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HomeMy WebLinkAboutLAKE HILL ACRES #5 TR A1Lake Hill Acres #5 Tract A 1 #051-122-73 Municipality of Anchorage Community Development Department Page 1 of 3 On -Site Water & Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907)343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number. OSP181419 PID Number. 051-122-73 ❑ New E Upgrade Name: DERE & KATHLEEN JUST ABSORPTION FIELD ❑ Deep Trench ❑ Shallow Trench E Bed ❑ Mound Address: 22345 HILLTOP CIRCLE, CHUGIAK, AK 99567 ❑ Other Phone: No. of Bedrooms: soil Rating:Total Depth from original grade: 854-0551 3 *2.0 GPD/Sq. FL SEE DWG. FL LEGAL DESCRIPTION Depth to pipe Invert from original grade: Gravel depth beneath pipo: SEE DWG. FL 0.5 Ft. Subdivision: Block: Lot: LAKE HILL ACRES #5 - TRACT Al Fill added above original grade: Gravel length: SEE DWG. FL 30 FL Township: - Range: - Section: - Gravel width: Beds Number of lines: Distance between lines: 8 FL 2 4 Ft. SEPARATION DISTANCES Total absorption area: Number of trenches: Dist. between trenches: TO From Septic Tank Absorption Field Lift Station Holding Tank Public/Private Sewer Lines 240 $0. FL 1 - Ft Well 50'+ 50'+ 50'+ - 25'+ TANK M Septic ❑ S.T.E.P. ❑Holding ❑ Other Manufacturer. Capacity. Surface water 50'+ 50'+ 50'+ - INFILTRATOR 1530 Gal. Lot Line 51+ •*51+ 5'+ NSA Material: HDPE PLATIC Number of compartments: 2 Foundation 10'+ 101+ 10'+ - LIFT STATION Curtain Drain 10'+ 10'+ 10'+ - Manufacturer. INFILTRATOR / QUANICS Capacity: 540 Gal. Remarks: *THIS IS A CAT II QUANICS AEROCELL SYSTEM 'Pump on' level at TIMER Pump otr level at TIMER High water alar mat 42" **SEPARATION DISTANCE TO LOT LINE FOR AWWTS Pump Make & Model: Electrical Inspections performed by. ABSORPTION FIELD REQUIRED TO ONLY BE 5 FEET. GOULDS PE51M POWER, LIGHTING, & CONTROL, LLC PIPE MATERIAL Tank to ASTM 1785 House to tank EXISTING Tank kold D3034 drain Installer NORTHERN EXCAVATION Drainfield D3034 Co/MT D3034 Inspector GEG Ltd. BENCH MARK (Assumed elevation) 100.00 FL Inspection Location and Description: Dates: 1st 5/3/2019 2nd 5/4/2019 3rd 5/4/2019 4th 5/4-6/2019 BOTTOM OF SIDING AT N.E. CORNER OF HOUSE Community Development Department Approval ENGINEER'S SEAL Q`°��®�®® Conditional approval: Date: ®Sir��'���.•� ••'"yo®#® ..., r , ® t r.........�.........�.....� t � ; Jeff e ,A._Gatness : L a Approved:i1 U Date: P* LICENSE ��PR q, S,QN®®®� ®�RBt�®®�® #AECC884 Municipality ®f Anchorage �� ul`�,JPCOI I•III P.O. Box 196650 ® 4700 Elmore Road Anchorage, Alaska 99519-6650 © (907) 343-7904 e Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Department On -Site Water and Wastewater Section * * * * VALIANCE/WAIVED REVIEW * x * * Waiver#: OSV211016 COSA#:OSC211098 Permit#: PID#: 051-122-73 Legal Description: Lake Hill Acres #5 Tract Al Engineer: Garness Engineering Group Applicant: Jere & Kathleen Just Your request for a waiver of the required 100 feet horizontal separation from the private well on Lake Hill Acres 95 Tract Al to the absorption field on Lake Hill Acres #5 B1 L3 has been approved. The approved separation distance is 85.0 feet. See engineer's waiver request for justifications. This waiver approval applies to the existing well & absorption field only. Any future upgrade to the on-site systems on either lot will require all separation distances be met or another approval from this department. , ............................................... ■ ............................. ■ 1 Waiver is Granted: X Waiver is not Granted: Date: 3 ? o � 1 Approved by: A&'u, cart. Name of Reviewer ............................................... ■ ............................. ■ 1 **** VARIANCE/WAIVER REVIEW **** ('3ARNESS ENGINEERING GROUP, Ltd . = ENGINEERING a SALES� CONSULTING March 5, 2021 Municipality of Anchorage Development Services On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, Alaska 99507 Phone: (907) 343-7904 Reference: Waiver Request from Well to Drainfield for Lake Hill Acres#5; Tract Al To whom it may concern: During our recent site visit for the purpose of obtaining a COSA for the referenced property, we found the well on property (drilled 8/11/1998) appears to encroach upon the drainfield for Lake Hill Acres #5; Block 1, Lot 3 (installed 9/1985). We talked with the owner of Lot 3 on 2/26/2021 and he showed GEG Consultant, Jody Maus where his drainfield is located at. There were no visible septic standpipes on the drainfield; but the mounded area for the drainfield is definable. Mr. Maus physically measured 90 feet from the edge of the well to the closest part at the top of the mound. To be conservative, we are requesting an 85 -foot waiver be granted for this encroachment. Justification for this waiver is as follows: The encroachment has existed for almost 23 years. Recent water samples were taken and found to be negative for E Coli and total coliform. The nitrate level was 1.30 mg/L. The well is upgradient from this drainfield and there is a road between the well and the drainfield. In short, it is physically impossible for daylighting effluent to flow towards the well head. Based upon theseAmitigating factors, it is our opinion that there is minimal risk with granting this Jeff r!" /Ai"Garness,. P Vie, M.S. President 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Website: www.garnessengineering.com \ \ LAKE HILL ACRES #5; TRACT B1 F �\ 1 LAKE HILL ACRES #5; BLOCK 1, LOT 4 ` 1 LAKE HILL ACRES #5; BLOCK 1, LOT3 \ \ 40 1 r �'. •i f { •::`.. ....it �:'s ;r .:;:•!;•• \\ EXISTING " ? = SEPTIC ! ' SYSTEM EXISTING SUBSURFACE DRAIN INSTALLED IN 2014 (APPROX. LOCATION PER OWNER).—, WELL If FNT 10 USEMENT T)LITy / EXISTING SOLID DRAIN LINE AND OUTFALL LOCATION PER OWNER. THE OWNER STATED THAT THE END OF OUTFALL LINE IS NOT VISIBLE AND BURIED IN GRAVEL._ EXISTING 1985 DRAINFIELD (APPROXIMATE i LOCATION). CONFIRMED LOCATION OF EXISTING_ — LAKE pRNE 101 MOUNDED BED WITH OWNER OF LAKE HILL ACRES M ROTJON UNDEVE�DPED� #5; BLK 1, LOT 3. NO SEPTIC PIPES WERE FOUND mil POR FOR DRAINFIELD, BUT MOUNDED AREA WAS DEFINED. MEASURED 90 FEET FROM EDGE OF / STEELE ' WELL TO CLOSET PART OF MOUNDED DRAINFIELD. _ ESTATES; LOT 1 9 _ . ENGINEERING o SALES* CONSULTING 3701 E. TUDOR ROAD. SUITE 101 `ANCHORAGE. AK 99507' PHONE (907) 337-8179' FAX (907) 33&3248 ` WEBSITE: www.aamemnakwerinp.00m PREPARED FOR: JERE JUST I PHONE NUMBER: PAGE NUMBER: C/O STEVE SHARP WITH COLDWELL BANKER 1 891-3454 1 OF 1 PROJECT/LEGAL DESCRIPTION: DRAWN BY: LAKE HILL ACRES #5; TRACT Al J.L.M. TYPE OF WORK: DATE: � SITE PLAN FOR WAIVER REQUEST 3/5/2021 1._40, it �.4:.............a. . I c^ ; e ey . •. ess : cv , ♦`%• E -AV 953 = i +140 ESS1 LICENSE IN Ili lklak #AECC884 PERM T NUMBER OSP181419 RECORD DRAWING 100 FOOT WELL RADIUS / Ik EXISTING SEWAGE PUMP STATION IN CRAWLSPACE-\ a 74rA EXISTING 2 BEDROOM HOUSE. SEPTIC •� f • `• SYSTEM IS SIZED 4 . FOR 3 BEDROOMS . : ' L 2 PARCEL ID NUMBER: 051-122-73 -NEW 1530 GALLON 2 -COMPARTMENT INFILTRATOR SEPTIC TANK TANK WAS COMPLETELY NOTE: CONTRACTOR REMOVED AND DISPOSED -• ••• INSTALLED DOUBLE LOUIS CLEANOUTS (DBL1 & DBL2) BORA+ MH2 NEW 540 GALLON INFILTRATOR P.E. TH#1 S.T.E.P. TANK WITH QUANICS AT EACH END OF THE PUMPS AND CONTROLS COt pAt 0 VISUAL INSEPCTION PORT (VPl) I NEW ATS -6 -AC AEROCELL UNIT NEW DRAINFIELD IN I I1 VISUAL INSEPCTION PORT (VP2) LOUIS I 11 7 FOOT LOT LINE WAIVER GRANTED. BUTERA, I LOT LINE STAKED BY SURVEYOR P.E. TH#2 , TANK WAS COMPLETELY NOTE: CONTRACTOR REMOVED AND DISPOSED -• ••• WELL ' 10' UTILITY EASEMENT � ZNANDEKE DRDPED) NE MraRR(R W (STING SOLID DRAIN LINE AND OUTFALL (THIS PORTIO LOCATION PER OWNER. THE OWNER STATED / \ v� i � THAT THE END OF OUTFALL LINE IS NOT - J VISIBLE AND BURIED IN GRAVEL. -- .....1 v m _ --mma—un CIVIL & ENVIRONMENTAL ENGINEERS 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 • PHONE (907) 337-6179 • FAX (907) 336-3246 • WEBSITE: www.9emmenglneeft.cm PREPARED FOR: PHONE NUMBER: JERE JUST 854-0551 PROJECTILEGAL DESCRIPTION: LAKE HILL ACRES S/D #5; TRACT Al TYPE OF WORK: RECORD DRAWING OF SEPTIC SYSTEM UPGRADE a NEW IT WIDE BY 30' LONG DRAINFIELD. EXISTING SUBSURFACE DRAIN INSTALLED IN 2014. APPROXIMATE LOCATION PER OWNER, THE LOCATION OF EXISTING CLEANOUTS, AND VISUAL APPEARANCE OF AREA CLEARED OF TREES. PAGE NUMBER: Je A. G 2SS Q i 20F3 �j� C 3 �.•,'i DRAWN BY: •I♦ •`'• S ;.'••�C*� J.L.M. ♦� c�'•,VV•.��........ryvj�•P� DATE: REVISED LICENSE 11A�1t�"►_�•• 3/8/2021 #AECC884 INSTALLED DIRT PLUGS OFFSITE. MONITORING G AT EACH END OF THE TUBE FOR GEG TH#1 WAS �� / NEW DRAINFIELD IN REMOVED DURING \ • / THE EFFECTIVE AREA CONSTRUCTION. �.4 Q' 1ru OF THE OLD DRAINFIELD 1 Q. 100' WELL / AO C ---� EXISTING WELL ' 10' UTILITY EASEMENT � ZNANDEKE DRDPED) NE MraRR(R W (STING SOLID DRAIN LINE AND OUTFALL (THIS PORTIO LOCATION PER OWNER. THE OWNER STATED / \ v� i � THAT THE END OF OUTFALL LINE IS NOT - J VISIBLE AND BURIED IN GRAVEL. -- .....1 v m _ --mma—un CIVIL & ENVIRONMENTAL ENGINEERS 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 • PHONE (907) 337-6179 • FAX (907) 336-3246 • WEBSITE: www.9emmenglneeft.cm PREPARED FOR: PHONE NUMBER: JERE JUST 854-0551 PROJECTILEGAL DESCRIPTION: LAKE HILL ACRES S/D #5; TRACT Al TYPE OF WORK: RECORD DRAWING OF SEPTIC SYSTEM UPGRADE a NEW IT WIDE BY 30' LONG DRAINFIELD. EXISTING SUBSURFACE DRAIN INSTALLED IN 2014. APPROXIMATE LOCATION PER OWNER, THE LOCATION OF EXISTING CLEANOUTS, AND VISUAL APPEARANCE OF AREA CLEARED OF TREES. PAGE NUMBER: Je A. 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All electrical practices were in accordance to the latest NEC electrical code. Two new circuits were installed from the garage panel to the exterior back corner under the structure via Mc cable where it transitions to liquid tight metallic flex from the wall to the controller. From the controller to the lift vault liquid tight to pvc was the transition into the ground. Xhhw wire was installed for the floats and motor. Grounding bushings were used at the controller. Water proof wire connectors were used as the splicing means in the vault j box. Low voltage cable was run from the controller to the audible interior alarm located in the garage. Please call if you have any questions. Aaron Chambers Power Lighting and Control LLC 9072425211 plc.chambers@gmail.com Eade1831 12/31/2019 Cons36389 12/31/2019 Sent from my iPhone OF- q 49 TH* `y sem, U SHANE A. HOLT/G LS -6914 ' o` O 4^ 4a a o �n'°fessions% Ls�� THE INFORMATION HEREON IS FOR THE USE OF LENDING INSTITUTIONS SPECIFICALLY TO SHOW ANY CONFLICTS BETWEEN EXISTING STRUCTURES AND PLATTED LOT LINES AND/OR EASEMENTS; AND IS NOT TO BE USED FOR POSITIONING ADDITIONAL STRUCTURES, IMPROVEMENTS, OR FENCELINES. EASEMENTS OF RECORD, OTHER THAN THOSE APPEARING ON THE RECORD PLAT ARE NOT SHOWN HEREON ( UNLESS INDICATED) NOTE 2 FENCELINES THAT MAY APPEAR ON THIS DRAWING ARE NOT TO BE USED TO DETERMNE PROPERTY LINES OR POSITION ADDITIONAL IMPROVEMENTS. ANY PAVING SHOWN HEREON MAY BE APPROXIMATE DUE TO EXCESSIVE SNOW AND/OR ICE. c6 N zo 0 0 0 z ASBU/LTSURVEY ! " = 30' NO CORNERS SET THIS DATE (I HEREBY CERTIFY THAT I HAVE PERFORMED A SURVEY OF THE FOLLOWING DESCRIBED PROPERTY TRACT A 1 , FIFTH ADD'N. LAKE HILL ACRES ( PLAT 99-52) ANCHORAGE RECORDING DISTRICT, ALASKA, AND THAT THE VISIBLE IMPROVEMENTS SITUATED THEREON ARE WITHIN THE PROPERTY LINES AND NO VISIBLE ENCROACHMENTS EXIST OTHER THAN NOTED. DATED AT ANCHORAGE,ALASKA THIS 10 TH DAY OF OCTOBER , 2 01 9 HOLT LAND SURVEYING 9309 GROVER DRIVE ANCHORAGE, AK 99507 345-5513 i • "co: rp,� MUNICIPALITY OF ANCHORAGE .0ent S • On-Site Water&Wastewater Program ;o PO Box 196650 4700 Elmore Road 1 .a Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 > t ` r. http://www.muni.org/onsite I chartmcnt ,NcM73ppG� On-Site Wastewater Disposal System Permit Permit Number: OSP181419 Effective Date: 12/3/2018 Work Type: Septic Upgrade Expiration Date: 12/3/2019 Tax Code Number: 05112273000 Site Legal Address: LAKE HILL ACRES#5 TR Al G:1562 Site Mailing Address: 22345 HILLTOP CIR, Chugiak Owner: JUST JERE F & KATHLEEN C Lot Size in Sq Ft: 30780 Design Engineer: GARNESS ENGINEERING GROUP LTD Total Bedrooms: 3 This permit is for the construction of: El Disposal Field El Septic Tank 0 Holding Tank 0 Privy 0 Private Well 0 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 . 40IBJ 1104 Received By: 4 11F Date: Issued By: CO ?tom' Date: of 0 3 MUNICIPALITY OF ANCHORAGE • •, f*� r Community Development Department - Phone: 907-343-7904 Development Services Fax: 907- 343-7997 On-Site Water & Wastewater Program Mayor Dan Sullivan On-Site Sewer/Well Permit Application For A Single Family Dwelling Parcel I.D. 051-122-73 Property owner(s) JERE JUST Day phone 907-854-0551 Mailing address 22345 HILLTOP CIRCLE*CHUGIAK,AK 99567 Site address 22345 HILLTOP CIRCLE 'CHUGIAK,AK 99567 Legal description (Sub'd, Block& Lot ) LAKE HILL ACRES S/D#5; TRACT Al Legal description (Township, Section & Range) Lot Size Sq.Ft. Number of Bedrooms 3(HOUSE SIZED FOR 2) APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING: ®all that apply) Initial ❑ Single Family (SF) Absorption Field ® (w/wo ADU) Septic Tank Upgrade Duplex (D) Renewal ❑ Holding Tank ❑ Multiple Dwellings ❑ ❑ (SF and/or D) Privy Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. (Signature of property owner or authorized agent) Permit/Rush Fees: it' i Waiver Fees: ars Date of Payment: I i/x1 is Date of Payment: j I a Ol f vss\s ,› Receipt Number: 0119.656 Receipt Number: OG 056 Permit No. OS pl8 l4f9 Waiver No. aSviq wei o �� (Rev.01/11) GARNESS ENGINEERING GROUP, Ltd ENGINEERING SALES CONSULTING November 16, 2018 Municipality of Anchorage Development Services On-Site Water & Wastewater Program 4700 Elmore Roade Anchorage, Alaska 99507 Phone: (907) 343-7904 Reference: Septic System Upgrade Design for Lake Hill Acres S/D #5; Tract Al To whom it may concern: The referenced property has a 2 bedroom house on it. The property is served by a private well and septic system. The septic system was originally design for 3 bedrooms and consists of a 1000 gallon HDPE plastic septic tank and a 5-wide drainfield. The house is in the process of being sold and two other engineer firms have looked at the septic system and deemed it in a state of failure. Based upon this information, we performed a test hole and shot elevations of the existing septic system back to the original benchmark the inspecting engineer used. Based upon these elevations, it was determined that the existing drainfield is encroaching upon groundwater and It has been confirmed that the septic system does not meet MOA code requirements. There is limited area for a proposed septic upgrade due to the setbacks from the house, a subsurface drain, the lot line, and the well. Due to the site constraints, we are proposing rebuilding over the existing drainfield area and propose to utilize a Cat II advanced treatment system. We are proposing that a new 2-compartment 1530 gallon Infiltrator plastic septic tank followed by a 540 gallon Infiltrator plastic pump tank, a Cat II Quanics Aerocell system, and a bed type drainfield (with 2 foot MOA sand filter) be installed. Due to the use of a sewage pump in the crawlspace for this installation, we are proposing on using a larger septic tank to increase settling time. In short, even though a 1060 single compartment Infiltrator septic tank would normally be used for a 3-4 bedroom Quanics installation, we believe it is wise that a larger two compartment septic tank be used for this installation. This installation will require excavating a large portion of the existing 5-wide drainfield and replacing all contaminated drainrock with Type II pit-run. The new bed type drainfield (with 2 foot sand filter) will then be installed over the old drainfield area. Comments regarding the design are summarized as follows: 1. SOILS AND WAIVER REQUEST TO ALLOW DRAINFIELD NEAR THE TEST HOLE: See the attached logs which shows the soil classifications, groundwater monitoring, and the percolation test results. The soil logs for the for the 2003 design were performed by Louis Butera, P.E., in 1998. The percolation rates varied between 6.5 to 8.0 minutes/inch. The soils were classified as SM to SP and the perks were preformed between 4 to 5 feet. Our soil log was performed next to Mr. Butera's TH#2 and were classified as SM with lenses of ML and gravel. 3701 East Tudor Road,Suite 101 *Anchorage,Alaska 99507-1259 Phone: (907)337-6179*Fax: (907)338-3246*Website: www.garnessengineering.com Page 2 of 2 Our percolation test was performed between 3 to 4 feet and was performed in a ML lense. Our percolation rate was found to be 60 minute/inch. We are proposing that an average between the percolation rate and application rate for this design. Based upon an average percolation rate of 25 minutes/inch (6.5, 8.0, & 60 min./inches / 3), we propose a 2.0 gpd/sq.ft. application rate be used for this installation. As can be seen on the design, the drainfield is proposed to be placed near the test holes. Based on the fact that this design requires a 2 foot MOA approved sand filter, it is our opinion that there is minimal risk with granting this waiver. Please note as a special provision that the contractor must remove the groundwater monitoring tube. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: No surface waters were observed within 100 feet of the proposed septic system. 4. TOPOGRAPHY: Attached is the MOA contour map of the area. We have also provided a cross-sectional drawing of the proposed design which shows the slope information. As can be seen on this contour map and the profile drawing, there does not appear to be any slope concerns with the proposed upgrade. 5. LOT LINE WAIVER REQUEST: As can be seen on the design drawing, we are requesting a 7 foot lot line waiver from the east lot line to the drainfield. We are unaware of any adverse effects on the adjacent property with the granting of this waiver. Please do not -sitate to call us at 337-6179 if you require further information. Thank you for your assistanc:. .-rel1, y A . arress, P.E., M.S. t 3701 East Tudor Road,Suite 101 'Anchorage, Alaska 99507-1259 Phone: (907)337-6179*Fax: (907)338-3246 Website: www.garnessengineering.com • \ \ \ \ �` \ \777 \ \ / 4C(49 �.< LAKE HILL ACRES#5, , / Q ___I BOY SCOUTS OF AMERICA-T15N. '\ �`\ \\`� \ �\ BLOCK 1,LOT5 / / / t= —� R1W,SECTION 2,SE4,NW4 \ \ N,.'•- • \/ �\ / , / i��' • \FIs. NO WELLS WITHIN 200 FEET OF \\ \\ \\ \ 1.,..• 11 / / `\ PROPOSED SEPTIC SYSTEM \ \ \ \/ N \ �\ \\ \\ \\ \�l I / ' j j LAKE HILL ACRES#5; �\\\\\\\\ / I I I I / TRACT B1 \\ A I 1 , \ 1 I 1 _� I , 1 I I \ ` `\ 7... 1 ` \ I j EXISTING ti LAKE HILL ACRES#5; / i \ \ 1 \ r \\ i O 2 BEDROOM \ / ; N 100 FOOT WELL RADIUS / DESIGN CRITERIA: NUMBER OF BEDROOMS:2(SIZED FOR 3) GALLONS PER DAY(GPD): 450 GEG,Ltd.HAS AN 8 PAGE SPECIFICATION LETTER ----- PERCOLATION RATES:6.5,8,&60 MIN./INCH THAT PERTAINS TO THIS DESIGN.BY PROCEEDING -"- PROPOSED PROPOSED APP RATE: `2.0 GPD/SQ.FT. FORWARD WITH THIS INSTALLATION,THE 2 MINIMUM DRAINFIELD SQ.FT.: 225 ENGINEER,WELL DRILLER,CONTRACTOR AND /---e *THIS IS FOR CAT II AEROCELL SYSTEM PROPERTY OWNER AGREE THAT THEY HAVE k 7 I DRAINFIELD DESIGN: READ THESE SPECIFICATIONS AND AGREE TO W EXISTING PLASTIC SEPTIC IMAXIMUM DEPTH: SEE DETAIL DRAWING ACCEPT THE TERMS AND CONDITIONS OUTLINED. TANK TO BE PERMANENTLY WIDTH: 8 FEET ,)/ DECOMMISSIONED, I LENGTH: 30 FEET TYPE II PIT RUN: 2.6 TO 3.0 FEET a" 7 ..,P' M.O.A.APPROVED SAND FILTER: 2 FEET •, •'.. y. EXISTING SEWAGE r PUMP STATION IN I EFFECTIVE: 0.5 FEET CRAWLSPACE PROPOSED 1530 GALLON ACTUAL SQ.FT.: 240 . 0, 2-COMPARTMENT — INFILTRATOR SEPTIC TANK . :4 (SEE DETAIL,PAGE 3 OF 4) _l___ — .as-.T.'�• . • . � Y i I • 4`• , �' S IAO{ — — ,*4' �� EXISTING LOUIS PROPOSED 540 GALLON \ 2 BEDROOM BUTERA,� 1 r, INFILTRATOR S.T.E.P.TANK I HOUSE.SEPTIC P.E.TH#1 / WITH QUANICS PUMPS I • ••e �' SYSTEM IS SIZED .. ..; _<25% AND CONTROLS(SEE FOR 3 BEDROOMS G ' >:; `• DETAIL,PAGE 3 OF 4) I ' •` •• / PLUG AT END OF % 4 • , AEROCELL UNIT I •• j NEW DRAINFIELD 6 / IN THE EFFECTIVE / M AREA OF THE OLD LOUIS -.I—REQUESTING 7 FOOT / DRAINFIELD / BUTERA, � LOT LINE WAIVER P.E.TH#2� y «�I CO PROPOSED `yn'.. Xil: i -.2/.151 TEST HOLE BENCH t{;;v.: DRAINFIELD (SEE DETAIL, PAGE 4 OF4) TEST HOLE EXCAVATION \<25% i, i (SEE NOTE) GEG TH#1 <25% ` Ii INSTALL DIRT PLUG AT END 11 Q GROUNDWATER NOTE: OF NEW DRAINFIELD IN Q DURING EXCAVATION, THE EFFECTIVE AREA OF I I /� WATER WAS SEEPING INTO THE OLD DRAINFIELD l y0 EXCAVATION FROM ALL - 1 EXISTING / - SIDE OF THE TEST HOLE. Ij DRAINFIELD / CO _ __ _ _ 100 WELL RADI i \ I EXISTING SUBSURFACE ------i EXISTING \ DRAIN INSTALLED IN / WELL _ - / 2014.APPROXIMATE LOCATION PER OWNER, V AA _-I---` / THE LOCATION OF �- " EXISTING CLEANOUTS, N AND VISUAL 10'UTILITY EASEMENT APPEARANCE OF AREA 1111 CLEARED OF TREES. NE • MIR R�TIONWUNDEDR°PE) / \ SCALE: THIS F 1.=30' ( / \ / � 4031411111M i .tr OFI44 ,41 '; *� .\ • *• •1• j GARNESS ENGINEERING GROUP, Ltd ; ; CIVIL& ENVIRONMENTAL ENGINEERS 1 0 3701 E.TUDOR ROAD,SUITE 101•ANCHORAGE,AK 99507•PHONE(907)337-6179'FAX(907)338-3246•WEBSITE www.gamessengineenng com IIII.•••�••. . • • PREPARED FOR: PHONE NUMBER: PAGE NUMBER: /0 L e• . y A Gam SS : �/ JERE JUST 854-0551 2 OF 4 ' t'.21 C -7953 .•_a ar PROJECT/LEGAL DESCRIPTION: DRAWN BY: •� '�`•..**41 2QJ ��\: LAKE HILL ACRES S/D#5; TRACT Al J.L.M. �.�FD•p'p••••�•...... P� �� TYPE OF WORK: DATE: REVISED LICENSE 1�I1I„S`\k' DESIGN OF SEPTIC SYSTEM UPGRADE 11/28/2018 #AECC884 STANDARD TANK CONFIGURATION INFILTRATOR TANK NOTES: QUANICS AEROCELL CAT. I I IM-1530 IM-540 • PER INFILTRATOR SYSTEMS, INC., THESE TANKS HAVE A TOTAL CAPACITY 1765 GALLONS 552 GALLONS MAXIMUM BURIAL DEPTH OF 48 INCHES OVER TOP OF TANK. WORKING CAPACITY 1509 GALLONS 475 GALLONS PER INFILTRATOR SYSTEMS, INC., THE TANKS ARE TO BE WILEDTH 117" 64.7" • QUANICS AEROCELL SYSTEM WIDTH s1.7° 61.7- BURIED SO THAT THE INVERT OF THE OUTLET OF THE IM-1530 AND HEIGHT 54.5" 54.6- THE INLET OF THE IM-540 INFILTRATOR TANKS ARE NOT SUBMERGED INLOUTLET TT LETINVE 44" N/ DURING HIGH GROUNDWATER CONDITIONS. CATEGORY II CONFIGURATION OUTLET INVERT 44" N/A OVERRIDE FLOAT N/A 42" • GEG RECOMMENDS ALL PIPE PENTRATIONS/JOINTS ASSOCIATED (3 BEDROOM SYSTEM) HIGH WATER ALARM N/A 40" WITH THE INFILTRATOR TANKS BE ENCASED IN BENTONITE CHIPS. ON/OFF FLOAT N/A 28" NOTE'FLOAT LEVELS ARE FROM BOTTOM OF PUMP. • IF GROUNDWATER IS ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE ENGINEER TO EVALUATE IF THE EXISTING SOIL COVER c~/) co COMPONENTS SUPPLY NOTE: IS ADEQUATE TO RESIST BUOYANCY FORCES, OR IF ADDITIONAL o D w o 0 1.TANKS AND RISER ADAPTER RINGS ARE INFILTRATOR"' LL c m CV BALLASTING WILL BE NECESSARY TO OVERCOME BUOYANCY FORCES. PRODUCTS AND ARE SUPPLIED BY FERGUSON. o W D O 2 W 2 CO 2.THE INSULATED RISER/LID,PUMP,FLOATS,INTERNAL PIPING, THE CONTRACTOR SHALL INSURE THAT SOIL COVER AND/OR LU CC z.4. Z O Z J GROMMETS,CONTROL PANEL,AND AEROCELL UNIT ARE SUPPLIED BALLASTING IS PROVIDED AS OUTLINED IN THE INFILTRATOR"SEPTIC MYSPY WIFI MESSENGER UNIT a W z co w ch -i w BY GARNESS ENGINEERING,THE ALASKA STATEWIDE DISTRIBUTOR TANK BUOYANCY CONTROL GUIDANCE" BROCHURE. (REMOTE MONITORING SYSTEM). it 2 a Q FOR QUANICS INC. INSTALLED IN HOUSE AS CLOSE a o o 0 a 3.ALL OTHER EXTERNAL COMPONENTS SUCH AS PIPING,FITTINGS, SJE RHOMBUS INSTALLER FRIENDLY WIRING,INSULATION,ETC.,SHALL BE SUPPLIED BY THE SERIES(IFS)TIMED CONTROL PANEL TO INTERNET"BOX"AS POSSIBLE. 1Z a CONTRACTOR. im, o A WITH DRY CONTACTS FOR MYSPY 0.3QUANICS AEROCELL ATS-6-AC TREATMENT MODULE I..•..=•I WIFI MESSENGER UNIT WITH INTERNAL DIVIDER WALL AND CLEANOUTS ^ .. ELECTRICAL WIRE/S(SUPPLIED BY CONTRACTOR). Pi SEE INSTALLATION MANUAL FOR SPECIFICATIONS 11 tutu CO Y FINAL GRADE(SEE NOTE) 24"INSULATED LID 4"BY 4'WIDE RIGID 4"PORT VISUAL �/ /2 ~ INSULATION CENTERED 1�1 SIM/TECH PRESSURE FILTER 4"BY 4'WIDE RIGID OVER PIPE CC 7 4"CLEANOUT 4"CLEANOUT 24"RISER.TOP 4 FEET INSULATION CENTERED -- Z INSULATED WITH OVER PIPES 2 INCHES OF INSULATION /� J 8 CC =m J F-- DBL1 DBL2 •• i Z Z Z I` f'�1 W 4"OF INSULATION OVER TANKS 1'1�% I ayeaayer�ervyec :i a IS RECOMMENDED ON ALL = �• ra,0reaarmear,amo.• 20% 2X4 1�-� Z_ Q } • ���. _ 80`b RETURN — — r •'•'r�;�'�• BUSHING E m I- INSTALLATION REGARDLESS = i:'; „„pwla : �;:;:���° � W Y 0 PVC CONDUIT = I:y; I�.•i I� IF ,' �i�l��i W< < - '48"MAXIMUM OF BURIAL DEPTH — �� G Z LU FOR ELECTRICAL = P . -- 0 CONNECTIONS �:::: 2"DISCHARGE LINE '�— Z C9 I- p (FLOATS&PUMP) I !`?' NOTE MAKE THIS '''• TO DRAINFIELD z o �< 1.5"SUPPLY LINE OR PUMP VAULT w W W PIPE RUN AS SHORT cd 0 Q EiRia 1, 2";400 AY.49 ft49:ao 0"4:7 aP.raa001000.07..10,22"2"ZO 22v.a502:0do03ao,7424M OW:100:05 f:000:o9XX:19: 21PAY.: ,;,•, ,, ," ', s��y�ye,r„�.eroe,n err�e��aar�araya AS POSSIBLE(<12") Ci) to a 247:02 2$002 10:000ar; -,,0a0217.0eaar%aer7A2Wae7,2r0 207, :600e�vra02M2r�.,aav,0r2:0067vraa.292.aY,' AM AteryNTWATta 00.>�.eamreasr�.easa E W w H INLET —�•••�- ^—•■•�^ ^�•■•r — m ��''�' _ \�`__'� 4"RECIRCULATION LINE [�] N U S7_--- - - OUTLET �����N ' Mi. ^ 4 z Q �I'I WEEP HOLE 'FLOAT NOTE: MEASUREMENT IS WHERE FLOAT ~J a J O <9 li WIRE ATTACHES TO PIPING WITH A 3.5 INCH F� a Y W 'TIMER OVERRIDE FLOAT (42") MINIMUM TETHER FROM PIPING TO FLOAT.ALL �I S N W •31� OPERATING I 475 GALLONS CAPACITY FLOATS MUST BE NARROW ANGLE FLOATS. a; o Y LL O LIQUID LEVEL I'0 WHEN FLOAT IS ACTIVATED. (SEE FLOAT INSTALLATION INSTRUCTIONS) S J Q O fx (1,537 GALLONS) 44" 11• !! a J w "HIGH WATER FLOAT(40") NOTE:ALL PIPING FROM PUMP TANK TO AEROCELL w F- lilt J L -455 GALLONS CAPACITY MODULE SHALL BE PLACED ON SUITABLE BEDDING / �������� �1 WHEN FLOAT IS ACTIVATED. MATERIAL THAT IS MECHANICALLY COMPACTED. ���� QF ��� � _II�� ±� ALL LINES SHALL BE GRADED SO THAT THEY WILL ••,P� Ili�I ..♦ • T \�`�'1 -/ .11"... LOW LEVEL CUTOFF DRAIN AFTER EACH PUMP CYCLE AND WILL NOT = ••,�.♦. FLOAT(ON/OFF)-(28") RETAIN ANY STANDING WATER. g I i \I t• * ♦ • -261 GALLONS CAPACITY NOTE:ALL PRESSURIZED PIPES ARE TO BE ,•• • •• ♦ IM-1530 GALLON 2-COMPARTMENT WHEN FLOAT IS DEACTIVATED. SCHEDULE 40 PVC JNLESS NOTED OTHERWISE. .♦ INFILTRATOR TANK-TANK SIZED LARGER IM-540 GALLON SINGLE 0. _ 0 DUE TO SEWAGE PUMP IN CRAWLSPACE COMPARTMENT INFILTRATOR GOULDS PE51M FROM ALASKA PUMP OR ♦♦rn t J-I e, A.'Gartless .•4�i i TANK WITH INFILTRATOR uanics s: PIPE ADAPTER RING EQUIVALENT(SUPPLIED BY GARNESS ENG.) ♦*.i>. -795113 �= ,tAtvonccd nNOmRvu. <..: ♦ • 1 1 I, • 1 Dea/er *44 4PRO ESS1��.•. LICENSE 444",,o. REVISION 1 30 2018 #AECC884 NOTE: BENCHMARK FOR PROJECT IS GRADE NEAR NORTH END OF QUANICS ATS-6 AEROCELL UNIT GRADE NEAR SOUTH END OF BOTTOM OF SIDING AT NORTHEAST EXISTING DRAINFIELD=102.19 INSTALL 4"VISUAL PORT EXISTING DRAINFIELD=102.73 CORNER OF HOUSE = 100.00 INSTALL 4"CLEANOUTS PROPOSED FINAL GRADE=103.5+ INSTALL 4' INSTALL 4"CLEANOUTS MONITORING TUBES • INSTALL 4"MONITORING TUBES CO II= 1ZS _ TH#1 0 Si� S�2 DI41 •_L2 1 �(;rosisi- �iii�0t\� l iCO CN o N * * _ - I I I a 2"OF HIGH DENSITY INSULATION H - FILTER FABRIC r= �� w 0 �":- a I%..iI■w.,_:_ij 0,U. m� w W :iiia_:,...• ! - - - - -CZ - - - - i- _ ---- wct Z, zO z_i W -_-- :I_I-- _ ._ - ' --W w • - •:'� •,j, :�.:rt•:+.i•'� .a'•':K+• ••.I: ..':,••" asa .' •,•Y+ ,•'�''r • 'v.s;..<�.. •a• d Z 3 W v W CC m v" c+: ,.-\: e: r�' °1•".r ;.�t`'i.;: s'.' ' �`''iiw '�` i :i.••�'' 2 FEET OF M.O.A. w O 00 0 1- u... --r7 A n -r►-•- A'':s�ai.. a_. 4.:i�t' :'Y� `k.. _n.. .;r. i.,...t?' f,-;�`,'2 ``?•: .h';�^, ...,.. Q: S Q u- Q pi ---� ' ;;.1.�rr r. "y,, w.• i:.:- .aa,;;. ' :". APPROVED SAND FILTER �`f �� _ ;n'. ��: •✓ y'ri..". ;?+;<qy>3.!r�c :f r,a,r•. ^r`� .L`% a a IL 0 0 11 ■ ■ \:a:i•.K•. � _ :q�r: ^'?' i••.�:) tsfs•, ,� C.+1 mss..::� \ ;,y1•:a :fit .}Av r C . s' . r � ► , . . g i , H•y,. ... . . .1••'."t:�•. _.....:k--:'::"....,'y.�:. 'F.**,:. :1:-:-",-..--47-:%:".-.7.-..7-.-7-e--4"-,---;:-:"•.--...--_-.:� : . • • .`:_.•...`: f ^ .s:1• :.�'•• i!, . .� • .1•^ • .<_• 3II :I: :I: : :/:I:I%/: 111 .'.•- • is Y.. '.� .' i'+;t 5°+l 1: '�"�.•. s. .. •.. .::. �is •4~. .e;:.-'...,•.;7'!...•+•':•�:'.;;'• 17- Irs RELATIVE ELEVATION INVERT OF PROPOSED 4'DISTRIBUTION LINES=101.50 OF GROUNDWATER a IN GEG TH#1 ON INFILTRATOR 1530 PROPOSED TOP OF M.O.A.APPROVED 11/14/2018=95.50 2-COMPARTMENT SAND FILTER ELEVATION=101.00 TYPE II PIT RUN.EXTEND 5'+ PAST END OF NEW DRAINFIELD DRAINROCK OF SEPTIC TANK PROPOSED BOTTOM OF M.O.A.APPROVED OLD DRAINFIELD- INFILTRATOR 540 S.T.E.P.TANK WITH SAND FILTER ELEVATION=99.00 /,/ QUANICS PUMPS AND CONTROLS EXISTING DRAINFIELD ELEVATION PER RECORD DRAWINGS=96.40. SCALE: '�■� REMOVE ALL DRAINROCK,PIPING.AND CONTAMINATED _ f '-I C�1 MATERIAL;AND REPLACE WITH TYPE II PIT RUN TO 99.00 RELATIVE ELEVATION OF BOTTOM OF GEG TH#1=89.86 1 -5 ,4 \"�// Zdi PI QUANICS ATS-6-AC AEROCELL UNIT ' J. r ' DESIGN CRITERIA: z c I 4,-..-4.MONITORING TUBE 4"MONITORING TUBE 1 2Tp, NUMBER OF BEDROOMS:2(SIZED FOR 3) 0- I �-4'CLEANOUT 4"CLEANOUT` GALLONS PER DAY(GPD): 450 ~� U� W / . •'"-% PERCOLATION RATE/5:6.5,8,&60 MIN./INCH N a i 0 (i;" " ,.4"SOLID PIPE PROPOSED APP RATE: *2.0 GPD/SQ.FT. 1■� JW tg MINIMUM DRAINFIELD SO.FT.: 225 [� 1.5•FEED LINE = *THIS IS FOR CAT II AEROCELL SYSTEM ^ Qc d 4'RECIRC.LINE O O =i-••• 4"VISUAL PORT 4"PERF.PIPE 4' 8 FEET DRAINFIELD DESIGN: W c$ D l MAXIMUM DEPTH: SEE DETAIL DRAWINGS s I �4"SOLID PIPE (�€ W • �� • WIDTH: 8 FEET I LENGTH: 30 FEET Z^ } I -4"CLEANOUT 4'CLEANOUT- 2.0' TYPE II PIT RUN: 2.6 TO 3.0 FEET �~ W L 0-.11-4"MONITORING TUBE 4'MONITORING TUBE-6.-5 J M.O.A.APPROVED SAND FILTER: 2 FEET Coi W 15 U EFFECTIVE: 0.5 FEET Z_ Q ACTUAL SQ.FT.: 240 (D P I-Z` W 2'- 26 FEET LONG LATERALS �2' `J■� W' 30 FEET LONG ��//�� g 0 IL PROPOSED FINAL GRADE=103.5+ Z V1 g � 0 GRADE AT ENDS OF V1 i W Z MT CO CO MT EXISTING DRAINFIELD w w ,' v =102.19-102.73 Q TH#1 y gO ORIGINAL GRADE AT a• N' a_1 0 GEG TH#1=100.52ITA________ g Fc W O Q _i- :�- ;- 7 FOOT LOT LINE 0 u!,_••••4.~ NOTE: BENCHMARK FOR PROJECT IS 5`QPEs WAIVER REQUESTED r w o BOTTOM OF SIDING AT NORTHEAST DECK I 3� ,,,, ,� >. 'i•ti• �■/ 2 CORNER OF HOUSE = 100.00 " ;r; _,',4w, z 40��wi i ii w INVERT OF PROPOSED 4"DISTRIBUTION LINES=101.50 ': 1'.:'-:":;...'...!:::.. ♦♦ ( II b 4 a PROPOSED TOP OF M.O.A.APPROVED - ;o;t; -' ♦�`,.•••• ♦0 Y <':..•.. Al NOTE: THE ENTIRE w SAND FILTER ELEVATION=101.00 ;. c._"t.:s: 0 PROPOSED BOTTOM OF M.O.A.APPROVED s•+' ;;.•.•1 ..f.;••:::::. I* •• + + MOUND WILL BE /\ • SAND FILTER ELEVATION=99.00 / ` � I. �* � � REQUIRED TO HAVE REEATIVE ELEVATION OF GROUNDWATER IN GEG TH#1 ON 11/14/2018=95.50-Z- 10 • e '••• 6" OF TOPSOIL AND 0 • • HYDRO-SEEDED. EXISTING DRAINFIELD ELEVATION PER RECORD IP'�"� *• • • IZ 0 DRAWINGS=96.40.REMOVE ALL DRAINROCK, e 'e •.Gam ss 44 Air PIPING,AND CONTAMINATED MATERIAL;AND •0"1-%•1.1 C7• N REPLACE WITH TYPE II PIT RUN TO 99.00 .♦♦ FQ II(2.- •/3� ♦ SCALE: p��l,J��_ • t P • 1'=5' LICENSEIii ,4�1 ESS\ 4♦♦ RELATIVE ELEVATION OF BOTTOM OF GEG TH#1=89.86 #AECC884 �""' 47,< %....... "i''..z.-t. t.;• GARNESS ENGINEERING GROUP, Ltd : ( •-* 3101 E.TUDOR ROAD.SUITE 101•ANCHORAGE, ENGINEERINGA9 ( )3SAL FM SALES •, �"s �ng own # . ey`A._GaF ss •j: SOIL LOG - PERCOLATION TEST • 6•- % CEI-7913 /�_� , •♦ dy,. LEGAL DESCRIPTION: LAKE HILL ACRES S/D#5;TRACT Al . <�•.," l l ((0...... ......(41,....e.- -, ' PERFORMED FOR: JERE JUST DATE: 11/7/2018 .4�PROFESS��P�4. LICENSE 1 I%%"a *� DEPTH -------- #AECC884 , ' (feet) :::::----::::: ORGANICS/ TEST HOLE #1 1 •; OVERBURDEN I; 1i SOIL CLASSIFICATIONS SITE PLAN 2 •I%• • ; :C''ZpY GW `� ORG 3 H7 �I. � :. GP i~ ML •i �� GM J�� CL 4 ' .�I' � GC � � OL \,P •,1�• • °? �oc,o, SW MH �Q 5 I<!1.1161 ':�'•: • 4 ./// //,// „. ..,.0 N$... N 67 41' 36" W 20.31 2 3A 6 N 49/ 6 AQQ, e. .011 AREA VACATED TO 1 1 TRACT Al ( PLAT 99-52) �;' Lii 1":"-----_,/:;)- C . I 4. 4. CAMEL ODf PM(IOG NEA *LB _ 47.3 _ •1 ��q"' 1 EDGE D�_OBOVEL_ .4.• \ ` t, �1��(/��`` X / ``*_ L-_7 a• .rF_ in V 0 CO0 0 .+ i z / / • / / / / / o / o V ti !O / o) 0 / / O �/ ti �/ ti 2 / / — ' --------- EASEMENT / --------------------- 10' UTILITY N8245 50" E 178.69 • • o�P OF..A-149N 0, 49 TH ) 0 00 p* . 0 AS—BUILT SURVEY 1' = 300 oOQ 4, SH•ANE A.HOLT • 1/ IS SET TMIS ME OD o,. LS-6914 ,`o 444 0/e a me nalooQ �HTHE BFOLLOWING DESCRIBEDY CERTIFY THAT I VPROPERE OYMED A SURVEY '0000 TRACT A 1 , FIFTH ADD'N. LAKE HILL ACRES ( PLAT 99-52) ANCHORAGE RECORDING DISTRICT, ALASKA, AND THAT THE VISIBLE IMPROVEMENTS SITUATED THEREON ARE WITHIN THE INFORMATION HEREON IS FOR THE USE OF LENDING INSTITUTIONS SPECIFICALLY TO SHOW ANY THE PROPERTY LINES AND NO VISIBLE ENCROACHMENTS CONFLICTS BETWEEN EXISTING STRUCTURES AND PLATTED LOT LINES AND/OR EASEMENTS; AND IS EXIST OTHER THAN NOTED. NOT TO BE USED FOR POSITIONING ADDITIONAL STRUCTURES, IMPROVEMENTS. OR FENCELINES. DATED AT ANCHORAGE,ALASKA THIS 22ND DAY OF EASEMENTS OF RECORD. OTHER THAN THOSE APPEARING ON THE RECORD PLAT . ARE NOT SHOWN OCTOBER , 2018 HEREON ( UNLESS INDICATED) NOTE. FENCELINES THAT MAY APPEAR ON THIS DRAWING ARE NOT TO BE USED TO DETERMNE PROPERTY LINES OR POSITION ADDITIONAL IMPROVEMENTS. ANY PAVING SHOWN HEREON MAY BE APPROXIMATE DUE TO EXCESSIVE SNOW AND/OR ICE. HOLTLAND SURVEYING \\ 9309 9309 GROVER DRIVE ANCHORAGE,AK 99507 14079, FB 192-78 345-5513 C Municipality of Anchorage Development Services Department Building Safety Division ' -- On -Site Water and Wastewater Program, 4700 S. Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page I of 3 www.cl.anchorage.ak.us (907)343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTIONREPORT Permit Number: 5 W 03030 PID Number: OSI—1 D-%3 a Wastewater System: New ElUpgrade 7 ABSORPTION FIELD Pn2-7-1402 a ewoam 0 D.ap Tr� X51W W Tentll p aeA O ManC O Oaw' LEGAL DESCRIPTION SodRNiro $ &" TOW Depen akmpads e , Fr aw.+. LLd swanw�././ -// fl Dsgnlo vro.em«oaan aro^�a«a�r • cra•,el aePa�es�.Nn por s Tr Gl LN Fe / o�. J il. J FI Ta~ -p Rsnae a.db+ r / I FA added sb ong Waad!\ Glr L«n �7. O� Ft. /� FI. Well: ❑New ❑ Upgrade Ga v Nu W I s Dml baeraen I s FI FI claeedrllpn lPMNa,AB 1 TOW DSPF Casadb TVAa Pam«.r /:/ PgaM anal 7 FLI Ora« Dxe Dr*d bleeer 41/7 D«a k_l_I q214-0:3 rt M0ee X n ub Y» Pump sal « Dnaro H gN Mwa Grrv.d. 'TANK GPM Ft. FL SEPARATION DISTANCES EgSeptic ❑ Holding ❑ S.T.E.P. ❑ Other. To Septic • Lift Holding PubnUPrNal M 1tl1" �.., /A c. ty From TankStation Tank Sewer Line /C I 11e5 000 Gel waw I`6 —, -- est HpVE sd PVvsl« IQQ',t.LIFT EAbsotption STATION �. Maralacrur« La L ra � a Ga F««d«iarl Qq 1 -3), 'PM rr b M 'P « Hroh.a«« M«m Al Q(/ Y1 Pl MSL el Elach""Pacaans Part br Cudsn Dr:n one N � --' Ra a« -- 4 BENCH MARK Laamn «a DeemFe�m #,,/•7 ' ewe ins aIle n c sf`d�n � s ac _ i�f F.g" 1©0.t FL Enginee�sSta`p S OF qC'9 M r•e .. 3 & 3 ENGINEERING 17031 Eagle River Road, No a �/ Inspections performed by: a es: 1 ���7 DIP KI"r, Allsk 77411 ntServicesDepartmentApproval Developm9 ROBERT C. COWAN Q f ��� CE -8301 A,� Date: Reviewed and approved by "' (Rn ILMI PERMIT No. SW030306 PACE 2 OF 3 Municipalityof Anchora e DEPARTMENT OF HEATH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.0 Box 196650 • Anchorage, Alaska 99519-6650 • Te�l'ephone: 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL TRACT Al, LAKE HILL ACRES #5 P.I.D. No. 051-122-73 � Jy \ P` Q � v 3�v � o0 UNDEVELOPED J I i I 1 SEWAGE PUMP I IN CRAWL SPACE I B TBM 11 HDPE 15EPTICATANK I DRIVEWAY ETH#I • TMT B 3 EDROOM I I COs DBLI & DBL2 HOUSE IWI T1 ISI 4INI I`1 Z 10'x25' GUY EASEMENT I TI 92 ��/ APPROXIMATE LOCATION Li i / UNDEVELOPED � 100' WELL RADIUS cox SCALE. 1' - 40' / Q-6 \ A~ ` I� per` OBERT C. COWAN ..�4! KE DRIVE ,ygf:L CE -8801= MIRR0R PERMIT NO. SWO30306 PAGE 3 OF 3 Municipalityof Anchorage DEPARTMENT OF HEATH 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 LEGAL TRACT Al, LAKE HILL ACRES #5 P.I.D. NO. 051-122-73 ST1 ST2 1 102.3' FINAL GRADE NEW 99.4' 1000 GALLON POLYETHYLENE SEPTIC TANK 2" INSULATION 99.1' CO1 CO2 PMT1CO2 CO1=102.2' = 101.9' FINAL GRADE SR " INSULATION COI = 99.1' CO2 = 99.1' MT1 = 96.4' AL WATER FOUND @ 92.4 87.4' B.O.H. N. T. S. A 8 C ST1 56.5 33.0'— ST2 54.0 34.5 — DBL1 51.5 3 6. 0 — DBL2 51.0 36.5 — TMT 53.0 36.5'— 001 50.0 42.0 — iTT 50.0 44.0 — 0O2 I — 97.0 77.5 " INSULATION COI = 99.1' CO2 = 99.1' MT1 = 96.4' AL WATER FOUND @ 92.4 87.4' B.O.H. N. T. S. MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 8 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519.6650 (907) 343-7904 ONSITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Permit Number: SW030306 Legal Description: 1we HillAcres #5 Tract A1' Design Engineer: 0003 S & S Engineering Owner Name: Robert Paul Date Issued: Aug 11, 2003 Expiration Date: Aug 10, 2004 Parcel ID: 051-122-73 Site Address: 22345 Hilltop Circle Lot Size: 30780 SQ. FT. Owner Address: 22345 Hilltop Circle Total Bedrooms: 3 Permit Bedrooms: 3 Chugiak . AK 99567 - This permit is for the construction of: Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specked in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72 ) and Drinking Water Regulations (18AAC80 ). 3. The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. Received By: Issued By: B. Covered, sealed, and heated to prevent freezing. Date: s (/1/0 3 Date: rJ moidelptility Ut Attthot-iige beVelbpttietit t4vI m bepatihletit building Salely bivision Oil -Site Walet and Was lev4aler Program 4700 South bragaw SI. P.O. box '196650 Anchotage. Ak 99519-6650 w W.cl.anthotage.ak.us (sol) 449-7904 ON-SITr SI=VVEIR/WELL pI=F2MIT APPLICATION xoR A SINGLI= F=AMILY bWELLING Parcel I.D. (7,S/ —I as �1 Permit Number SWU303G16 Properly Mailing address ( Mailing address (2)_L12 Legal description (Lot, block & Sub'd.) Legal description (Section, Township & Range) Lot Size 30, %$0 Acre(!ED tNls APPLICATION Is Poh: bay phone PD -7—I ya2 Zip Code '-It 11.4,rc Number of Bedrooms 75 Sewer Only 9 Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade 0 tIIIS PhOPBRtY CONTAINS: Idol Tub ❑ Jacuzzi ❑ Swimming Pool El Water Softening Unit ❑ therapy Pool ❑ r cbtlity (hat the above Inlormalloh Is torrecl. I further certify (hal this application Is being made for a SlHgle hamlly t y*elllhg and is In accordance with applicable Municipal Codes. S & S ENGINEERING 17034 Eayb River Loop Road No. 204 (Signature of properly owner or authorized agent) Permit trees: Py C o. Waivbt kbes: bale of Payment: $/ 1 S- / o 3 bale bt Payment: hecelpl Number: O 3 of C /z heceipl Number: (Rev. 12/00) W July 31, 2003 ROBERT C. COWAN, P.E. ROBERTA. SHAFER PE. CML ENGINEERS (907)694-2979 FAX(907)694-1211 A mwALLS �"'Y MUNICIPALITY OF ANCHORAGE Development Services Department P.O. Box 196650 Anchorage, AK 99519 SEMER&WATER MkINEXTENSIO S REFERENCE: Tract Al, Lake Hill Acres #5 Subdivision SEMERILWATER INSPECTION It is requested that you issue a permit to install a septic system to serve the existing three bedroom dwelling on the referenced pro erty. -)- q 4 s Ts q OF (Moen er X!- S ej •TO/ Ga t. 4 Ly p 1,1 q,9 . Two test holes were excavated and percolation tests performed. The approximate locations ENGINEE.RINGSTUDIES AWOTEPORTS of the test holes are located on the attached site plan. At the time of excavation 6/9/98, groundwater was found at 9.5 feet. After monitoring, ground water was found at 9 feet. We do not anticipate any adverse effects on neighboring wells, septic systems, reserve WELLISPECTION a FLOW TEST ` areas or drainage patterns by the installation of the proposed septic system. The construction of this system will not prevent any future development on any of the adjacent properties. NTE R.NS If you require additional information, please contact us. Sincerely, ROADDESIGN VRZwafn,P.E. NM TEST RCC/bjj With Enclosures PERCOIATToN TEST 5TRUC%VAL6 LECIWdCAL INSPECTIONS ONSITE WASTEWATER DISPOSNSYSTEM DESIGN 17034 NORTH EAGLE RIVER LOOP • SURE 204 • EAGLE RIVER ALASKA 99577 I" = 40' DESIGN SITE—PLAN CAS r oyf, 1 VNNLn x�. \ Ada Iinn A QNO 0�m0 .�y1 VOai I�) ZO,lm MP a �mr*mm .n§ c')904 m \ m Now71 C7 £ Op bo II II OLn CD II l 1 Ln w v O 1 0c) I o�v —3 O I Ln 0 CrJ rm m �' x > Os 1 O AN Z> N BOO. A r 1 f 'I✓�' VO nc DC WDy EC m 0/ 1 �K n=my r'v N US I o ON yc�o Vo A Y I I Nz Dm 0> fsim m 1 .yam Z ry r�r� 0 Oz rn V I 1 zti Z I •1 N 1 m L4 `7 I~ N ~ u ; w —_� ALT �SITE_�n=e�� 1 O y PROPOSED TRENCH y I _ 0 no xv r0 OA Z� �p O om Ow y ma ti n� DO z C �` s 0 0 ! m / I z X11 i .y+,• �t m I C *Von n• •1�S '• /9++i r z O-0 rri Hip O r y_o � • . n zyn ri: OD ! ofi O KKa m o^ ?ax` nen F r^ •"4" g—Z—v o !� a '' Munlclpallty of Anchorage DEPARTMENT OF HEALTH d HUMAN SERVICES 825 "V Street, Anchorage, Alaska 99502.0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: DATE LEGAL DESCRIPTION: �L<C /Y{�f' /YA C/GS Township, Range, Section: 7iffGFEEPEI)��K� 1 t 2 'r t 3 ,r 4 t ,I t 5 6 7 9 10 11 12 13- 14 15 16 17- 18- 19- 20- COMMENTS 7181920 COMMENTS oiyan/c SiN"SP tea' — I/- TN SITE PLAN WAS GROUND WATER ENCOUNTERED/ _ % t IF YES. AT WHAT 9 r DEPTH? OepW m Waer Mer • �- MoniWing? tv i -T Bale. E rn lode A lila CE4M S R Reading Date Grote Net Time Time Depth to Water Net Drop 12: f2 I S/ ///6 PERCOLATION RATE ' r Iminutevmcnl PERC HOLE DIAMETER TEST RUN BETWEEN t FT AND s— FT PERFORMED BY: l!'.: t" 1 ••��— CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE. F •/ P �;f e Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 `L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMEDFOR: �khrle—IZtP DATE LEGAL DESCRIPTION: Z.ke.N.11,4C/U'0x T rj Township. Range. Section: EP H � SLOPE I k.� E T� ) o veil 1 2- 3- - 3 SiN-fP fl. e: A;1;y 4 PTcAef, (a"a very 5 6 7- 8 t 9 10 11 - 12 5P c -/e.,,, 13- 14- 154 3 1415 16- 17 81920 18- 19- 20 COMMENTS WAS GROUND WATER ENCOUNTERED? A -i s IF YES. AT WHAT r L DEPTH? y p E Depth to Niter Atter 5ee Teir ev"e 2 Monitoring? 11"t i " "64 Reading Data Grote Time Net Time Depth to Water Net Drop ;Ir S cT6 S 1//4 I 16 I o,: is rer •. PERCOLATION RATE y tmmutesnnchl PERC HOLE DIAMETER TEST RUN BETWEEN _ ` FT AND SFT PERFORMED BY: CERTIFY THAT THIS TEST WAS PERFORMED IN / P -S3 .....n.......... ....... «. °�.x eo.n wunrmu R, until ?NFC IN FFFFCT ON THIS DATE GATE. S& ROBEFTTC. COWAN, P.E. ROBERTA. SHAFER P.E. CML ENGINEERS (907)694-2979 FAX(907)694-1211 ALT,,,,&RHMry ON-SITE WASTEWATER DISPOSAL SYSTEM APPROVALS CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS SEWER & WATER MAW EMNSIO S REFERENCE: Tract Al, Lake Hill Acres #5 Subdivision July 31, 2003 SEWER& WATER WrKCTKW GENERAL: 1. The scope of this project includes the installation of a sewage pump, a 1000 ENGINEERINGSTUOES gallon HDPE septic tank, and a trench to serve the existing three bedroom ANGREPORTS residence located on the referenced property. 2. Construction shall be in accordance with the approved site plan and design WELL►SPECIrm drawings, Municipal permit with any special provisions or conditions, and all a FLOWTEST ' applicable State and Municipal Wastewater Disposal Regulations. 3. The contractor shall be responsible for obtaining any necessary underground SITEPIANS utility locates. 4. Unless specifically agreed otherwise, the property owner shall be responsible final grading areas subsequently depressed from soil settling. RDID DESIGNfor 5. Contractors installing wastewater disposal systems must be certified by the Municipal Health Department for system installations. Owners installing their SOLTEST own systems must also receive prior approval from the Municipal Health Department. RMEATION EST SEPTIC TANK INSTALLATION: 1. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. erRucruRAia ►ECKANIM "SPIECTIG"S 2. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. ONSITE WASTEWATER OSPOSALSISTEM DESIGN 17034 NORTH EAGLE RIVER LOOP • SURE 204 • EAGLE RIVER ALASKA 99577 Page 2 Tract Al. Lake Hill Acres 05 Subdivlslon July 31, 2003 3. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. 4. Septic tanks installed with less than 4 ft. of cover shall be insulated. 5. A foundation cleanout shall be installed one to four feet from the building foundation. In the line between the tank and the leachfield there shall be two adjacent cleanouts (unless an effluent pumping system exists within the septic tank). These cleanouts shall be located on undisturbed soil not more than 10 ft. from the tank. The first cleanout, in line, shall be to clean toward the leachfield. The second cleanout shall be to clean toward the septic tank. 6. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. ABSORPTION TRENCHIDRAiNFIELD INSTALLATION: Excavate the proposed trench to the dimensions shown on the design. The bottom of the excavation shall be within 2 inches of level. If the sidewalls of the excavation become smeared, they must be raked or scratched (ruffed -up) before gravel (sewer rock) placement. 2. Once the gravel is installed, the distribution pipe is to be installed level with the perforations faced downward. Gravel is then to be placed over the distribution pipe to provide a minimum of 2 inches of cover over the pipe. 3. A silt barrier must be installed between the final gravel layer and the native soil backfill. Ensure the silt barrier covers the entire gravel surface before placing backfill. 4. Monitor tubes shall be of four (4) inch diameter, installed approximately in the locations shown on the design, and extend a minimum of 12 inches above final grade. The portion of the monitoring tube extending through the gravel shall be perforated from the bottom of the trench to the invert of the distribution pipe. This is equivalent to the effective depth of the gravel as noted on the design. 5. Backfill over the final gravel layer must not be less than twenty-four (24) inches. Insulation must be installed when the backfill depth is less than thirty-six (36) inches. The finish grade over the trench must be mounded to prevent the formation of a depression after settling. Page 3 Tract Al, Lake Hill Acres kS Subdivision July 31, 2003 MINIMUM MATERIAL SPECIFICATIONS: 1. Any septic tank proposed for installation must be constructed by a Municipal approved septic tank manufacturer. 2. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Type of Pine Perforated Solid Cast Iron Yes Yes ASTM D3034 (PVC) Yes Yes ASTM F810 (HDPE) Yes No ASTM D2662 (ABS) Yes Yes Use of a type of pipe other than listed above must be approved by the inspecting engineer. 3. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal). 4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Femco, or equal). 5. A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between the final leachfield gravel layer and the native soil backfill. 6. All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing the #200 sieve. 7. When sand is being used as a filter material, its gradation specifications must conform to current M.O.A. or D.E.C. requirements, which ever requirement applies. INSPECTIONS: Typically there will be a minimum of three (3) inspections required during the installation of the wastewater disposal system. These inspections will occur as follows: Page 4 Tract Al, Lake Hill Acres 05 Subdivision July 31, 2003 1. The first inspection must be conducted after the excavation of ditches, pits, trenches, or beds and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled before this inspection. 2. The second inspection must be conducted after the placement of the silt barrier, gravel, distribution lines, standpipes, cleanouts, and insulation, but before the . placement of any other backfill. 3. The final inspection is to occur upon final grading of the property. Often there will be more than these 3 inspections required. Especially with the installation of multiple trenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a pre - construction meeting will take place on-site. The inspecting engineer will not coordinate, direct or control in any way the contractors activities. The owner shall contract with the contractor to perform the work outlined in these specifications and plans and in accordance with the attached M.O.A. permit. There will be no contractual arrangement existing between the contractor and S & S Engineering. S & S Engineering shall be the ownees representative and will inspect the work as stated above to document the contractors activities. Final acceptance of the contractors work rests with the owner and the M.O.A. S & S Engineering shall have no liability to the owner or to others for acts or omissions of the contractor or any other persons performing work on this project or the failure of the contractor to carry out the work in accordance with these construction documents. S & S Engineering's inspecting engineer will not be responsible for the construction means, methods, techniques, sequence, procedures or the safety precautions incident to this project. CONTRACTOR/INSTALLER Municipality of Anchorage Department of Health and Human Services 0* 825 "L" Street Rick Mystrom, P.O. Box 196650 Anchorage, Alaska 99519-6650 Mayor http://www.ci.anchorage.ak.us April 3, 2000 Robert Paul 705 Muldoon Road, #118 Anchorage, AK 99504 Subject: Lake Hill Acres 95, Tract A SW990166 Parcel ID: 051-122-73 The subject permit #SW9901tkPissued by this office for a single family well and/or on- site wastewater system, is due to expire 365 days after it's issuance on June 30, 1999. If this is a well permit and you have drilled the well, a well log must be sent to this office for documentation of the installation and to close the permit. If this is an on-site wastewater system and a licensed Professional Engineer has inspected the installation, the original as -built inspection report must be sent to this office for review, approval and documentation. All inspection reports must be submitted within 30 days of construction completion. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by the expiration date. However a new permit can be issued free of charge for a second year if the application for the renewal is received on or before the date of expiration of the original permit for which a fee was paid. When applying for a new permit after the original permit has expired or for more than a second year, the fees are: $320.00 for an on-site wastewater permit and $120.00 for a well permit. If you have any questions, please call this office at 343-4744. Sincerely, James oss, PE Program Manager On-site Services enc: Copy of Permit MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On -Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM f WATER SUPPLY PERMIT Renewal Permit Number: SW990166 Date Issued: Jun 30, 1999 Expiration Date: Jun 29, 2000 Parcel ID: 051-122--Ig— Legal Description: LAKE HILL ACRES #5 TR A Design Engineer: 0024 Eagle River Engineering Services Site Address: Owner Name: Robert E Paul Lot Size: 30780 SQ. FT. Owner Address: 705 Muldoon Road #118 Total Bedrooms: 3 Permit Bedrooms: 3 Anchorage , AK 99504-0000 This permit is for the construction of: ❑✓ Disposal Field ❑✓ 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 calling (907) 343-4744 ( 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 is a renewal of permit #SW980217 issued 7/2/98. Received By: Date: Issued By: 1 v yi ""a� Date: to 3o QC? Eagle River Engineering Services Louis Butera, P.E. P.O. Box 773294 (907) 694-5195 tel Eagle River, AK 99577-3294 (907) 694-3297 fax June 23, 1999 Jim Cross, P.E. Manager, On -Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Lake Hill Acres #5 Tract A Narrative & Permit Application Dear Mr. Cross: RECEIVED JUN 25 1999 D Pt tHealth y& Human Seof rvices We are applying for a renewal of the exisiting permit for this lot with a downsizing to 3 Bedroom capacity. The proposed =11 myleptic system will have very limited impact on adjacent properties for the following reasons: The surrounding lots are large, allowing sufficient room for septic sites. 2. Immediate neighboring septic systems are all +30' distance. 3. Reserve space is adequate, due to absorption capacity. 4. Drainage will not be affected and is not a major consideration in our design. If you have any questions please call our office at 694-5195. Sincerely, Louis Butera, P.E. \1997\98 -036a -NAR EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 Eagle River, Alaska 99577 (907) 694-5195 ERES Project No.: 98-036 Calculated By: LB Date: 6/23/99 Legal: Lake Hill Acres #5 Tract A Single Family 3 Bedroom Dwelling Shallow Trench Subsurface Wastewater Disposal Field Water use at 150 gallons per bedroom = Percolation rate = Wastewater application rate = Required absorption area = Trench width OM = Gravel depth (D) = TEST HOLE 1 450 gallons 6.5 minutes per inch 0.8 gallons per day per square foot 563 square feet 5 feet 2.5 feet Required length = Shallow trench factor' Required absorption area / W Shallow trench factor = (W + 2) / (W + 1 +2 D) Shallow trench factor = 0.64 Total Excavation Depth = 5.5 feet Required length = 72 feet OF A•�gs�o� ............................... ........................ LOUIS A. BUTERA; CE -6735 . •' C�pG 0�� pROFESS��NP��� 98 -036 -cal 2:49 PM6/23/99 Eagle River Engineering Services Louis Butera, P.E. P.O. Box 773294 (907) 694-5195 tel Eagle River, AK 99577-3294 (907) 694-3297 fax SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM LEGAL: Lake Hill Acres #5 Tract A 6/23/99 A. GENERAL 1. The well and septic plan are for a single family residence only. 2. The drawing and or site plan shall be a part of this specification. 3. All materials and workmanship shall meet the Anchorage Department of Health and State Department of Environmental Conservation requirements. 4. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer. 5. All excavations and depths are advisory and are to be verified in the field by the contractor to meet Municipality of Anchorage, Department of Environmental Conservation requirements. 6. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any adjacent multi -family wells. 7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. 8. It is always recommended that a surveyor locate the nearest lot line position and the location of any easements. 9. Any remaining open test hole excavations shall be filled. B. SEPTIC TANK 1. Septic tank shall have a minimum capacity of 1000 gallons and be of MOA approved design. C. TRENCH I. The trench is to follow the natural land contour to maintain uniform total depth of the trench bottom. 2. The bottom of the trench shall be level, plus or minus 1.5". 3. The total depth of the trench excavation is not to exceed 5.5' at any point. 4. The effluent line within the trench shall be laid level within 0.03'. 5. The trench gravel is to be covered with typar fabric material. 6. Soil or combination of soil and extruded board insulation to a depth of 3' or equivalent is to be placed over the leachfield. 7. The area over the trench is to be finish graded to prevent ponding of surface water runoff. 8. The septic tank and leachfield must not be closer than 100' to any existing private well, 150' to any Class "C" well, or 200 feet to any community well. RECOMMENDED LEACHFIELD DIMENSIONS: TOTAL DEPTH= 5.5' GRAVEL DEPTH = 2.5' under pipe, 2" over pipe TRENCH LENGTH= 72' TRENCH WIDTH= 5' SOIL RATING= 0.8 GPD/ft5 BEDROOM CAPACITY = 3 Bdrm SEPTIC TANK = 1000 Gallon Twenty-four (24) hours notice required for all inspections. \1997\98 -036b -spec +200' All Wells and Septics G r 36;1.� a"47 e 10' X 25' GUY ESMT m APPROX. a0LOC. 433 t N II Prop Souse � Sijje r Prop Driveway 1000 GGI. Septic Tank 2 0 "'. WellV - "rte -oma �o o 100� — — - —-10' UTNTY EASEMENT NO KNOWN CURTAIN DRAINS +200' All Wells and Septics 176.69 / S62'45'S0"W ® - TEST HOLE Dr. 1' • - MONITOR TUBE 0 - SEWER CLEAN OUT L&eShore -0 - WELL — — - EASEMENT +100' from Well t0 Ne'i�gfhbor Septic - PROPOSED LEACH FIELD +100' from SeQtic t0 Neiftor well - EXISTING LEACH FIELD WELL/SEPTIC SITE PLAIN LEGAL: Lake Hill Acres #5 Tract A OWNER: Schmelzer CONTRACTOR: N/A JOB# 98-036 1 DATE: 6/17/98 1 SCALE 1" = 40' EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 EAGLE RIVER, AK. 99577 (907) 694-5195 FAX.- (907) 694-3291 OF -"qs��o * :49TH Ar ^ LOUIS A. BUTERA Q )is. '. CE -6736 p�ESS10NP"\: 1��a-t® �a-te�r delis, ]Cnc. P.O.�ox 8'71218 SiSiasilla, I-�K 99687 1 ZiYELL LOG _ Legal Description Block Lot Property Owner Name & Address: Lake Hill Acres #5 Tr A Harold Schmelzer _ 825 Lucas Road Wasilla, Alaska 99654 Parcel ID 05112216 Borehole Data: Depth Method Of Drilling:}{ air rotary, ❑ cable tool Soil Type & Thickness & Water Strata From To Casing Type: stQQ] _Wall Thickness 2 5;inches silt, rocks 0 12 Dlameter­Eje_inches, depth=feet Llner Type: none Diameter Inches, depth feet damp silt, sand 12 28 Casing Stickup Above Ground: 2 feet Static Water Level (from ground level): 21 at gravel, silt 28 32 Pumping Level:—feet afterhrs. pumpinggpm Recovery Rate: 1 5 gpm silt, sand, gravel 32 63 Method Of Testing: a: ri-nst Well Intake Opening Type: ❑ Open End ❑ Open Hole gravel, fine 'sand;: waterr 63 82 1xScreened; Start 77 feet Stopped 82 feet ❑ Perforations Start feet Stopped feet GroutType: Volume Depth; from feet, to feet Pump Intake Depth: feet Pump Size hp Brand Name Well Disinfected Upon Completion? ❑ Yes Al No Method Of Disinfection: Comments: Permit 11 SW980217 ;Date issued 7/02/98 Date started 8/11/98 Date finished 8/12/98 roca9�e �'Ac,Pir Delp 1 r ("� MUNICIPALITY OF ANCHORAGE PAGE 1 OF DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 82511L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW980217 DATE ISSUED: 7/02/98 DESIGN ENGINEER:EAGLE RIVER ENGINEERING SERVICES EXPIRATION DATE: 7/02/99 OWNER NAME:SCHMELZER HAROLD L OWNER ADDRESS:825 LUCAS ROAD WASILLA, ALASKA 99654 PARCEL ID:05112216 LEGAL DESCRIPTION: LAKE HILL ACRES #5 TR A LOT SIZE: 26977 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) . (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: RECEIVED BY: 6� �*/DATE: C r + ISSUED BY: Eagle River Engineering Services Louis Butera, P.E. P.O. Box 773294 (907) 694-5195 tel Eagle River, AK 99577-3294 (907) 694-3297 Fax June 17, 1998 Jim Cross, P.E. Manager, On -Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Lake Hill Acres 45 Tract A Narrative & Permit Application Dear Mr. Cross: The proposed well and septic system will have very limited impact on adjacent properties for the following reasons: 1. The surrounding lots are large, allowing sufficient room for septic sites. 2. Immediate neighboring septic systems are all +30' distance. 3. Reserve space is adequate, due to absorption capacity. 4. Drainage will not be affected and is not a major consideration in our design. If you have any questions please call our office at 694-5195. Sincerely, Louis Butera, P.E. \ 1997\98-036-xna.DOC Eagle River Engineering ,Services Louis Butera, P.E. P.O. Box 773294 (907) 694-5195 tel Eagle River, AK 99577-3294 (907) 694-3297 fax SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM LEGAL: Lake Hill Acres #5 Tract A 6/16/98 A. GENERAL 1. The well and septic plan are for a single family residence only. 2. The drawing and or site plan shall be a part of this specification. 3. All materials and workmanship shall meet the Anchorage Department of Health and State Department of Environmental Conservation requirements. 4. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer. 5. All excavations and depths are advisory and are to be verified in the field by the contractor to meet Municipality of Anchorage, Department of Environmental Conservation requirements. 6. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any adjacent multi -family wells. 7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. 8. It is always recommended that a surveyor locate the nearest lot line position and the location of any easements. 9. Any remaining open test hole excavations shall be filled. B. SEPTIC TANK 1. Septic tank shall have a minimum capacity of 1250 gallons and be of MOA approved design. C. TRENCH I. The trench is to follow the natural land contour to maintain uniform total depth of the trench bottom. 2. The bottom of the trench shall be level, plus or minus 1.5". 3. The total depth of the trench excavation is not to exceed 5.5' at any point. 4. The effluent line within the trench shall be laid level within 0.03'. 5. The trench gravel is to be covered with typar fabric material. 6. Soil or combination of soil and extruded board insulation to a depth of Y or equivalent is to be placed over the leachfield. 7. The area over the trench is to be finish graded to prevent ponding of surface water runoff. 8. The septic tank and leachfield must not be closer than 100' to any existing private well, 150' to any Class "C" well, or 200 feet to any community well. RECOMMENDED LEACHFIELD DIMENSIONS TOTAL DEPTH= 5.5' GRAVEL DEPTH = 2.5' under pipe, 2" over pipe TRENCH LENGTH= 95' TRENCH WIDTH= 5' SOIL RATING = 0.8 GPD/ft5 BEDROOM CAPACITY = 4 Bdrm SEPTIC TANK = 1250 Gallon Twenty-four (24) hours notice required for all inspections. \1997\98-036-spec.doc EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 Eagle River, Alaska 99577 (907) 694-5195 ERES Project No.: 98-036 Calculated By: LB Date: 6/16/98 Legal: Lake Hill Acres #5 Tract A Single Family 4 Bedroom Dwelling Shallow Trench Subsurface Wastewater Disposal Field Water use at 150 gallons per bedroom = Percolation rate = Wastewater application rate = Required absorption area = Trench width (W) = Gravel depth (D) = TEST HOLE 1 600 gallons 6.5 minutes per inch 0.8 gallons per day per square foot 750 square feet 5 feet 2.5 feet Required length = Shallow trench factor ` Required absorption area / W Shallow trench factor = (W + 2) / (W + 1 +2 D) Shallow trench factor = 0.64 Total Excavation Depth = 5.5 feet Required length = 95 feet _o C/)..- .' 4-9 TH '•,9a �, LOUIS A. BUTERA.: ,O 'n •, CE -6736 �04W PROFESSON"�ov '6�' / S -1,F 98-036-cal.xls 3:17 PM6/16/98 SINGLE FAMILY ON-SITE WORKSHEET ERES PROJECT NUMBER: 98-036 CALCULATED BY: LB R DE LEGAL DESCRIPTION: Lake Hill Acres #5 Tract A NUMBER OF BEDROOMS: 4 WATER USE PER BEDROOM: 150 GALLONS PERCOLATION RATE: 6.5 MINUTES PER INCH DEPTH TO GROUNDWATER: 9.5 FEET DEPTH TO IMPERMEABLE LAYER: 14 FEET USABLE SOIL ST ATA ANTICIPATED DEPTH OF COVER: 3 FEET TOTAL USABLE PTH: 5.5 MOUND OR BED SYSTEM USABLE SOIL STRATA DEPTH: 2.5 WASTEWATER APPLICATION RATE: 0.5 GAUSQ.FT ABSORPTION AREA REQUIREMENT: 1200 SQ.FT MINIMUM BED LENGTH 12 FEET WIDE BED 100 FEET 15 FEET WIDE BED 80 FEET TRENCH SYSTEM WASTEWATER APPLICATION RATE: ABSORPTION AREA REQUIREMENT: SHALLOW TRENCH OPTIONS 5 FEET WIDE TRENCH EFFECTIVE REQUIRED TRENCH DEPTH (FT) LENGTH (FT) 1 131 2 105 2.5 95 3 NA 3.5 NA 4 NA DESIGN SPECIFICS FIELD SYSTEM: GRAVEL DEPTH: TRENCH OR BED WIDTH: LENGTH: TOTAL EXCAVATION DEPTH: 98-036-cal.xls 0.8 GAUSQ.FT 750 SQ.FT DEEP TRENCH OPTIONS 3 FEET WIDE TRENCH EFFECTIVE REQUIRED TRENCH DEPTH (FT) LENGTH (FT) 4 NA 4.5 NA 5 NA 5.5 NA 6 NA 7 NA 8 NA 9 NA 10 NA S (B=BED, S=SHALLOW TRENCH & D=DEEP TRENCH) 2.5 FEET 5 FEET 95 FEET 5.5 FEET 3:17 PM6/16/98 +200' All Wells and Septics /1250 Gal. c Tonk / \ _ I -L I I I 1110' / p 27 IH' o Pro House a Site > Prop Driveway rn Ln -O- Prop— Well Site — — — — Lakeshorer' NO KNOWN CURTAIN DRAINS +100 from Well to Neighbor Septic +100' from Septic to Neighbor well WELD SEPTIC SATE PLAN +200' All Wells and Septics ,27 N — TEST HOLE • — MONITOR TUBE o — SEWER CLEANOUT -0 — WELL — — — EASEMENT — PROPOSED LEACHFIELD — EXISTING LEACHFIELD LEGAL: Lake .Hill Acres #5 Tract A OWNER: Schmelzer CONTRACTOR: N A JOB 98-036 1 DATE: 6 17 98 SCALE 1" = 40' EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 EAGLE RIVER, AK 99577 (907) 694-5195 FAX: (907) 694-3297 OF• 44 4 p© * ;49TH *` .................... . %._„r...�. a ..... ... � • LOUIS A. BUTERA 0 �•. CE -6736 Municipality of Anchorage �•r""""'�'N•••�..• e DEPARTMENT OF HEALTH & HUMAN SERVICES ��..` ....ww.....•..w ••�� 825 "L" Street, Anchorage, Alaska 99502-0650 Louis A. Buten 1j SOILS LOG — PERCOLATION TEST �$'M,� CE6138 PERFORMED FOR: Scti��ZU �J DATE PERFORMED: 6 ,— LEGAL DESCRIPTION: Vw�G %/�fy�l�-S Township, Range, Section: SLOPE SITE PLAN E 7-H1 1 FE Tl 1 Ol9ad/c y N 2 r 3 ,r S�-SP 4 rHr , 6- 7- 9 79 1U ' WAS GROUND WATER C .__C� ' ENCOUNTERED? , 11 s L IF YES, AT WHAT DEPTH? 9. S PO 2• ? 12 E 13 Depth to Water After9 s 6– l�_ 98 7 T Monitarino? Date. 14 r# 15- 16- 17- 18- 19- Reading 516171819 Reading Date Gross Time Net Time Depth to Water Net Drop rG— Segl�e� 0116 3 S' 12:12 Sl ///b 6 IZ'y2_ 0..: SS "1,6 y 91M 20 / ,1 PERCOLATION RATE a • (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND S— FT COMMENTS PERFORMED BY:I /`�-���— CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: Ci '/ –�`F 72-008 (Rev. 4/85) Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: ACh Y41e—ZU,/ DATE PER LEGAL DESCRIPTION: �FG nt c�v s - T/tcr// Township, Range, Section: I H� Ae T) o-PvalI SLOPE I-- I t Date Gross Time Net Time " 2 3 4 5 6 7 8 9 10 11 12 13 14 _ 15 16 17 18 is 20 COMMENTS sy-sPsm�,� PTtatf? iawie l/v� C-/ca,4 r� reties 5P C.I4 y7 �ooSe� WaT Form•., 4 TN SITE PLAN WAS GROUND WATER ENCOUNTERED? yly s IF YES, AT WHAT/ L DEPTH? , S— O P b E Depth to Water After S&C 7P✓t 11,1e 2 Monitoring? Date: I Reading Date Gross Time Net Time Depth to Water Net Drop - it^ 3 6•'Y6 sl / s (7:16 ,0 H r% 'Y16 SIf 7,-Jh ) °/a PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT PERFORMED BY: ��CS I ��� �"T��� CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ��- / 6: 72-008 (Rev. 4/85) • '`� Municipality of Anchorage On -Site Water and Wastewater Program (907) 343-7904 Certificate of On -Site Systems Approval Parcel I.D. 051-122-73 Expiration Date: 1. GENERAL INFORMATION: Complete legal description LAKE HILL ACRES #5: TRACT Al Location (site address) 22345 HILLTOP CIRCLE, CHUGIAK, AK 99567 Current Property owner(s) JERE JUST Day phone C/O AGENT Mailing address 22345 HILLTOP CIRCLE CHUGIAK AK 99567 Real Estate Agent STEVE SHARPE W/ COLDWELL BANKERS Day phone 891-3454 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 3 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ® Individual Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for: W;:,t L_ -%-o `K2-,N%JC- f- -9 Distance: g S Received by: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 280 Date of Payment 1/11 020 l Receipt Number 0 $3 y � G COSA# OSC211098 Date: Waiver Fee $ 1180 Date of Payment a 2 1 Receipt Number 0$ � 9 G Waiver # OSV211016 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. Name of Firm: _Garness_Engineering Group, Ltd (GEG) Phone: 907-337-6179 Address: 3701 East Tudor Road, Suite 101- Anchorage, Alaska 99507 Engineer's Printed Name: Jeffrey A. Garness Date: s /3 (2- t In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system in accordance with the guidelines and regulations established by the Municipality of Anchorage and industry practices. The reported results describe the condition of the system/s on the date/s of the evaluation. Separation distances were measured to readily identifiable features. Hidden defects or encroachments may exist that were not identified during the evaluation. The operational life of all wells and septic systems depend upon a variety of variables, including but not limited to, soil conditions, groundwater levels (that may fluctuate during the year), quality of construction (materials and workmanship), and the water usage of the family utilizing the system/s. These conditions can vary, and are outside the control of GEG. Satisfactory test results do not guarantee future performance of the system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of the well or septic system. GEG makes no representation whether an alternative well or septic system can be installed on the property in the event either of the current systems fail to perform adequately in the future. The content of this report is for the sole benefit of the person/party that retained GEG to perform the evaluation. Reliance upon the information provided in this report by any other person or party (including subsequent property purchasers) is not authorized, nor will it confer any legal right whatsoever. 6. DSD SIGNATURE System #1 Approved for -3 bedrooms System #2 Approved for bedrooms Disapproved Conditional approval for bedrooms, #AECC884 (OFf ('gh�Crr�i ON-SITE �m WATER AND with the followir iptllMSE�v\'ATER o PROGRAM By: x" Original Certificate Date: to '�Z( 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 Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet 10-10-12.doc Legal Description: LAKE HILL ACRES #5; TRACT Al Parcel ID: 051-122-73 If more than 1 septic system on lot: COSA Checklist # 1 of 1 Structure served by this system 1 A. WELL DATA ❑ Well log is filed with Onsite (or attached) Date drilled 8/12/98 Total depth 82 ft Cased to 77 ft ❑ Sanitary seal is functioning correctly ❑ Wires are properly protected Casing height (above ground) 18+ in. Date of flow test for COSA 2/19/21 Static water level at beginning of test 16.5 ft. Comments B. TANK DATA Age of tank(s) <2 years Tank type/material HDPE Measured operating fluid level in septic tank NEW ❑ Standpipes/foundation cleanout per record drawing Date of pumping NEW D. ABSORPTION FIELD DATA MOUNDED BED Which system tested (date installed) 513-6/19 ❑ ALL standpipes present per record drawing Total measured depth from grade 4.2 ft (max) Measured depth to pipe invert from grade 2.6 ft (min) ❑ N/A — pressurized field ❑ Monitor tubes go to bottom of effective. If not, state depth into effective Well production at time of test 2.2+ gpm Water storage tank volume N/A gallons Well disinfected for coliform test? ❑ Yes ❑ No ❑ Coliform bacteria is Negative Nitrate 1.3 mg/L ❑ Nitrate less than MRL (ND) Arsenic ug/L ❑ Arsenic less than MRL (ND) Collected by GEG,LTD. Date of Sample 2/18/21 C. LIFT STATION ❑ Required maintenance completed Age of lift station <2 years Lift station material HDPE Comments: Adequacy test date NEW Results []J Pass For *3 bedrooms Fluid depth prior to test *NEW in Water added NEW gal New depth NEW in Elapsed time NEW min ❑ Code -required soil cover over field Final fluid depth NEW in Absorption rate "450+ ❑ System presoaked p 9Pd (Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) N/A date of test) Gallons introduced gallons if yes, enter date Comments/Deficiencies: 'SEPTIC ADEQUACY NOT REQUIRED; HOWEVER, ADDED 494 GALLONS TO DRAINFIELD WITH ALL MT'S REMAINING DRY. COSA Checklist yellow sheet 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' []✓ *50+ Community Sewer Manhole/Cleanout > 100' ❑ Yes if No ft ✓M Yes if No ft Neighboring Tank > 100' El Yes if No ft Private Sewer/Septic Line > 25171 Yes if No ft Absorption Field on Lot > 100' ❑ Yes if No *50+ ft Holding Tank > 100'0 Yes if No ft Neighboring Absorption Fields > 100' ❑ Yes if No *50+ ft **85 Animal Containment > 50' rv� Yes if No ft ❑ Yes if No ft 0 Yes if No ft Water Service Line > 10' F-11 Yes if No Manure/Animal Excreta Storage > 100' If septic tank is under driveway Community Sewer Main > 75' M Yes if No ft M Yes if No ft 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 *50+ ft Property Line > 5' ***5 ft Yes if No ft Wells on Adjacent Lots: ft Absorption Field > 5' ❑✓ Yes if No ft Private Wells > 100' ❑ Yes if No *50+ ft Water Main > 10' Q Yes if No ft Community Wells > 200' 0 Yes if No ft Water Service Line > 10' F-11 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' M Yes if No ft If absorption field is under driveway comment below Property Line > 10' ❑ Yes if No ***5 ft Wells on Adjacent Lots: Water Main > 10'✓[] Yes if No ft Private Wells > 100' ❑ Yes if No *50+ ft Water Service Line > 10'[j✓ Yes if No ft Community Wells > 200' ❑✓ Yes if No ft Surface Water > 100' ❑ Yes if No *50+ ft F. ENGINEER'S COMMENTS *THIS IS AN ADVANCED WASTEWATER SYSTEM. REQUIRED SEPARATION DISTANCE IS ONLY 50 FEET TO WELLS AND SURFACE WATERS. '*MEASURED 90 FOOT TO ADJACENT PROPERTY DRAINFIELD. SEE ATTACHED WAIVER REQUEST. **'ONLY REQUIRED 5 FOOT FROM DRAINFIELD TO LOT LINE FOR AWWTS. G. ENGINEERS CERTIFICATION OF p��.• r' 1' 64 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.'-- a0 .Je'f ey nes,: C53 c�� Q FPIe t47,1 • ��o� 4 COSA Checklist yellow sheet 4Q4 p o\ `7 o rofess+on y Go #AECC884 O�DOO�QQa MUNICIPALITY OF ANCHORAGE ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and 6& - entered into as of this 2- 7 Day of Ae of 20,x; ` , by and between &-?,I��� � ; ;° , 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 pennission to the Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as ��j l _d; located at (legal description) e- 2. Maintenance, Repairs and Alterations. (Owner is required to read, understand and initial each section) Throughout the tern of this Agreement, the Owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the Municipality or the manufacturer's representative. The AWWTS shall be maintained in a satisfactory condition capable of performing as designed and producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. It shall be the responsibility of the Owner- during the term of this Agreement to pay for all repair(s), maintenance, adjustment(s), replacement costs, and inspection costs. This includes an annual maintenance fee (typically $400 to $600). ,' Owner agrees that only maintenance and repair personnel approved by the Municipality or the manufacturer's representative will inspect and make any necessary maintenance, repairs or permitted alterations to the system. Owner acknowledges that regular maintenance of an AWWTS reduces the potential failure of the system, which could include sewage backup and costly repairs or drainfield replacement. (rev. 05/18/2018) Page 1 of 3 - Owner acknowledges that the Municipality may request records of maintenance and repairs from the manufacturer's representative or maintenance provider. %rOwner acknowledges that the fine for failing to maintain and repair- an AWWTS may be cJ y assessed in accordance with AMC 14.60.030. >C = Owner agrees to grant the Municipality reasonable access to test and inspect the j AWWTS. The Municipality will give at. least 24-hour notice. 3 Owner agrees that any sale or transfer of title of the property will not occur without a flew rY Certificate of On -Site Systems Approval. Owner agrees that the AWWTS installation and maintenance requirements as provided t1 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 STATE OF A—LASKAA, Z—:,D 0 D\ ) ss. THIRD JUDICIAL DISTRICT The foregoing instrument was a 202j, by Ra4AW w L NOTARY PUBLIC FOR My Commission expires: Date: e) ledged before me this ? G day of Feb —1 -(5- Edi Andrevv Wayne Lut; lNotary Public i. Pinal County, Arizoi;�,. My Comm. Expires 04-15-2b, Commission No. 5844-02 MUNICIPALITY: (signature) (rev. 05/18/2018) Date: (print name) Title: Page 3 of 3 Maintenance Checklist., Advanced Treatment System Operational Chack|i��Advanced Treatment System Legal Description: _~ Street Address: ' - Service provided on: Date: 2e Time: Service provided by: Company: _,I Employee:. Date oflast service: By: You Other 1.Type ofAurnco|Treatment System: Cat U-8onoCe|Treatment System Cat III -AeroCell Treatment System 2.Conditions o1media filter: TIJAuoaptabe L1 Unacceptable a. Evaluate presence ofodor within 1Oftofperimeter ufsystem: �l�� " Strong []Chon�� ��Sour b. Source o(odor, ifpmsen 3. Manhole Risers and Pipe Caps: 1E Acceptable UUnumm[tab|o � � a, Cnve�sintacL ��.en Q No b. Method of securing cover c Insulation present on all |ido? kT'�eo .7 No d.Any plumbing leaks orwater intrusion: F-IYno 37mo e. Surface water/infiltration into components: El Yes <1N o 4.Venting/Air supply:' L] Unacceptable - e.Air supply unit operating pnopedy ��Yes LJNo U. Venting appears operable, ��Yos LJ No ` 5Media surface: ��Acoeptable r-7- Unacceptable a. 8iome| on surface, �°,' LJ [JNo b. Uniform spray pattern. Yes Li No d. Ponding in/on media. YeoNo ' o.Plugging/clogging ofnozzles. PYao No ` [ Media appears \obesettling. 0\eo ETNo g. Appropriate maintenance performed. KFYeo F-1 No - mm h.Effluent quality a. Effluent odor after passing through media filter: None Mild Strong ~ b. Effluent color after passing through media filter: Clear Brown Black � , ^ . Z473OChugiukDrive [h h 99567, office/fax: (907) 688-94]] EmaiLARM5emices4K@outkook.com (PAGE 1cd3) ' ' . 7. Tasks for recirculating/discharge flows: ❑ Acceptable ❑ Unacceptable a. If applicable, Jandy valve functioning: ❑ Yes ❑ No N/A b. If applicable, Jandy Valve basin dry: F1 Yes ❑ No N/A c. Cleaned collection system in Aerocell unit: ❑ Yes ❑ No ❑ Not Necessary d. Design recirculation ratio: 80 : 20 e. Actual recirculation ratio (Estimated): 8. Purnp System: 't Acceptable❑Unacceptable -es a. Control panel in Auto: W,, El No b. Timer settings IFS Panel (No Override timer): Q<Yes ON: _?= Ott v--, OFF: (7;0,v --\ \ Override ON: Override OFF: . c. Floats in correct placement: Yes ❑ No d. Floats working properly: Yes ❑ No e. High water alarm operational: [Yes ❑ No f. High water alarm count:_ g. Pump run counts: h. Pump run time: �Z# rt i. Effluent Filter serviced: _&�]Yes ❑ No j. Tank lids secured after inspection: 0 Yes ❑ No k. Weep hole functional: 'Yes ❑ No 9. Primary Tank:-,F:PKcceptable ❑Unacceptable a. Sludge and scum level checked: Yes ❑ No b. Sludge/Scum levels: 1st: -22 2nd: 1 3rd: 01 N/A c. Tank needs to be pumped: ❑ Yes Tf}�o d. Water softener backwash discharging on system? ❑ Yes ❑ No e. How many people live on the system?: % f. Tank lids/caps secured after inspection: Yes !J No g. Last Date Tank pumped: 10. Drainfield: a. Type of Drainfield (circle one'.. 5 -wide Deep Trench b. Design Effective depth:�eet c. Checked Liquid Levels in Drainfield: Yes i❑ No MT#1 Liquid Level: Inches MT#2 Liquid Level: _ Inches MT#3 Liquid Level: Inches MT#4 Liquid Level: Inches d. Is there any surfacing effluent?: ❑ Yes o 24738 Chugiak Drive *Chugiak, AK 99567 office/fax: (907) 688-9433 Email: ARMServicesAKCoutlook.com (PAGE 2 o 3) 11.|sthe remote monitoring system functioning? (if no, describe incomments) LJYes LINO -' a.Type ofMonitoring system: 12. Does this system receive an advisory notice/warning? (if so, describe in comments) Yes 'rT^O 13. Is the system in satisfactory condition/pass inspection? (if no, describe in comments) NO Other ComrQents: Ci rpj�tp / U Service Provider: - ~j Date: —lei ' 24738 ChugiakDrke 4K99567 Jeo< IA "I Municipality of Anchorage ' Development Services Department Building Safety Division ti Onsite Water 8 Wastewater Program 4700 South Bragaw St. 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 9� �p Parcel I.D. D51- OA -'33 HAA# nJr�blo alp 1. GENERAL INFORMATION Expiration Date: 3— % -06a Complete legal description LAKE HILL ACRES SUBDIVISION N5: TYPE OF WASTEWATER DISPOSAL: TRACT Al. Individual On-site 0 Location (site address or directions) _22345 HILLTOP CIRCLE • CHUGIAK. AK 99567 Current Property owner(s) ROBERT PAUL Day phone 244-6995 Mailing address 22345 HILLTOP CIRCLE • CHUGIAK. AK 99567 Lending agency Day phone Mailing address Real Estate Agent SUSAN WESTLUND w/ PRUDENTIAL VISTA Day phone 688-8000 Mailing address 16635. CENTERFIELD DRIVE • EAGLE RIVER, AK 99577 Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 2 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Individual On-site 0 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 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 tiles 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, SUITE 101 " ANCHORAGE, AK 99507 Engineers 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 In accordance with ADEC and MOA DSD Guidelines Q 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 Phone 337-6179 Date k 1 30oS </ Approved for bedrooms. Disapproved. Conditional approval for bedrooms, with the following stipulations: OF 50' � c ,X: WATER AND WASTE • PROGRAM Attachments: �J�ii• • • .. . •' • 50 ��� HAA Checklist Maintenance Agreements Septic System Advisory Supplemental Engineers Report Well Flow Advisory Other By: t /�% _ _ !N . o Original Certificate Date: 1.2. — -7 '0 5— (RwAml) Municipality of Anchorage ss y '' • Development Services Department ' Building Safety Division OnSse Water & Wastewater Program 4700 South Bragaw SL P.O. Box 198850 Anchorage, AK 99519-8650 www.dAmchorage.ak.us (907) 3437904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: LAKE HILL ACRES SUBDIMSION A15: TRACT Al, Parcel ID: 05-1 — I a % 3 A. WELL DATA 'WELL TESTED BY S&S ENGINEERING. Web type DATE If A, B, or C provide PWSID# N/A Date completed 8/12/1998 Sanitary seal (Y/N) YES Total depth 82 ft. Cased to 77 ft. FROM WELL LOG Date of test 8/12/1998 Static water level 21 ft. Well production 15 — g -p.m -WATER SAMPLE RESULTS: Coliform 0 colonies/100 ml. Nitrate 1.58 mg./L. Well Log (YM) YES Wires property protected (YM) YES Casing height (above ground) 18+ In. AT INSPECTION 010/20/2005 27 ft. 5.0 g.p.m. Other bacteria 0 colonies/100 ml. Arsenic: N/A mg./L. Date of sample: 10/19/2005 Collected by: S&S ENG. B. SEPTIC/HOLDING TANK DATA 'GRINDER PUMP INSIDE CRAWLSPACE Tank Type/Material HOPE Date installed 9/14/2003 Tank size 1000 gal. Number of Compartments E Cleanouts (Y/N) YES Foundation cleanout (Y/N) NO Depression over tank (YM) NO High water alarm (YM) N/A Date of pumping 10/27/2005 Pumper JR'S PUMPING C. ABSORPTION FIELD DATA Date installed 9/14/2003 Sob rating 4Er ft)bdnn) 0_8 System type TRENCH Length 72 ft. Width 5 ft. Gravel below pipe 2.5 ft. Total depth •5.89 ft. Eff. absorption area 563 ft' Monitoring tube YES Depression over field NO Date of adequacy test 11/29/2005 Results (Pass/Fail) PASS For 2 bedrooms Fluid depth in absorption field before test 21 in. Water added 881 gal. New depth31 in. Elapsed Time: 994 min. Final fluid depth 28 In. Absorption rate >= 388 g,p.d. Any rejuvenation treatment (past 12 mo.) (YM & type) TERRAUFf If yes, give date 10/29/05 I' *SEPTIC SYSTEM SIZED FOR 3 BEDROOMS i D. LIFT STATION Date installed "Pump on" level at _in. E. SEPARATION DISTANCES Size in gallons High water alarm level at in. Cycles tested Meets alarm & circuit requirements? SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankAtft station on lot 100'+ Absorption field on lot 100'+ Public sewer main N/A On adjacent lots 100'+ On adjacent lots 100'+ Public sewer manhole/cleanout N/A Sewer /septic service line 25'+ Holding tank N/A SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 50+ 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 108+ Building foundation 10'+ Water main N/A Water service line 10'+ Surface water 100'+ Driveway, parking/vehide storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION l` �!. • ,C,9s I certify that 1 have determined through field inspections and a9t review of Municipal records that the above systems are in ' .. ..... • ... • • •... • •' conformance with MOA HAA guidelines in effect on this date. e A. G mess. Engineer's Printed Name JEFFREY A GARNESS 4a CE— Date I l) 3a1oS 11�3r? •i!i „ • 6 d'Orot•••w"d HAA Fee E LA-Iki�- Date of Payment Cf� Receipt Number �iL Mk (mre. 12/01) Waiver Fee $ Date of Payment Receipt Number Was 11/11/2005 01:24 as wa a� a� /1 PRUDENTIALREALESTATE PAGE 01/01 ASBUILT =LARD 6 A550CIATL5 LANI! JU{tvrAI4, o��-�• I HEREBY CERTIFY THAT I HAVE SURVEYED THE SCALLEN`3o y tipF A����` FOLLOWING DESCRIBED PROPERTY [.Iw�iYitl.�lfS r. 4!.SaY.�ifd� 7.000 .9� DATES r Q'� , AND THAT NO ENCROACHMENTS &ST EXCEPT AS s/_�f� i v tn��., �y�• INDICATED. 1T 15 THE RESPONSIBILITY OF THE i..•: „„�, OWNER TO DETERMINE THE EXISTENCE OF ANY GRIDAl�xe'Z - �y+t,r/ .1� � EASEMENTS, COVENANTS, OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDED SUBDI-'A"'.. VISION PLAT. UNDER NO CIRCUMSTANCES SHOULD F& ofd a�rs-dote ANY DATA HEREON BE USED FOR CONSTRUCTION OFFENCE LINES, OR FOR ESTABLISHING BOUND- DRAWN ARY LINES. ■■ i■ 11/30/2005 6S IDOA� ' *r sOOEIT G COWAN �a CE -8801 A"FO# / - MMA& Wx" M�206&cw ftW14« ljx •Sero" RMCMauSrvael E++ FVOMs pMWOLnw AR.OrtW s*c wa AINXz:wv •1ktcrr . KOW&, n:r 11:56 6888400 PRUDENTIALREALESTATE PAGE 01/01 P.01 �AOMWA-s 01/a OIL UM Kovember 10, 2005 W?)� rAx(607) a9412t t Robcrt Paul 00 Susan WusilurA Prudectial .lack 11llite 16635 Centerficld n:• #103 Eagle River, AK 99577 REFEI*b CFi: Tr3C1A1: Lake Fill Acres ac 22345 lii!ltop Cit. Dear Mr. Paul, As requested, ti Well 'low rest waa perfOrnled 03 rte water system locvtcd on the referenced propcny on 10::0.2003. The ttXIC Uater level teas measured at 27 feet below the top of the well casing, A melee H•as connected W the wdler system and the flow turned on full. From this ust we fourd the well %, produce S•0 gallons per minute (UM) with 10 feet of draw &Am. This Dow rata is mn guaranteed 10 remain constant_ subsequent variations can occur. Also at your request, water quality was sampled rcr P.l.W.A. The results are enclosed, If you require additional infortwtion please ce�150 us. 5incer;.l., RCCAs Cowan, P.E. ` i 6S IDOA� ' *r sOOEIT G COWAN �a CE -8801 �. =;sem' / ). /• (• i IIRSTOnf� +�� >�'oL.IPY-fit >E� • 1>Da1 NOF" E40U "A LOOP. 6JRFx4 • WLE wjF IL0.S!(A9X77 11/30/2005 09:54 6888400 av rrurrccJcrru 17M� SGS PAX 1057017001 C>kMr4~ s a s !r.)ca 1b=&* 'pact A l LaloedciD Anes 115 Cmi$nn&ID TAMAITAkeb, AnOSS Ma&k ]&)C= WSW PRUDENTIALREALESTATE PAGE 02/06 7k1f bt$4 1211 P.0:1/04 r, N DaeoMm" ate Alaska Scaadaed Tic" P4labd Docarrme 11/16f1005 1137 Covoccod Det►►ltme 10/19/1004 15:00 ItrodcedDatelriee IM0200S 11:04 iicbsicalDic"or StcobaC.T& SU=4-Rlb- ..al�5cl'ed "1j 200.11- DewcUbk amW®t of (r is matDCoOoeatMwm or" is tbo umpk $ aoadctoetabla Aib.rdk 3R Ar1yd 3araracrr Wcadtt Kg, Lbkg "good Cmaiacrm ill Dum Das: tmr NiWiwN O.IOOU 0.100 myl, EPA 3532 C IMAM AZS metals M4edow" as Cm= 114 5.00 me/1, SM20 234B D • 11m3LOS III" TK Private Zpayldual Aealveis Momisem 20.OU 20A vert, EP2al H 11Lb310511/13/05 SC, 'A "coy LOO 1.00 Well. 13200.8 B (.0 0) IlAi/0s 1JMM TK Arxado S.00U SAO 9402 Srio0.1 B 0.10) ILQW SIMM TK bxe = 929 3.00 VOL BPM! B (.6-2000) 1 Uovw 11101/05 TK Cadmieue &MU 0500 art MAI B (ofi IIAM Ilium$ TK calcium 21100 500 OWL E32W.8 a Mew 11AM" TK Cbftmi m 1.00U !AO eSOL VMS B 0100) IlL03m5 MOM SM Cay3er $41 1.00 091L 67200.1 a 90-1300) 1UO3LO5III" TK IM 440. • 230 W% E3200.8 B (x++3001 ILWW II/OM TK Lead 3.15 6200 VOL MW.t B (0015) 11A3AS II)OW TK Muyecaimo 11200 SOA twit, 53100.8 B 11AI103limum5 TK Mseyaaee 4S8 1.00 lot "me B (<-501 11103AS IIAMW TK Pbupbww 200U 200 "L irloo.9 B I1AMM ILow TK dlaride 0.193 0.100 mw1L EPA300.O C (44M IoL76l4i RM Floeride 0.10011 0.100 mvL h7ASo.0 C (44) IMAM M4 IN0etthem SODU 500 Ww/1. 53200.8 B 1l/03A5 llm&OS TK Sdrffiaea 3.00U S.00 USOL FPl00.t B (Owl 11/03/04II/Mm TK solea 4530 Soo OS/L 1P2W.8 B (4-250000) aft" 11/1/04 TK 11DWOR 4600 200 WDLL EP2002 a 1110510511/13/M SCL Sawn IAOU 1.00 V*L 32200.8 B (4-100) IV03MS 11/13/05 SCL TOnnroca 1.00 U 1.00 0vt 0,200.8 B (.0-M 11101005 IMM TK SWIAtc 572 0.100 me/L EPA3010 C (c -a50) IWMM5 DDN Tmc 210 S.00 VVL !3200.8 B (4-5000) 11/0.$10! Iliam TIC 11/30/2005 09.54 6888400 =J tNUIrCCKINLI SCS AdI 1057037001 Clot llaae S & $ Fwd" PnvieG Nomm TrW Al Lek*A AMU 03 Clkd S"&PW m Tool A] 7 ahb0! Aa= SS itanix Dliati Wzvr PRUDENTIALREALESTATE/ b`J4 1211 PAGE AN DukkIWmu are AImIo Seand:aeb 7100 lcfaeedD690711 a 11/162005 11:57 aa«sed D*kniue 10/198005 15:00 PACO" Darelr'me 19f29/M 11:94 Teeietwb'vame Stich" C.Uo ADMOMe P" Amba* P.rne� Reds fQx Una M.6.d Comimefm LLis Dm Dem ba Private Sndivi&4al Analvsis Toe9 Diaeobed So1W1 178 10.0 myL swo z"w A (4+500 1020/05 SSC N'w.kel 119 200 "1 Emma B (4--100) 11107/051Imm TK H= AbaWtY no lOd IWL SIQQ 3530L A 10917/15 SSC CO3 A%nflnid 10.0 U 10.0 MA SHW 23208 A 1027/*9 15C off A11MWIY 10.o V 10.6 mdL S1A20 3220D A 1027105 SSC Coadmomw 210 IAO Wnlmkm 9M20251= A 5080105 ISC PH t03 0.100 pU Icily EPA 150.1 A (63-t31 102405 , [SC AOoiloibe 92.0 I0.0 wvt SUM 23208 A 1027/05 LSC TOTAL P.04 11/30/2005 09:54 6888400 ...... I �..w aa•.+., roa cn�trccnlw st%ds -IN sm RCJ 1036762001 Clwtwmt S k S ft000dng 9raOoNmew 7ractMIAloa611AM1403 C7lcuSrRtiD7 x2oft TAdAILauEil1AWONOS Dick* Wamt PWM 0 SM*lo Rmwkr PRUDENTIALREALESTATE PAGE 04/06 907 694 1211 P.M/W All OUNMmo m Nub StIA&W Timc 9rlu.d Drdfl.e 10119aoo3 10:48 co➢ecoed vaterome 101105005 13:05 RmdvtdDftwrf a WHIMS 9:34 TlclawlD4ecocc Caok"CTAC ASWbk " AN175h h�rcYr M POL tlni4 Melod Cs mk" ID L'mde Dw Dw `p 1.ItrasN lit 0.100 weft. ZPA 1S7.2 Il(4101 MIMS AZS kttomebiazow. Labseaca+rr TOW Lblifmm loll LOS TLE