msuhs described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily Identifiable features. The operational life of all wells and septic systems depend on the local so17s condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG, Ltd. can therefore not provide any warranly or future estimate of how long the system will continue to meet the operational requirements of the ADEC crMOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any otherperson or party Is not authorized, nor will it confer any legal right whatsoever: 5. DSD SIGNATURE Approved for bedrooms. Date 5 - Disapproved. Disapproved. ttttt(IIIf(/f///� .__1L Conditional approval for ,q_ bedrooms, with the follow `�l 1tC�,ri,� At the time of closing, the new property owner shall Q �Q ,•' O,. sign the attached maintenance agreement which shall ��\V: • y' be returned to this office before an unconditional `J -T UN--SIIr-.6); s ` approval is issued. Conditional approval expires �-x• WATER AND February 28, 2005. WAS PROGRAM _ Attachments: %���//i► j r��„ HAA Checklist Maintenance Agreements tY Septic System Advisory Supplemental Engineers Report Well Flow Advisory Other BYA , OL — acwOriginal Certificate Date: tar.1xo11 Municipality of Anchorage • Development Services Department Bunding Safety Division On -Site Water 6 Wastewater Program 4700 South Bragew SL P.O. Box 1OW50 Anchorage, AK 99519.6850 www.dAnchorsge.ak.us (907) 3437904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: GREENLAND SUBDIVISION: LOT 7. BLOCK 6 Parcel ID: 015-171-30 A. WELL DATA *PER ALPINE DRILLING "TEST DATA LESS THAN 2 YEARS OLD. Well type RWAh If A. B, or C provide PWSIDN N/A Well Log (YM) NO Date completed PRIOR TO 1975 Sanitary seal (Y/N) YES Total depth *87 ft. Cased to *67 ft. FROM WELL LOG Date of test Static water levelft. Well production g.p.m. WATER SAMPLE RESULTS: Conform 0 colonies/1Do ml. Nitrate 2.58 mgA. Wires property protected (YM) YES Casing height (above ground) 12+ in. AT INSPECTION **6/10/2003 28 ft. 4.0 g.p.m. Other bacteria 0 colonies/100 ml. Arsenio: N/A mg1L. Date of sample: 1/13/2005 Collected by: GEG. LtD. B. SEPTIC(HOLDING TANK DATA Tank Type/Material STEEL Date Installed 10/98 Tank size 1500 gal. Number of Compartments 2 Cieanouts (YM) YES Foundation cleanout (YM)Ya Depression over tank (YM) NO High water alarm (YM) YES Date of pumping 1/21/2005 Pumper ANCHORAGE CESSPOOL C. ABSORPTION FIELD DATA P98,0W ExisnNo OFUM BOTTOMLESS INTERMITTENT Date installed 10/28-30/1998 Soil rating .p.d r ft'/bdnn) 2_0 System type SAND FILTER Length 36 ft. Width 10 ft. Gravel below pipe .35 ft. Total depth 2.9*+ ft. Eff. absorption area 380 ft' Monitoring tube YES Depression over field NO Date of adequacy test 0*6/10/2003 Results (Pass/Fall) PASS For 4 bedrooms Fluid depth in absorption field before test DRY in. Water added 894 gal. New depth DRY in. Elapsed Time: N A min. Final fluid depth DRY In. Absorption rate >: 600+ g.p.d. Any rejuvenation treatment (past 12 mo.) (YM S type) NONE KNOWN If yes, give date — **SEPTIC TESTED LESS THAN TWO YEARS AGO. ISF WAS DRY ON 1/13/2005. D. LIFT STATION a Date installed 10/27-30/199xSize in gallons 1500 Manhole/Access (V/N) YES TIMER ACTIVATED TIMER ACTIVATED "Pump on" level at _in. 'Pump ofP level at _in. High water alarm level at 46 in. Datum BOTTOM OF TANK Cycles tested 3+ Meets alarm & circuit requirements?YES E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankA(R station on lot 105'+ Absorption field on lot 1301+ Public sewer main N/A On adjacent lots 100'+ On adjacent lots 100'+ Public sewer manhole/deanout N/A Sewer /septic service line 25'+ Holding tank 75'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main N/A Water service line 10'+ Surface water 1001+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line to, Building foundation 10'+ Water main N/A Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 50'+ Curtain drain NONE KNOWN Wells on adjacent kits 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that i have determined through field inspections and V.- 4 / ?t review of Municipal records that the above systems are in '""' oonformance with MOA HAA guidelines in effect on this date. Engineers Printed Na JEFFREY A. GARNESS CE -797 1 f o Date I 12+ ..CE a • P�ofuebo� HAA Fee E u'= Date of Payment ) L`1lbcl Receipt Number (Rev. 12/01) Waiver Fee $ Date of Payment Receipt Number 301 j� ie ILI tQ 0IZ U � IV I� J 30' 0 m T 1 4LLey — --1--- S6953'20"'C ' 9 9. 26 ie exp C SQA. b SNrp q� C t► e A�nLJ n• C lIra n12' Drtro, 70.0 a r1��r s.1ca e C j3e.2 a C I 2- $To 4Y s f ' ou oute ro 589'53' 20' E EASEMENTS OF RECORD, OTHER THAN THOSE SHOWN ON THE RECORDED PLAT, ARE NOT SHOWN HEREON, "ASSUILT" No corners set wet Ayvd/ M a i.5 THE INFORMATION HEREON IS FOR THE USE OF LENDING INSTITUTIONS SPECIFICALLY TO SHOW' ANY CONFLICTS BETWEEN EXISTING STRUCTURES AND PLATTED LOT LINES OR EASEMENTS AND IS NOT TO BE USED FOR POSITIONING ADDITIONAL STRUCTURES OR FENCEUNES. Book pg r/cE • I hereby certify that 1 have surveyed the following described property, Lot ._L Block 16p -(E•• O •,q qs �. (t 2t•EAJ L A r! D 50 SP • Anchorage recording district Alaska, and that the ��•, • •••':9 �I improvements situated thereon ere within the property lines and do not overlap or encroach on R +49 L •' * �� the property lying adjacent thereto, that no Improvements on properly lying adjacent thereto e'• • �••••••• •••••••••••••••�•• • y encroach on the premises in question and that there are no roadways, transmission lines or other... / ...�.....`...... visible easements on said property except as Indicated hereon. �� sc 2 frenit Hildooen No. 13083 ' iAnchors Anchorage. l!o APR- /999 �1,,Hd/tSS10NAl`'�+� g rrFr•car/a/c1) 22 ./c/LY 2nn2 Municipality of Anchorage • Development Services Department. Building Safety Division . • +. On -Site Water & Wastewater Program 4700 South Bragaw SL P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 015-171-30 HAA# O 1. GENERAL INFORMATION Expiration Date: 1 — / 9 — O Complete legal description LOT 7• BLOCK 6: GREENLAND SUBDIVISION Community Class Well ❑ Public Water System Location (site address or directions) 4601 E. 115th AVENUE, ANCHORAGE, AK Current Property owner(s) JIM ROSE Day phone 344-203 Mailing address 4601 E 115 ST. ANCHORAGE AK, 99516 Lending agency Day phone Mailing address Real Estate Agent F.S.B.O Day phone Mailing address Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: Individual Well 0 Individual Water Storage ❑ Community Class Well ❑ Public Water System ❑ TYPE OF WASTEWATER DISPOSAL: Individual On-site 0 Individual Holding tank ❑ Community On-site ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my Investigation, based on procedures outlined in the Health Authority Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is(are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage riles and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm ALASKA WATER do WASTEWATER CONSULTANTS, INC. Address 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Engineer's Comments: In conducting this evaluation, AKWWC, Inc. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSO Guidelines & Regulations. The reported results described the performance of the system under the conditions encountered at the time ofthe test, and separation distances measured to readily Identifiable features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. AKW WC, Inc. can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report Is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized, nor will it confer any legal right whatsoever. 5: DSD SIGNATURE Approved for bedrooms. Disapproved. Phone 337-6179 Date 6& 03 R Conditional approval for 4 bedrooms, with the flowing stipulations: At the time of title transfer, the new property owner shall slen the ntranhpd maintenance agreement which shall be returned to thin office h f unconditional approval will be issued Attachments: HAA Checklist Septic System Advisory Well Flow Advisory Manitenance Agreements Supplemental Engineers Reort Other By: _ w, Original Certificate Date: (o (Rw. lwn Municipality of Anchorage Development Services Department BdkMg Safety Division On -Site Water b Wastewater Program 4700 South Bragaw, SL P.O. Box 196650 Anchorage, AK 99319.6650 www.d.snehorage.ak.us (907) 9437904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: GREENLAND SUBDIVISION: LOT 7. BLACK 6 Parcel ID: 015-171-30 A. WELL DATA *PER ALPINE DRILLING Well type PRUME if A, B, or C provide PWSID# NIA Date completed PRIOR TO 1973 Sanitary seat (YIN) YES Total depth 067' ft. Cased to •67' ft. FROM WELL LOG Date of test Static water level ft Well production 9•P•m• WATER SAMPLE RESULTS: Coliform 0_ colonies/100 ml. Nitrate a.SB mgJL. Well Log (YM) ---A — Wires properly protected (YM) YES Casing height (above ground) 12'+ in. AT INSPECTION 6/10/2003 28 ft. 4.0 g.p.m. Other bacteria _,ff__colontes1100 ml. Arsenic: N/A mg./L. Date of sample: 6/10/2003 Collected by: AKWWC, INC. B. SEPTIClHOLDING TANK DATA Tank Type/Matertal STEEL Date installed 10/98 Tank size 1500 gal. Number of Compartments 2 Cleanouts (Y/N) YES Foundation cleanout (YM) YES Depression over tank (YM) NO High water alarm (Y/N) YES Date of pumping 7/30/02 Pumper A+ HOME SERVICES c. ABSORPTION FIELD DATA BOTTOMLESS INTERMITTENT Date installed 10/28-so/1998 Solt rating .p.d. ft%drn) 2_0 System type SAND FILTER Length 36 ft. Width 10 ft. Gravel below pipe .35 ft. Total depth 2.9'+ ft. Elf. absorption area 360 fe Monitoring tube YES Depression over field NO Date of adequacy test 10/2003 Results (Pase/Fail) PASS For 4 bedrooms Fluid depth in absorption field before best U In. Water added 894 gal. New depth DRY in. Elapsed Time: N/A min. Final fluid depth DRY in. Absorption rate >- 600+ g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE KNOWN If yes, give date - D. LIFT STATION Date installedl0/27-30/1999SIze in gallons 1500 Manhole/Acoess (Y/N) YES TIMER ACTIVATED TIMER ACTIVATED "Pump on' level at _in. "Pump ofr level at _in. High water alarm level at 46 in. q Datum BOTTOM OF TANK Cycles tested 3+ Meets alarm & circuit requirements? YES E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 105'+ On adjacent lots 100'+ Absorption field on lot 130'+ On adjacent lots 100'+ Public sewer main N/A Public sewer manhole/cleanout N/A Sewer /septic service line 25'+ Holding tank 75'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main N/A Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10' Building foundation 10'+ Water main N/A Water service line 10'+ Surface water 1001+ Driveway, parking/vehicle storage 50'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS Afo& Go.n/A1F1f&?- FWs Oma" 1. S t2S, oo iT . f4-0. LJ a.-rS-s.s r's;. tis Tv G. ENGINEER'S CERTIFICATION X7°'0'- F... -Mu • de OF. I certify that I have determined through field inspections and # ;' 4 review of Municipal records that the above systems are in ""' ..• .. • • • . • • • • • • . coMormance with MOA HAA guidelines in effect on this date. . . . ... . . ..... .......... Engineer's Pri ted Name JEFFREY A GARNESS y mess. /p" —7953 Date b /i3 03 ..... MEMNON HAA Fee $ _ 375,00 Waiver Fee $ Date of Payment (0-16-alGDate of Payment Receipt Number-�Q��f� i Receipt Number (Rw. 12101) vi 30. 30' I ...:/. , EASEMENTS OF RECORD. OTHER THAN THOSE SHOWN OH THE RECORDED PLAT. ARE NOT SHOWN HEREON. "ASBUILT" No comers set :.a In Q p THE INFOiWAnON HEREON IS FOR THE USE OF LENDING INSTMMONS SPECIFICALLY TO SHOW ANy CONR=S SETWEEN EXISTING STRUCTURES ANO PLATTED LOT LINES OR EASEMENTS AND 13 NOT TO BE USED FOR POSITIOWNG ADDITIONAL STRUCTUt:ES OA FENCETJNES. • I,hereby OertUy IMt 1 neve StrrveYed the Wowing de•CBNd PrOP". Lot—t_Blook 4� t,et604tdND 3UDD. Anchorage r*oerdine diWal Alma. and that the imp "menta attuetad *Wean ae erlgdrt the Property tMa and de na OMW Or wlcoah on tit prop•ny tong sAaeeM 1Mrato. gnat n0 hiprdwnsr" on Property"FAD" "do encroach On the Prernleee In quueon"IMI tMn are rW roadMrye. tran"W"an Wws or PONT MOW* eae•menH on UW property MW IS Nn IW&d h"*OrL Anchorepe. AWks /G APR • J999 . Book P9 raj he"Ia ka6p .a Ne. 1�Oe3 ,'�ft7brnrht a 10/10 MVd 3508 EBZTPVE106 £S:ET E00Z/60/90 / 0 t 4 tow) QI U O Itis LP.! r 4 r ar r.e8 oSNfP T, 'CAL., tlt P MIA Q Q til N 7o.e ie Pet • mi 2 t ff701Lr I ...:/. , EASEMENTS OF RECORD. OTHER THAN THOSE SHOWN OH THE RECORDED PLAT. ARE NOT SHOWN HEREON. "ASBUILT" No comers set :.a In Q p THE INFOiWAnON HEREON IS FOR THE USE OF LENDING INSTMMONS SPECIFICALLY TO SHOW ANy CONR=S SETWEEN EXISTING STRUCTURES ANO PLATTED LOT LINES OR EASEMENTS AND 13 NOT TO BE USED FOR POSITIOWNG ADDITIONAL STRUCTUt:ES OA FENCETJNES. • I,hereby OertUy IMt 1 neve StrrveYed the Wowing de•CBNd PrOP". Lot—t_Blook 4� t,et604tdND 3UDD. Anchorage r*oerdine diWal Alma. and that the imp "menta attuetad *Wean ae erlgdrt the Property tMa and de na OMW Or wlcoah on tit prop•ny tong sAaeeM 1Mrato. gnat n0 hiprdwnsr" on Property"FAD" "do encroach On the Prernleee In quueon"IMI tMn are rW roadMrye. tran"W"an Wws or PONT MOW* eae•menH on UW property MW IS Nn IW&d h"*OrL Anchorepe. AWks /G APR • J999 . Book P9 raj he"Ia ka6p .a Ne. 1�Oe3 ,'�ft7brnrht a 10/10 MVd 3508 EBZTPVE106 £S:ET E00Z/60/90 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH 6 HUMAN SERVICES Division of Environmental Services On -Site ServicesSection P.O. Box 196650Anchorage, Alaska 99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. # 015-171-30 1. GENERAL INFORMATION HAA p _� Complete legal description -- Tint 7 • Block A- GrppnlAnA a bda i ion %• Location (site address or directions) 4601 E. 115th Avenue Anchora a AK Propertyowner _se%ntt R Sandy call Dayphone (�q�JRJJJ-2089 _ Mailing address 812 Mpadnwl ark T anF, Ot-hpl In GIA 99144 Lending agency Day phone Mailing address Agent- n-ckip procipe/Dynamic Properties Day phone 261-7546 Address Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY. Individual well XX 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 XX 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. man m«.1/917 r,e f MOA421 S. 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. G Name of Firm ALASKA WATER & WASTEWATER Phone MRSULTAM i Address 8901 DFRARR ROAD. airrE 26 ANCHORAGE, ALASKA 99504 Engineer's signature Date Alaska Water & Wastewater Consultants, I= Shall be PAID $mss—, or prior to, closing for the Enainocriny 3crvicna Brpvl" 6. DHHS JSIGNATURE Approved for }au2 ' bedrooms. M Disapproved. Conditional approval for bedrooms, with the following stipulations: Additional Comments • The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions In order to satisfy certain federal and state requirements. Employees of DHHS do not conduct Inspections or analyze data before a certificate Is Issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. M=(A •.wi) B&* Mw.x+ Municipa ity of Anchorage DEPARTMENT OF HIEALTH & HUMAN SERVICESR E C E I V E LA Environmental Services Division 825 L Street, Room 502 - Anchorage, Alaska 99501 - (907) 3U47U 1999 . , MUNIGPAUTY OF ANCHORAGE Health Approval Checklist ENvaRo1w"AL3MK13OtvISION oAuthority Legal Description: _ Lal % L� Nock 6 leen 42,r i �D Parcel I.D.: A. WELL DATA Well type Pft1J tkrt If A, B, or C, attach ADEC letter. ADEC water system number r4 A Log present me IJV Date completed k6e. To 4 Total depth X71 Cased to 4, ii7 r Casing height (above ground) t Z u t ,A1 Sanitary seal (DN) _ yE S Wires properly protected ®N) YEA e •ir. �1�rGftw 6V rN.hae ORlur►i� 1.J � Igb9° , FROM WELL LOG AT INSPECTION Date of test -7 /3o19E Q \,p Static water level y S51 j 1 Well production g.p.m. -7 g.p.rn, a r WATER SAMPLE RESULTS: M o �O Coliform OJ Nitrate 2.%t ma/L- Other bacteria �S Co r Date of sample: 3 91 Collected by: A. ul o c. l w cC ppert . - _ . B. SEPTICJHOLDINGI TANK DATA Date installed Tank size ISoo Number of Compartments Z CleanoutsQM) YRS i Foundationcleanout (QYN) YEs) Depression (Y40 "Jo High water alarm (DN) JeS ►� i G° 4� ! Data of Pumping r' Pumper NIZ C. ABSORPTION FlgLD DATA •Bettsw�iss ,- �nJ DateinstalleQ- o 1-3o r.tn,awrrtdr* Soil rating p.d or qu9Arm) Z •Of ` yysstem type sAan F,�Te� 3 w Length 3j Width 10 Gravel thickness below pipe 4.'Z%%± Total depth 4A -5.1' r Effective absorption area 360 0 Monitoring Tube present (0jNl) Depression over field (Yd) ►SO Data of adequacy test M Gtr1 Results (Pass/Fall) For Lf bedrooms Fluid depth In absorption field before test (in.); Immediately after= gal. water added (in.): Fluid depth " — (ins) Minutes later: Absorption rate = c'p.d. Peroadde treatment (past 12 months) (Y/N) If yes, give date 72-026 (Rev. WWI' D. LIFT STATION Date installedIo�L? - 3���'1 Size in gallons 1900 * Tr ma tx 'f6 Ana. Manhole/Access (!VN) kr "Pump on" level at' Aenvi a "Pump off' level at' A<*wA^O p High water alarm level at' 4i: 'Datum Sern,n IF TANK Cycles tested Wet -i E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septir/hekling tank on lot 10Ott On adjacent lots 1001t ' Absorption field on lot II 30 t On adjacent lots I oo t + Public sewer main tj !, Public sewer manhole/cleanout a Sewer /septic service line 'ZS t fLift station 1051.1- SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: 11 Foundation 2`t t Property line to Absorption field 7 ± Water main/service line I o t i Surface water/drainage too 14 Wells on adjacent lots 100If. SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10 Building foundation t + Water main/service line lot t Surface water Driveway, parking/vehicle storage area 6cr Curtain drain Nome F F. ENGINEER'S CERTIFICATION 1 certify that I in conformed Wells on adjacent lots spections and review of in effect on this date. Signature — Engineer's Nam A •, ,SSI Date 9- 13 qj HAA Fee S Date of Payment�/�/99 Receipt Number7�T 72-026 (Rev. 3/98)' Waiver Fee $ Date of Payment Receipt Number MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 11,4 \l n DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4720 Application DateZel_l14/r6 1. GENERAL INFORMATION (a) Legal Description (include Igt, block, subdivision, section, township, range) Location (address or directions) t'I7 (b) Applicant Name Nit-mc,Telephone: Home aqq. gq(a eusinesslWo 11761 Applicant Address 11.00 r0RbhVA (c) Applicant is (check one): Lending Institution ❑ ; Owner/builder ❑ ;Buyer ❑ ; Other, (explain); l Ifll/Ps�o ► ' (d) Lending Address` (e) Real Est, Address Telephone a`-16 `a-7 6 1 (f) Mail the HAA to the following address: 2. TYPE OF RESIDENCE Single -Family i-Famil ❑ Other Number of Bedro ms 3. WATER SUPPLY Individual Wellgr Community ❑ Public ❑ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. SEWAGE DISPOSAL Onsite Public ❑ Community ❑ Holding Tank ❑ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. Page 1 of 2 72-015 n V84t 5. ENGINEERING FIRM PROVIDIfvu INSPECTIONS, TESTS, FILE SEARCH, DA,A AND INFORMATION 2 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 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 Telephone 661' S'OYO Address OW W, 27 � 'WC4 1/tN ci_-'n, Date DHEP APPROVAL Approved for �gbedrooms by 4 ate Approvedy Disapprov Conditional Terms of Conditional Approval CAUTION The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority Approval certificates based solely upon the representations given In paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending Institutions in order to satisfy certain federal and state requirements. Employees of DHEP do not conduct inspections or analyze data before a certificate is Issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineers work. Page 2 of 2 r2 -M (1free) n %x%� JPO A. WELL DATA MUNICIPALITY OF ANCHORAGE (MOA) HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 264-4720 Legal Description: /_ -7, 14 51,& T r1 7 A 3;Ajf. Src. 2� t Well Classification !r(va If A. B. C. D.E.C. Approved (Y/N) Well Log PWent (Y,pvy Date Completed—UorLuo. CA A Yield tip G16A Total Depth G 1 r Cased to 'G7 ` Depth of Grouting Static Water Level 02JO Pump Set At 6 Casing Height Above Ground 42r f Sanitary Seal on Casing0N) Electrical Wiring in Condui0N) Separation Distances from Well: Depression Around Wellhead (yo To Septic/Holding Tank on Lot 16251 1. S 16 ; On Adjoining Lots 10014 r / To Nearest Edge of Absorption Field on Lot J.2`+ 5-P; On Adjoining Lots 67 APO To Nearest Public Sewer Line _AIS To Nearest Public Sewer 1 Cleanout/Manhole / To Nearest Sewer Service Line on Lot �s f Water Sample Collected by B. SEPTIC/HOLDING TANK DATA Date Installed t6fF - 71 Size 125V No. of Compartments Standpipes LqN) Air -tight Caps PN) Foundation Cleanout(QN) Depression over Tank (YO) Date Last Pumped 10- 13, -,1$^6 Pumping/Maintenance Contract on File (Y/N) A ; for x1/'1 Holding Tank High -Water Alarm (Y/N) Temporary Holding Tank Permit (Y/N) - P4 Separation Distances from Septic/Holding Tank: i To Water -Supply Well kgs' 7f S' t4 To Building Foundation /9 To Property Line /(? r + To Disposal Field /O 01 To Water Main/Service Line 30 To Stream, Pond, Lake, or Major Drainage i Course _rTr 167 Comments Page 1 of 2 72-026(11184) 33,6 /7 ,edH Nr/ sub, C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata 330 �f, Type of System Design '%iYucG of �Ur� Date Installed lyq,,,/eCtb 74 Length of Field 4"- 14 H SO r2- 27 t Width of Field-tbkAow� Depth of Field as t .. Gravel Bed Thickness Square Feet of Absorption Area 1622 Standpipes Present 19N) Depression over Field (Y/S _ Results of Last Adequacy Test Separation Distance from Absorption Field ! n To Water -Supply Well UL7 to 7,11 To Building Foundation .? ) tf Lot Date of Last Adequacy Test _(o- &- 8 To Property Line ; On Adjoining Lots c To Existing or Abandoned System on 2ntf To Water Main/Service Line %4 To Cutbank (if present) wtY To Stream/Pond/Lake/or Major Drainage Course 4 To Driveway, Parking Area, or Vehicle Storage Area Comments D. LIFT STATION Date Installed. Size in Gallons "Pump On" Level at — High Water Alarm Level at Tested for Electrical Codes (Y/N) — Comments phole/Access(Y/N) "Pump Off' Level at •' Check Permitted Bedroom Rating Against HAA Request •• Vent(Y/N) Pumping Cycles during Adequacy Test. Meets MOA I certify that have checked, verified, or conformed to all MOA and HAA guideli nes in effect on the date of this inspection Iv Signed 1 — - 42_°- Date /O-/3-56 Company �S rn c, MOA No. QF A4q is Receipt No. at (001 000 �Q.;••••.;rif Date of Payment �O% ",ry' H � ; Amount: $ �� Jf� .�.:. ' �. ..n t Page 2 of 2 72-046 (11,64) C. RHD, 1R 2251 n r�l ALASKA bUIR0fl nTAL C0nTROL RWICCS, InC. Enginrerinq 6 Enuironmental Studies 10/14/86 JUDY UPTON/REMAX SELLER—PAT BULSTRODE JUDY UPTON/REMAX FEDERAL HOME LOAN MORTGAGE FEDERAL HOME LOAN MORTGAGE C/O 2702 GAMBEL C/0 2702 GAMBEL ANCHORAGE ALASKA ANCHORAGE ALASKA 60525 LEGAL:GREENLAND SUBDIVISION BLOCK 6 LOT 7 ADEQUACY TEST FOR SEWER SYSTEM ADEQUACY TEST DATE -30/06/86 THE TYPE OF ABSORPTION SYSTEM IS A TRENCH 6 CRIB WITH AN AREA OF 1628 SQFT. THE SYSTEM IS CAPABLE OF ACCEPTING 600 GALLONS OF WATER PER DAY. THE SURGE CAPACITY OF THE SYSTEM IS 1580 GALLONS. BASED UPON THE TEST DATA THE SYSTEM IS ACCEPTABLE FOR A 4 BEDROOM HOME. SEPTIC TANK ADEQUACY THE EXISTING SEPTIC TANK VOLUME OF 1250 IS ADEQUATE FOR THIS 4 BEDROOM HOUSE. THE SEPTIC TANK/PACKAGE PLANT WAS PUMPED ON 10/13/86 . THIS REPORT DOES NOT VERIFY THE INTEGRITY OF THE PIPING FOR THE WATER SUPPLY OR WASTEWATER SYSTEM. FLOW TEST ON WELL WELL FLOW DATE -10/06/86 A FLOW TEST WAS PERFORMED ON THE WELL. 1580 GALLONS OF WATER WAS PUMPED AT A RATE OF 6 GPM OVER A DURATION OF 35 HOURS. THE DRAWDOWN WAS .2 ' WITH A RECOVERY TIME OF 10 MINUTES AND THE STATIC WATER LEVEL WAS 29.8 FEET. THE WELL IS ADEQUATE FOR THIS 4 BEDROOM HOME. \v&moa�ucst 334 Auenue. Suite B • Anchorage, Alaska 99503 • (907) 561-5040 ALASKA ENVIRONPWAL CONTROL SERVIC.., INC. 1200 West 33rd Avenue, Suite B ANCHORAGE. ALASKA 99503 (907) 561.5040 JOBiN�.'�"- SHEET NO. OF CALCULATED BY DATE CHECKED DATE Time APPLIC"'NT FILLS OUT UPPER HAI~ ONLY Property Owner ` /cki C . ,`7C /.-� .�5c . /./ C Phone Mailing Address Zip Code r�' Buyer .CiU �f' 41161V � . Date Address i%/ _ Zlp Code Lending Instltutlon C_C `t,/ // �! L�/! // L1' i Phone Address Zip Code MUNICIPALITY OF ANCHORAGE Realty Co. d Agent as UyS/i� Pr/ c�if//le ��5�, Phone Address Zip Code AUG 2 319U3 Legal Description 16/,., / �! ��/O� 4 X c{.r) �C VG (O ( PROVED BEDROOMS Street Location ( I DISAPPROVED Type of Residence Family 0 Multiple �� Multiple Famlty No. of BeOrooms BY: O Other Solis Rating Date Sewer Installed Wtilerfiupply Well Log Received Septic Tank Size ndivldual Well to Tank ATTACH WELL LOG. A well log Is required for all wells drilled since June 1975. Community For wells trilled prior to that date, give well depth (attach log If avallable). ❑ Public Utility Sewer Disposal individual Year Individual Installed: ❑ Public Utility When Connected to Public Utility: ❑ Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH RECUEST BEFORE PROCESSING CAN BE INITIATED. Time Time Time Time Date Date Date Date Inspector Inspector Inspector Inspector Field Notes: MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH 1, ENVIRONMENTAL PROTECTION AUG 2 319U3 RECEIVED ( PROVED BEDROOMS 'CONDITIONS OF APPROVAL ( I DISAPPROVED ( I CO NAL PROVAL' DATE 3 8 BY: Solis Rating Date Sewer Installed Well To Absorption Area Well Log Received Septic Tank Size Well to Tank raon raen n r�" ALASKA ChIROWnTAL COnTROL SCRUiCES, InC. • Enginterinq 6 Enuironmental Studies August 22, 1983 Municipality of Anchorage Department of Health 6 Environmental Protection 825 L. Street Anchorage, Ak. 99501 Re: Health Authority On August 22, 1983 our company collected a water sample from the house located on Lot 7 Block 6 Greenland Subdivision. The property owner is Wayne Case. The water analysis was satisfactory. A copy of the report is attached. The well is located over 100 feet from the septic tank and over 100 feet from the leach field. The electrical wires are encased in conduit. All the standpipes are capped. The well casing stands approximately 1 foot above the ground. The well has a sanitary seal. :-(. OF A4gs1 C..) •'• � '* id oy C. Reid, Jr. No. 2251E N •......••�e.��� 1200 West 33rd Autnut, Suite B • Anchorage, Alaska 99503 • (907) 2161361 rr" r,*" ALASKA bUIROfl nTAL COnTROL SERUICES, IN. Engineering & Enuironmenial Studies AUGUST 16 1983 WAYNE CASE SRA BOX 1722 G ANCHORAGE AK 99507 SELLER — WAYNE CASE BUYER — DAVE REED SUBDIVISION — GREENLAND BLOCK — 6 LOT — 7 ADEQUACY TEST FOR SEWER SYSTEM THE TYPE OF ABSORPTION SYSTEM IS A CRIB WITH AN UNKNOWN AREA. THE SYSTEM IS CAPABLE OF ACCEPTING 600 GALLONS OF WATER PER DAY. THE SURGE CAPACITY OF THE SYSTEM IS 545 GALLONS. BASED UPON THE TEST DATA THE SYSTEM IS ACCEPTABLE FOR A 4 BEDROOM HOME. THE SEPTIC TANK WAS PUMPED ON MAY 1983 . SEPTIC TANK ADEQUACY THE EXISTING SEPTIC TANK VOLUME OF 1250 IS ADEQUATE FOR THIS 4 BEDROOM HOUSE. OF q �p'C�,........ �. * 149E Leroy eid. Jr. . 2251•E _: 1200 West 33rd Auenue, Suite 6 9 Anchorage, Alaska 99503 • (907) 2161361 CAD '- INSPECTION APPOINTMENTS 3•rfD - DATER EIV ED nuy� 1�.a sion TIME TIME TIME 6. TYPE OF RESIDENCE 1 CX_A�t0k1 C�z 1 DATE DATE DATE ❑ Two ❑ Five ❑ MULTIPLE FAMILY ❑ Three ❑ Six INSPECTOR INSPECTOR INSPEC 0 ' ATTACH WELL LOG. A well log is required for all wells drilled ❑ COMMUNITY since June 1975. For wells drilled prior to that date, give well MUNICIPALITY OF ANCHORAGE MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTIOWPT• OF P-ALT:I & 825 LStreet- Anchorage, Alaska 88501 ENVIRON,%1[.NTAL ;:.'I-CTION ENVIRONMENTAL SANITATION DIVISION DEG 1 9 1980 Telephone 264-4720 pp [[ ((' FF II ���� FF ((�� REQUEST FOR APPROVAL OF INDIVIDUAL UIL'I A WATER AND SEihfiit DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing. 1. PROPERTYOWNER PHONE FiudGo MAILING ADDRESS SRA 1722A Ane, Alaska PROPERTY RESIDENT (If different from above PHONE 2. BUYER PHONE Wayne & Sue Cas MAILINGA DRESS n -P Aka 009 3. LENDING INSTITUTION Mitional Bank of Alnska Ruth Le Barr PHONE 2?6-11752 MAILING ADDRESS Vorthern Lirotr, & C Street 4. REALTOR/AGENT PHONE Mary Dae Hender6on Jack White Company 277-1553 MAILING ADDRESS C Street Anchorarp., Alw*a 99502 5. LEGAL DESCRIPTION . Lot 7 Block 6 Greenland sion STREET LOCATION 1HN 117th 6. TYPE OF RESIDENCE NUMBER OF,BEDROOMS qj SINGLE FAMILY ❑ One ® Four ❑ Other ❑ Two ❑ Five ❑ MULTIPLE FAMILY ❑ Three ❑ Six 7. WATER SUPPLY M INDIVIDUAL' ' ATTACH WELL LOG. A well log is required for all wells drilled ❑ COMMUNITY since June 1975. For wells drilled prior to that date, give well ❑ PUBLIC UTILITY depth (attach log if available.) S. SEWAGE DISPOSAL SYSTEM ® INDIVIDUAL/ON-SITE" ICI -I_LYEAR ON-SITE SYSTEM WAS INSTALLED. ❑ PUBLIC UTILITY NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72010(Rev. 6/79) 720/0 (Rev. 6/79) THIS SIDE FOR OFFICIAL USE ONLY 1. TYPE OF RESIDENCE NUMBER OF BEDROOMS '0 SINGLE FAMILY ❑ ONE ❑ THREE ❑ FIVE ❑ OTHER ❑ MULTIPLE FAMILY ❑ TWO ❑ FOUR ❑ SIX 2. WATER SUPPLY PERMITNUMBER 'EI INDIVIDUAL DEPTH OF WELL ❑ COMMUNITY DATE DRILLED ❑ PUBLIC UTILITY Connection Verified LOG RECEIVED . 3. SEWAGE DISPOSAL SYSTEM PERMIT NUMBER ]INDIVIDUAL/ON-SITE DATEINSTALLEO ❑PUBLIC UTILITY _ Connection Verified INSTALLER $]Septic Tank or ❑ Holding Tank Size:tam If Tank is homemade SOILS RATING give dimensions: TYPE OF ANK MANUFACTURER V TOTAL ABSORPTION AREA MATERIAL - v3"1 - - 4. DISTANCES WELLTO: Septic/Holding Tank Absorption Area Q p� Sewer Line Nearest Lot Line Absorption Area to nearest Lot Line - 5. COMM TS \ V Cl C fr ❑ APPROVED FOR L� BEDROOMS CONDITIONAL APPROVAL (letter st accompimy certificate) ❑ DISAPPROVED C �� DATE o BY 720/0 (Rev. 6/79) .. ' Allunicipali4y of Anchorage Fa 825 "L" ST R E ET ANCHORAGE, ALASKA 99501 (907) 264-4111 ' GEORGE M. SULLIVAN, MAYOR DE PAR TMINTOE HEALTH AND ENVIRONMENTAL PROTECTION December 29, 1980 Hudson, Davidson, Mulleneaux Star Route A Box 1722A Anchorage, Alaska 99507 Subject: Lot 7 Block 6 Greenland Subdivision Approval for your individual sewer and water facilities cannot be granted until the following items have been completed: 1�) The water analysis report needs to be delivered to this ` office from the Chem Lab, 5633 B Street, for our review. (2) The septic tank pumped with a receipt submitted to this office. (3) An adequacy test was performed in 1977 and the seepage pit was found not to be functioning properly. Therefore, an upgrade will be necessary. Prior to the upgrade a permit will need to be obtained from this office. l pr If there are any further questions, please call this of ice at 264-4720. Sincerely, ;n � Robert C. Pratt, R.S. le5 I�j Jf� Associate Specialist _ i, 0, RCP/ljw C cc: National Bank of Alaska Pouch 7-025 99510 1�I Mary Dee Henderson • S Jack White Company 3201 C Street 99503 6. z saw ��- - of 'F�c �•.l rkvd a Y £, ,n}'J Old n A ITL Yj o2 d 04 alcl ,jooI — �. T• '/-7 I i h rK� i-� W S4a-Pat �1\r JI � y� of go -be : 'burr'n' e.secp lid K4 ku t aLt) Tr-crL A , LLv-it ( Nor "t,E.. o -s3 -�0 b thsP • he wt( It Puf tvftve( in A74-+u*at A-ftD ygv4 a Firs -t a-" 44--c fkr¢r 5o'k .;6a ID 1 I&P -� ( 7 tk )}OZ- a r' '0� MUNICIPALITY OF ANCHORAGI') DEPARTMENt'OF HEALTH AND ENVIRONMENT/,ti PROTECTION I 825 L Street, Anchorage, Alaska -99501 279-2511, ext. 224 or 225 Date Received: April 27. 1977 #1: Time #2: Time # 3 : Time Date ( Date !3_x_77 Mon Date Insp Insp 4144 Insp REQUEST FOR APPROVAL OF INDIVIDUAL SEWER AND WATER FACILITIES 1. Lending Institution Request: First National Bank of Anchorage Mailing Address:post Office Box 720 99510 Phone: 276-6300 2. Property Owner: Ken/Marie Peterson Phone: 274-0837 Mailing Address: 4105 Gilmore Court 3. Legal Description: Lot 7 Block 6 Greenland Subdivision 4: Single Family Residence: (x) Multiple Family Residence: ( ) Number of Bedrooms: 3 Number of Bedrooms: 5. Well System: Individual Well (x) Community/Public System ( ) Permit # Construction Depth of Well 67' Well Log on File ( ) Bacterial Analysis 6. Sewage Disposal System: On-site System (x) Permit # Installed 1974 Public Utility ( ) Installer Mike Schachle Septic Tank Size 1,250 gallons Manufacturer Absorption Area 15x37xl2' Soils Rate 225 dept—h Greer UL# 190898 Material 7. Distances: Well to Septic Tank to Absorption Area to Sewer Line Nearest Lot line Absorption Area to Nearest Lot Line (" ,EAIJ'F01ZS 3/30/76 REQUEST FOR APPROVAL OF CI INDIVIDUAL SE4tERFOR4tATER FACILITIES . gt�� DEPARTMENT OF ENVIRONMENTAL QUALITY , 1. Type of Inspection: CMRO VA FHA CONV 2. Property Owner: :4: nao u. Mailing Address:Day Phone 3. Name of Buyer: Mailing Address: 3 Da Phone 3 —D ..P 4. • Name of Lending Institution: P8 /5 %%Q �e � J&Ak— Mailing Address: 5.1 Name of Realtor or Mailing Address: 6. Legal Description: <�4t % cif 0�. CDivt SL �1 roe^ Location: 7. Type of Facility to be inspected: �)PIL� No. Bdrms._� 8. Water Supply Type of Supply: Public Utility Individual If Individual, number of dwellings presently served —L— If Individual, depth of well —&-ZL 9. Sewage Disposal System Type of System: Public Utility Individual (on-site) If Individual, date of installation: NUNIgPALl7y AN r Of ENVI Jn �EOl HEALTH &Or,•1G: 'a PROTECIlC,V APR 2 '11977 .REC'EI_VED Page Twa Department of health and Environmental Protection Request for Approval of Individual Sewer and Water Facilities Legal Description: Lot 7 Block.6 Greenland Subdivision Comments: Affadavit Attached: ( ) Letter Attached: ( ) Approved: Date: Disapproved: Department Worksheet: May 12, 1977 Cindy Bead Area Realtors 3300 C Street Anchorage, Alaska 99503 7 Subject: Lot - Block E Greenland Subdivision Dear Its. Head: The sewer system serving the subject property failed to pass the adequacy teat. Therefore, an upgrade of that system will be required before to will sign the request for sewer and water approval. The request reads a single family dwelling with three (3) bedrooms finished. If there is a fourth bedroom and the proposed buyer intends to utilize that fourth bedroom the septic tank size will need to be enlarged. If there are any further questioner please contact this office at 279-2511, extension 224 or 225. Sincerely, Robett C. Pratt, R.S. Sanitarian RCP/ljh I EJ � ❑❑❑❑❑❑❑❑❑❑❑❑ Ak J J J w Z t V1 t w < w Y [', ��• ';a< Yi° - iik•� a: iai9»Op < r 44 '5 O<mra UO 1 WJJ u C n< tf0 �. >rd » u F O F a u _ F 4 Y r upisW F r _ ffi F C s a d❑ ,°,�� > ¢ -u } Z u O J 63 'ncc- J 0 i t uc �OcENp � t cwoold` ItE J u u ? }>� LJ� x cc wcec Eo =° »9Q«wY V OT„e� V a d 8$ s'E�E� EC IV � o 3E<eo> €c E o ruYew ea V V E[[EC E NJ :« O rC8$$n OUR. O - �1 ❑ `• O O O Sn C oNi °• o JS++�EEocni i 0. J f � i0 i N ¢s N CN tn Z T FU 2' ou MW Q �Ca Wm rt K tI O a0 W XIL 0 02 . 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