HomeMy WebLinkAboutRABBIT CREEK VIEW & HEIGHTS BLK 8H LT 14ARabbit Creek V iew &Heights Block 8H Lot 14A #020-581-18 Community Development Department Page 1 of 4 On -Site Water and 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 it Number: OSP131459 PID Number: 020-581-18 7/1 New 7 Unnrnrie Larry Carter cress 94, _8QQ4 Robert I Rabbit Creek View & of 3 8H 14A SEPARATION DISTANCES To From Septic Tank Absorption Field Lift Station Holding Tank Sewer Line Well 148.2 181.9 162.7 N/A 136.8 Surface Water 100+ 100+ 100+ N/A Lot Line 38.1 29.5 38.1 N/A NA Foundation 8.69 41.3 22.3 N/A Curtain Drain 50+ 50+ 50+ N/A Remarks AL1 r-2tOc / Installer Richie Contracting Inspector Pannone Engineering Services 3SORPTION FIELD ❑ Deep Trench Z Shallow Trench ❑ Bed ❑✓ Mound ❑ Other II Rating Total depth from original grade 4 GPD/SF +4 FL pth to pipe invert from original grade Gravel depth beneath pipe. +4.5 Ft. 0.5 Ft. added above original grade - Gravel length 7.0 Ft. 25 Ft. ivel width Beds: Number of Lines I Distance between lines 5.0Ft.j 0 otal absorption area Number of trenches- Dist. between t 125 Ft 1 'ANK ❑ Septic El S.T.E.P. ❑ Holding ❑ Other lanufacturer Capacity Anchorage Tank/ Orenco 1 1 Steel ST Orenco I 250 'ump on level at IPump off level at High water alarm at 2 43 in. 40 in.1 45 'ump make and model Electrical Inspections performed by P2005 Home Inspections Plus 'IPE MATERIAL Housetotank 3034 Tank to drainfield 3034 Drainfield 3034 CO/MT 3034 BENCHMARK (Assumed elevation) 100ft Inspectiona Location and description dates: 07/24/14 2 n 07/24114 3" 07/25/14 4" 07/25/14 House FF COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Approval: Approved nsnection Reoort Date Date 49 TH i�even nnor�e rN r •' �___,°° LIMIT OF FILL / (RESERVE SYSTEM) - WELL (E) �. .0 RESERVE DRAIN FIELD (P)/ --- 29 i NEW PRIMARY DRAIN FIELD - 25.OLF x 5'W x 0.5'ED x +4 0 TD M2AREA - - '� 1 29LF x 9W INFILTRATION AR M1EA \ \ -- ---- TH-2 -' - - - 1 NEW 15009 S E.P. TANK - LIMIT OF FILL LS2 WITH AX 20 POD AND (PRIMARY SYSTEM) \ AUXILIARY PUMP VAULT LS1 \ - - \ FC A 31ER - — B ---- HOSE Wim_ W � W \ L T 14A 181.9 15A p . 4-148.2 �� \ SEPTIC AREA 3� TH-i _ - I WELL (P) -T-- 7�T�T NOTES: PAMONE ENG SVC, LLC DRAWING P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 RABBIT CREEK VIEW & HEIGHTS, BLOCK 8H, LOT 14A MARK SLAUGHTER ROBERT DRIVE PLAN ANCHORAGE, AK 99516 M �M. 23 - _��� \\\ Date OFA/-,4 � . s/18/15 %yP , • �9+� Scale TM °� %1 420-581-18 ven •RPanno.' PERMIT N0. CE 8149.. c��% OSP131459 2 OF A B FC 8.0 T1 11.0 53.5 LSI 19.5 61.0 LS2. 23:3 65.3 M1 43.8 82.3 M2 63.6 103.8 23 - _��� \\\ Date OFA/-,4 � . s/18/15 %yP , • �9+� Scale TM °� %1 420-581-18 ven •RPanno.' PERMIT N0. CE 8149.. c��% OSP131459 2 OF SPECIAL PROVISIONS TO SPECIFICATIONS 1. ALL CONSTRUCTION WAS INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON-SITE WASTEWATER DISPOSAL SYSTEMS AND ATTACHED PES SPECIAL PROVISIONS. 2. SCOPE OF WORK: INSTALLED NEW 1500g S.T.E.P. TANK W/ AX20 POD AND AUXILIARY PUMP VAULT. INSTALLED SOIL .ABSORPTION SYSTEM. INSTALLED WELL. 3. GROUNDWATER WAS ENCOUNTERED AT A DEPTH OF 1 .0 FOOT BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE. AN APPARENT WATER TABLE WAS NOT OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 1 .0 FEET BELOW EXISTING GRADE. 2" RIGID INSULATION FILTER FABRIC I " o PERF PIPE W/ 1/8" HOLES DRILLED 18" O.C. DRAIN ROCK 6" ABOVE PIPE INV r 105.7 - MoA TYPE II FILL TO BE PLACED IN 12 -INCH LIFTS COMPACTED TO 80%. i - ia � a w o'w _ u � ---99.3 A%20 PO J a 94.9 1500 g S i.E.P. TANK DESIGN PARAMETERS PRIMARY SEPTIC SYSTEM NO. BEDROOM: 3 (450 gpd) TANK SIZE: i 500g S.T. E.P. W/ AX20 POD & AUX PUMP VAULT PERC RATE: 6-15 MPI SOIL RATING: 4 GPD/SF AREA ROD: 112.5 SF _ SYS. TYPE: WIDE TRENCH 0.5'ED MIN LENGTH: 22.5 LF LEGEND W - WATER LINE/ E.D.; +4.0' TO - WELL RADIUS -1' 1032 J- _ 0.5 0102 7 (ttP) ROCK 2' SAND 1 0 3'1M L 98.7 98.7 i.0 MOA ivPE II FILL• } 0 -1.0 ML 95.7- 9.0LL 2/18/14 -3.0 �� GM MOA ttPE II TRENCH SEE DESIGN PROFILE DESIGN PARAMETERS ERS - IN-SITU INTERFACE NO. BEDROOM: 3 (450 gpd) PERC RATE: 11.7 MPI .SOIL RATING: 2 GPD/SF AREA ROD: -225 SF USE: 29 LF X 9.0' WIDE TOTAL AREA: 261 SF USED: 25 LF X 5.0' WIDE, 0.5 TOTAL AREA: 150.0 SF NOTES: RECORD DRAWING I - SS - NEW SEPTIC PANNONE ENG SVC, LLC P.O. SOX 100217 ANCHORAGE, AK 99510 PHONE (907)-272-8218 FAX (907) 272-8211 RABBIT CREEK MEW & HEIGHTS, BLOCK 8H, LOT 14A MARK SLAUGHTER ROBERT DRIVE DESIGN DETAILS ANCHORAGE, AK 99516 03.2 102.7 - 95.7 ABBREVIATIONS 6"TS&V O1 P) CU 7.0 m SECTION $ ° 2 BOB z 2' RIGID INSOLATION z po FILTER FABRIC F DRAIN ROCK 6" ABOVE PIPE INV _ 0 PERF PIPE W/ MONITOR TUBE NO. F1.25" 1/8' HOLES DRILLED IS' O.C. p l MOA ttPE II TRENCH SEE DESIGN PROFILE DESIGN PARAMETERS ERS - IN-SITU INTERFACE NO. BEDROOM: 3 (450 gpd) PERC RATE: 11.7 MPI .SOIL RATING: 2 GPD/SF AREA ROD: -225 SF USE: 29 LF X 9.0' WIDE TOTAL AREA: 261 SF USED: 25 LF X 5.0' WIDE, 0.5 TOTAL AREA: 150.0 SF NOTES: RECORD DRAWING I - SS - NEW SEPTIC PANNONE ENG SVC, LLC P.O. SOX 100217 ANCHORAGE, AK 99510 PHONE (907)-272-8218 FAX (907) 272-8211 RABBIT CREEK MEW & HEIGHTS, BLOCK 8H, LOT 14A MARK SLAUGHTER ROBERT DRIVE DESIGN DETAILS ANCHORAGE, AK 99516 03.2 102.7 - 95.7 ABBREVIATIONS 6"TS&V O1 P) CU COPPER DIP DUCTILE IRON PIPE TH TEST HOLE FC FOUNDATION CLEAN OUT T# TANK CLEAN OUT NO. C# CLEAN OUT N0. M# MONITOR TUBE NO. R. 1. RIGID INSULATION DCO DOUBLE CLEAN OUT DV DIVERTER VALVE FS FLOW SPLITTER BEG BELOW FINISH GRADE OG ORIGINAL GRADE FG - FINISH GRADE TS&V TOPSOIL AND VEGETATE 5/18/15 *: 4 ..* NTS ..... . . .. 'I'/••..I P.I.D. NO 020-581-18 Steven (28 Pannone % PERMIT NO. )CE 814 / OSP131459 Sheet 1`� �OFESSIONP4� 3 OF 4 4" JIM 4" PUMP - SLIDE SEC - OF 6" F OVER THIS CONNEC-. TO PRO\ SHEER PROTECTIOiN- EXTEND TO BRIDGE EXCAVATION ADVANTEX DESIGN ADVANTEX „A }/g" STAINLESS STEEL CABLE 6" 0 -CHANCE ANCHOR (GLAV.) OR BALLAST (12,000LBS TOTAL) TYP, OF 4. PASSIVE AIR RECORD DRAOING PA 80XTES:01010217 ANC ANCNG HORAGE, 99 0 ^: OF A/, Cate PHONE (907) 272-8218 FAX (907) 272-8211 iq�p --v Scole *l� NTS . ..... .. .... P.I.D_ NO RABBIT CREEK VIEW & HEIGHTS, BLOCK 8H, LOT 14A020-581-18 MARK SLAUGHTER �10 Steven R Pannone PERMIT NO. P t CE 814 OSP131459 ROBERT DRIVE �+ SITE SECTION ANCHORAGE, AK 99516 '11���RorEs"���—' Sh4eOF 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 SOILS LOG - PERCOLATION TEST TEST HOLE 2 SLOPE / OR ' X ML SILT GM SILTY GRAVEL LOOSE GM BR GROAWNVEL SILTY BOH DATE PERFORMED: 11/27/13 ` I - 1 \ TH-2 X TH WAS GROUND WATER ENCOUNTERED? Y IF YES, AT WHAT DEPTH? - _ . -7.0' DEPTH TO WATER AFTER MONITORING? -1.0'- DATE: 2/18/2013 TH SLOPE LOT 14A READING HATE CLOCK WATERTIME NETTIME LEVEL NET DROP READING 1 2/10/14 10:40 --- 5.25 --- 2 10:50 10 MIN 6.19 0.94 3 10:50 --- 5.25 --- 4 11:00 10 MIN 6.15 0.90 5 11:00 ___ 5.25 --- 6 11:10 10 MIN 6.10 0.85 PEROLATION RATE 11.7 (minlinch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 5 FT AND 6 FT COMMENTS: Test hole excavated by RICHIE GENERAL CONTRACTING. Prec hole was presoaked. Test run for at least one hour. Last 3 readings reported PERFORMED BY: Steven R. Pannone, P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. NOTES: PANN7�7E+ N `SV LLC s���� ikl Date RECORD DRAWING P.O. BOX O012 54 EANC ANCHORAGE, CK 99510 (��F.A�.gk jj 5/22/15 PHONE (907) 272-8218 FAX (907) 272-8211 ig�P �y+) Scale NTS �.... .. .. ... ...� P.LD.NO RABBIT CREEK VIEW & HEIGHTS, BLOCK 8H, LOT 14A 020-581-18 MARK SLAUGHTER ...... teven R. annone PERMIT NO. ROBERT DRIVE ��004c1 CE 8149 � OSP131459 SOILS LOG ANCHORAGE, AK 99516 `�IlAFOftFESSONp- Sh4eOF 4 Municipality of Anchorage P.O Box 196550 4700 Elmore Road Anchorage, Alaska 99519-6650 (907) 343-7904 Fax (907) 343-7997 htti3://www.muni.org/onsite Planning and Development Services Department On -Site Water and Wastewater Program On -Site Sewer/Well Submittal Comment Sheet Engineer: PANNONE ENGINEERING SERVICE 5/20/2015 -egal Description: RABBIT CREEK VIEW & HEIGHTS BILK 8H LT 14A permit: OSC151229 WellSeptic Completed By: J.Poet ReportType: COSA -he attached paperwork has been reviewed and is being returned for the following reasons: 1. Location and orientation of trench changed from permit. 2. Pump Install Log. 3. Water Samples. 4. Electrical Inspection Report. 5. Do not have Test Hale #2. 6. Please fill in Well Info on checklist. (> Loc.+y-r'�o.�/ IS Tlf� A�-rvRL SuKvt-4'�b �ve.f}-rto-✓ vF TEST �� +�}�VD Oc3(4..tJ r�R PG'!✓'�tlr. oRtC.ln�g� I�sJG,;J wgs p��o BK IPtfav� GPS �r"Foac' corz,,�Eas we e't�; 3) 6T-6 lie +t') `079c/{c n March 2, 2015 Rising Son Electric Services LLC. 36784 Eklutna Lake Rd. Chugiak, AK 99567 (907) 622-6777 Re: 8221 Rober Dr. Anchorage, AK 99516 Lot 14A Block 8H Rabbit Creek View and Heights Two whom it may concern: The lift station at the above referenced address has been wired in accordance with NEC and State/Local codes and is wired to the manufactures standards. Please contact Dakota Keller with Rising Son Electric Services LLC with any questions or concerns at (907) 622-6777. Thank you for your business. S' cerely, ak a� caner Administrator License Number tz84 Specialty Contractor license Number 38497 (907) 622-6777 Alpine Drilling & Enterprises Well Log Permit Number: #SW 131459 Date of Issue: 12-20-13 Parcel Identification Number: 02058118000 Date Started: 7-31-14 Date Completed: 8-1-14 Is well located at approved permit location? x Yes ❑ No Legal Description: Rabbit Creek View Hghts Sock 8H Lot 14A Property Owner Name & Address: Mark Slaughter 6124 Austria Drive Anchorage, Alaska 99516 Borehole Data: Depth (ft) Method of Drilling x air rotary ❑ cable to Soil Type, Thickness & Water Strata From To Casing type: steel Stick -tip 0 2.5 Wall Thickness:.250 inches Rock fill 2.5 5 Diameter: 6 inches Depth: 155 feet Organics & silt 5 h Liner Type: Diameter: inches Depth: feet silt 8 11 Casing stickup above ground: 2_5 feet Static water level (from ground level): 0 feet gravelly silt 11 27 silty gravel 27 gl Pumping level: 220 feet after silt 81 95 2 hours pumping 30 + gpm Recovery Rate: 30+ gpm gravelly silt 95 155 Method of Testin air li t g —� bedrock 155 226 Well Intake Opening Type: ❑ Open End x Open Hole ❑ Screened Start feet Stopped feet ❑ Perforations Start feet Stopped feet Grout Type: bentonite granules Volume: 2 bgs Pump: Intake Depth feet Pump size hp Brand Name Well Disinfected Upon Completion? x Yes ❑ No Method of Disinfection: chlorine tablets Comments: Well Driller: Alpine Drilling & Enterprises PO Box 110496 Anchorage AK 99511 Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve0paneneak.com 22 May 2015 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road P. O. Box 196650 Anchorage, Alaska 99519 Subject: Rabbit Creek View and Heights, Block 8H, Lot 14A Well pump Ladies and Gentlemen: This lot is served by a high production artesian well, with a Grundfos MQ3-45 pressure boosting pump in the mechanical room of the house. No pump or wiring is installed in the well casing, therefore no pump log exists for this well. If you have any questions or concerns, please contact me at 272-8218. Sincerely, Steven R. Pannone, P.E. Owner/Civil Engineer Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 On -Site Water & Wastewater System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP131459 Tax Code Number: 02058118000 Work Type: WellSeptic Permit Effective Dates: December 20, 2013 to December 20, 2014 Design Engineer: PANNONE ENGINEERING SERVICE Subdivision: RABBIT CREEK VIEW & HEIGHTS Site Legal Address: RABBIT CREEK VIEW & HEIGHTS BLK 8H LT 14A G:3341 Owner/Address: CARTER LARRY JAMES (JIM) LIVING TRUST CARTER LARRY JAMES/TRUSTEE 3804 ARKANSAS DR ANCHORAGE AK 995172515 Site Mailing Address: 8221 Robert DR, Anchorage Lot Size in Sq Ft: 31455 Total Bedrooms: 3 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy Y Private Well N Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80). 3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Special Provisions: PRIOR TO CONSTRUCTION: Soils verification test holes shall be completed at 20 feet and 40 feet down gradient from the drainfield. If the results do not substantiate the permitted design, an approved change order shall be obtained prior to construction of the drainfield. Results shall be submitted with the final inspection report. Receive Issued CD± I) MI YN4 ted i^e Ulsed. MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 020-581-18 Property owner(s) Mark Slaughter Day phone Mailing address Site address Robert Drive Legal description (Sub'd., Block & Lot) Rabbit Creek View & Heights, Block 8H, Lot 14A Legal description (Township, Range & Section) Lot Size 31,455 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (M all that apply) _ Absorption Field ❑X Initial ❑x Single Family (SF) ❑X (wlwo ADU) Septic Tank ❑X Upgrade El Duplex El (D) Holding Tank ElRenewal `: e El Dwellings ❑ Privy ❑ ' s , , (SF and/or D) Private Well L Water Storage ❑ DEC 13 2013 THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Use of E.R.S. Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or Permit/Rush Fees: SAO a00 — Waiver Fees: Date of Payment: Date of Payment: Receipt Number: O(o 1 `5 5G\ Receipt Number: Permit No. IDS 171311+501 Waiver No. Permit App_:- :- :L -t: Pannone Engineering Services uc Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@paneneak.com December 19, 2013 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Rabbit Creek View & Heights, Block 8H, Lot 14A Well and Septic System Permit Request Ladies and Gentlemen: I am writing to request a permit to install a well and septic system be issued for this property. The proposed systems will serve proposed three (3) bedroom house. Currently the lot is undeveloped. The proposed system will utilize a 1500g S.T.E.P. tank with an AX20 Pod and Auxiliary Pump Vault. The surrounding lots are served by private wells. There are no wells on surrounding lots within 100 feet of this system. Soils. One test hole was performed by Pannone Engineering Services in November of 2013, and groundwater was monitored for seven days. Ground water was observed at one foot (1.0') below the ground surface after the seven day monitoring period. Per AMC 15.65.060 a drain field may not be installed where the water table during any season of the year will be within four feet of the bottom of the absorption area. As there are sufficient slopes for drainage from this location to sea level it is not possible for ground water to rise above 0' at any time of the year, providing four feet separation at seasonal high ground water. Based on numerous test holes and ground water monitoring performed in the area by PES it is highly unlikely that ground water will rise above its current level at any time of the year. It is my opinion, based on the results of the percolation tests and overall soils appearance; an application rate of 2 gallons/day/square feet should be used for a CAT III wastewater system utilizing ERS. See waiver Request. 1. Soil Absorption System Design. a. See Sheet 2 of the design package. 2. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field. The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage ditches. 3. Topography: The existing topography slopes from the south to the north at approximately 5% - Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 Last Manor, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 Page 2 of 2 10% in the area of the proposed drain field. There are no steep slopes in the vicinity of the drain field. 4. Waiver Request for use of Engineered Receiving Soil (ERS). I am requesting a waiver to the 1992 Code to use the proposed Code Update Section of Engineered Receiving Soils (ERS). Below I will detail my request justifying the use of ERS: a. One test hole was excavated by PES in 2013. The soils logs are attached. Ground water was monitored. b. This design proposes to use two types of ERS. The base soils that will act as an interface between the existing soils and the soil absorption system (SAS) will be MoA Type II or Type IIA, which has a specified gradation per MASS. This interface will be approximately three feet in depth and will be compacted to approximately 80 percent to allow free flow of the effluent through it into the native soil using MoA Waste Water Code application rates. The infiltration area of the interface between the ERS and the in-situ soil was based on the 30.3 minute per inch percolation rate of the in-situ receiving soil. A two foot thick filter sand layer will be placed over the MoA Type II material to act as an interface between the SAS and ERS. c. The SAS is sized assuming a percolation rate of the ERS soil, assumed 6-15 MPI, which gives an application rate of 4 GPDSF. d. The system will protrude above the ground surface. The cover of the system will produce a mound, which will have at a minimum, three to one side slopes and six inches of organically rich soil to promote the growth of vegetation. 5. Drawing Markings: The Drawings are marked "For MoA Review Only". When written notification that the review is complete and that there are no further comments is received from MoA On -Site Department, the note will be removed and "Issued for Construction" drawings will be issued. The proposed installation will not affect the future development of the surrounding or existing lots. There are no surrounding wells within 100 feet of the proposed septic location. If you have any questions or concerns, please contact me at 272-8218. Sincerely, Steven R. Pannone, P.E. Owner/Civil Engineer Mailing: P.O. Bax 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor Ave, Anchorage, A€{ 99501 Telephone: (907) 272-8218 FAY: (907) 272-8211 Col Pannone Engineering Services uc Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@paneneak.com April 22, 2014 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Rabbit Creek View & Heights, Block 8H, Lot 14A Response to Comment No. 2 Dear Jay: I am writing in response to your comment Number 2 date March 3, 2014. Comment: Drainfield — Groundwater Separation: Please provide 6 feet. Response: Water monitoring on February 18, 2014 shows the water to be 1.0 feet below ground level. The bottom of the drain field is four feet above the ground, which provides for a five foot separation to ground water. The intent of requiring a six foot vertical separation to ground water in off peak months is to acknowledge that seasonal high ground water fluctuates. Using engineering judgment is always a must. If the ground water were to rise two feet, it would be surface water one foot deep. This lot has a constant 20 percent slope for many hundreds of feet below this site. It is highly unlikely that surface water one foot deep would occur. Therefore I request judgment be used in applying this "rule of thumb" to ground water separation and your Department allow the drainfield to be constructed as designed with five foot separation to a February ground water monitoring. Approving this waiver will not affect the health of the public or individual. If you have any questions or concerns, please contact me at 272-8218. Sincerely, Steven R. Pannone, P.E. Owner/Civil Engineer Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 M --TM / WELL (E a LIMIT OF FILL -------�- -"- - (RESERVE SYSTEM) -- - - LOT 14A .•---\25.6 "PRIMARY/ RESERVE DRAIN FIELD (P) �. 25.OLF x 5'W x 0.5'ED x +4.0'TD "I 29LF x 9W INFILTRATION AREA x.10.0 \ _... 1500g S.T.E.P. TANK (P) TH 2 — i WITH AX 20 POD AND - -'-- _. AUXILIARY PUMP VAULT GRADE TO DRAIN 5.0 Iv _ �...�_. LIMIT OF FILL MIN (PRIMARY SYSTEM) 30J TH-1 f/ OR�AE WELL (P) SEPTIC AREA (E) CHANGE ORDERES Pt]1`I1�IONE Pmol\G SVC, LLQ.. P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 irrj�p j,t: 49 TM RABBIT CREEK VIEW & HEIGHTS, BLOCK 8H, LOT 14A MARK SLAUGHTERha've'n -F PLAN ANCHORAGE, OBERT UAKIv99516 II++ lj /ZEE '.Y 1 �•Pannope 8149 .R 2/27/14 Scale 1"=50' 020-581-18 3ERM I _TN 0 1 OF 4 la SPECIAL PROVISIONS TO SPECIFICATIONS 1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON-SITE WASTEWATER DISPOSAL SYSTEMS AND ATTACHED PES SPECIAL PROVISIONS. 2. SCOPE OF WORK: INSTALL NEW 1500g S.T.E.P. TANK W/ AX20 POD AND AUXILIARY PUMP VAULT. INSTALL SOIL ABSORPTION SYSTEM. INSTALL WELL. 3. GROUNDWATER WAS ENCOUNTERED AT A DEPTH OF 1.0 FOOT BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 1.0 FEET BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY. 2" RICK, INSULATION BETER FABRIC 1.25" 6 PERF PIPE W/ 1/6" HOLES DRILLED 1B" O.C. DRAIN ROCK 6"ABOVE PIPE INV - MGA TYPE II FILL TO BE PLACED IN 12—INCH LIFTS COMPACTED TO 809. 1500 g S.T.E.P. TANK DESIGN PARAMETERS PRIMARY SEPTIC SYSTEM NO. BEDROOM: 3 (450 gpd) TANK SIZE: 15009 S.T.E.P. W/ AX20 POD & AUX PUMP VAULT PERC RATE: 6-15 MPI SOIL RATING: 4 GPD/SF AREA ROD: 112.5 SF SYS. TYPE: WIDE TRENCH 05ED MIN LENGTH: 22.5 LF ROCK 6"TS&V (ttP) TH-2 p OR _1.0 :80 MOA ttPE II FILLf ML 30 2/18/14 -3.0 --s.D— GM TRENCH SEE DESIGN PROFILE DESIGN PARAMETERS USE: 25 LF X 5.0' WIDE, 0.5' E.D., +4.0' TD TOTAL AREA: 150.0 SF ERS - IN-SITU INTERFACE NO. BEDROOM: 3 (450 gpd) PERC RATE: 11.7 MPI SOIL RATING: 2 GPD/SF AREA ROD: 225 SF USE: 29 LF X 9.0' WIDE TOTAL AREA: 261 SF LEGEND W WATER LINE/ WELL RADIUS — SS — NEW SEPTIC NOTES: PANNONE ING SVC, LLC FOR CONSTRUCTION P.D. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 RABBIT CREEK VIEW & HEIGHTS, BLOCK 8H, LOT 14A MARK SLAUGHTER ROBERT DRIVE DESIGN DETAILS ANCHORAGE, AK 99516 ABBREVIATIONS CU m SECTION m BOJ -s.o TH z 2" RIGID INSULATION111 i T# po FILTER FABRIC o M# t DRAIN ROCK 6' ABOVE PIPE INV t tj DOUBLE CLEAN OUT 1.25" 6 PERF PIPE W/ s FS FLOW SPLITTER 1/8" HOLES DRILLED 18" O.C. BELOW FINISH GRADE � 3:1 ORIGINAL GRADE FG FINISH GRADE TS&V TOPSOIL AND VEGETATE TRENCH SEE DESIGN PROFILE DESIGN PARAMETERS USE: 25 LF X 5.0' WIDE, 0.5' E.D., +4.0' TD TOTAL AREA: 150.0 SF ERS - IN-SITU INTERFACE NO. BEDROOM: 3 (450 gpd) PERC RATE: 11.7 MPI SOIL RATING: 2 GPD/SF AREA ROD: 225 SF USE: 29 LF X 9.0' WIDE TOTAL AREA: 261 SF LEGEND W WATER LINE/ WELL RADIUS — SS — NEW SEPTIC NOTES: PANNONE ING SVC, LLC FOR CONSTRUCTION P.D. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 RABBIT CREEK VIEW & HEIGHTS, BLOCK 8H, LOT 14A MARK SLAUGHTER ROBERT DRIVE DESIGN DETAILS ANCHORAGE, AK 99516 ABBREVIATIONS CU COPPER DIP DUCTILE IRON PIPE TH TEST HOLE FC FOUNDATION CLEAN OUT T# TANK CLEAN OUT NO. C# CLEAN OUT NO. M# MONITOR TUBE NO. R. 1. RIGID INSULATION DCO DOUBLE CLEAN OUT DV DIVERTER VALVE FS FLOW SPLITTER BFG BELOW FINISH GRADE OG ORIGINAL GRADE FG FINISH GRADE TS&V TOPSOIL AND VEGETATE RJL 4.11 . 12/79/13 *: d9'f1i fK NTS o,n ni ?'���� % 020-581-18 even R. Pannone w PERMIT N0. CE 5149 .',ce�� OSP131459 ••..� Sheet PRO FESSIONP�4 ��\""� 2 OF 4 TEST HOLE OR 1 2 ML SILT 3 4 5 GM SILTY GRAVEL LOOSE 6 7 GM BROWN SILTY 8 GRAVEL BOH 9 10 11 12 13 14 15 16 17 18 DATE PERFORMED: 11/27/13 c0i SOILS LOG - PERCOLATION TEST SLOPE X TH LOT 14A \ ail WAS GROUND WATER ENCOUNTERED? Y IF YES, AT WHAT DEPTH? -7.0' DEPTH TO WATER AFTER MONITORING? -1.0'- DATE: 2/18/2013 TH SLOPE READING DATE CLOCK TIME NETTIME 'NATER LEVEL READING NET DROP 1 2/10/14 1DAD •— 5.25 — 2 10:50 10 MIN 6.19 0.94 3 10:50 -- 5.25 — a 11:00 10 MIN 6.15 0.90 5 11:00 -- 5.25 -- 6 11:10 10 MIN 1 6.10 1 0.85 PEROLATION RATE 11.7 (minfinch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 5 FT AND 6 FT COMMENTS: Test hole excavated by RICHIE GENERAL CONTRACTING Prec hole was presoaked Test run for at least one hour. Last 3 readings reported PERFORMED BY: Steven R. Pannone, P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN AC( NOTES: PAMONE ENG SVC, LLC Dote FOR CONSTRUCTION P.O. BOX 102954 ANCHORAGE, AK 99510 �� QF A�gs111 12/19/13 PHONE (907) 272-8218 FAX (907) 272-8211 r�g�P'ytf scale NTS ...... ' P.I.D. NO RABBIT CREEK VIEW & HEIGHTS, BLOCK 8H, LOT 14 / '/ 020-581-18 MARK SLAUGHTER �` 5't e'vern'ft.' a'nnone PERMIT NO. ROBERT I PF�� /I�ji \ �� OSPI31459 SOILS LOG ANCHORAGE, AK99516,fjtl t...ill .."[" Sheet 4 ADVANTEX 4" JIM CAP_ AX20 POD 4" SLIDE SECTION OF 6° PIPE OVER THIS CONNECTION TO PROVIDE SHEER PROTECTION— EXTEND TO BRIDGE EXCAVATION Im.9 ADVANTEX DESIGN 24'' INSULATED I 3/8" STAINLESS STEEL CABLE 6" 0 CHANCE ANCHOR (GLAV.) OR BALLAST (12,000LBS TOTAL) TYP. OF 4. PASSIVE AIR NOTES: PANNONE ENG SVC, LLC < ONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510 .� PHONE (907) 272-8218 FAX (907) 272-8211 RABBIT CREEK VIEW & HEIGHTS, BLOCK 8H, LOT 14A MARK SLAUGHTER DRIVEROBERT SITE SECTION ANCHORAGE, AK 99516 12/19/13 �;�9f� Scale NTS 020-581-18 'ERMIT NO. OSP131459 Sheet 4 OF cap. ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT BETWEEN MUNICIPALITY OF ANCHORAGE AND /)&rV\ S4.oa1tKPr Iz THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this J (o Day of t i of 2,0 JR, by and between OqCk .Say k (er herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Maintenance and Repair Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as located at (legal description). r�Qb1o.+ Cu k VicLu-+Her- tO 8(k 8H LTJY4 2. Definitions. Alteration. Any change to the design or function of an AW WTS that includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Certificate of On -Site Systems Approval (COSA). An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with Anchorage Municipal Code (hereinafter, "AMC") 15.65. These approvals certify that Cod the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AWWTS that were included in the original design which would allow the AWWTS to continue to perform as designed. Permit. An On -Site Wastewater Disposal Permit as required by AMC 15.65 to construct and operate an AWWTS. 3. Term. The term of this Maintenance and Repair Agreement shall begin on the date of approval by the Municipality to operate the installed system or issuance of a COSA, and shall continue while the AWWTS is in use or is operational or until the property is sold or title is transferred by the owner and a new COSA is issued to the new owner or transferee of the property. 4. Alterations. Installation and Removal of Additional Equipment Prior to performing any alterations to an AWWTS, the owner agrees to obtain an On-site Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65. 5. Maintenance and Repairs. A. Throughout the term of this Maintenance and Repair Agreement, the Owner shall maintain their AWWTS in a satisfactory condition capable of producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. The owner shall enter into a service agreement with an AWWTS Co �- service and maintenance provider approved by the municipality and the manufacturer of the AWWTS for the entire term of the AWWTS.. In addition, it shall be the responsibility of the Owner during the term of this Maintenance and Repair Agreement, and any renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. B. Owner agrees to comply with all applicable ordinance, laws, regulations, rules and orders for the AWWTS. C. Upon request by the Municipality, the owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system. When a record of maintenance is documented and maintained by the system vendor, the owner agrees to allow the Municipality access to this information. D. Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60 for improper discharge. E. Owner agrees that only maintenance and repair personnel approved by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. F. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. G. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. �I H. Owner agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AWWTS. 6. Nonwaiver. The failure of either party at any time to enforce a provision of this Maintenance and Repair Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Maintenance and Repair Agreement or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 7. Amendment. A. This Maintenance and Repair Agreement shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality that this Maintenance and Repair Agreement was executed with, and such writing shall be attached to this Maintenance and Repair Agreement as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this agreement, the only authorized representatives of the parties are: a. Owner: / : k Sl b. Municipality: Director Community Development or designated authority C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. col 8. Jurisdiction: Choice of Law. Any civil action arising from this Maintenance and Repair 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 Maintenance and Repair Agreement. 9. Severability. Any provisions of this Maintenance and Repair Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Maintenance and Repair Agreement. OWNER: By: Z&A /ruG (signature) Date: !M rte %nom F IC slave o / (print name) STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT ) The foregoing instrument was acknowledged before me this day of C1 20 `a{ by ,i ta(k- S l at(q h+ -e V— ��111111CA11l1//p �........... Ci 2 TAR. P BL1C FOR ALASKA My Commission expires72nat. lb a01� MUNICIPALITY: By: (signature) Date: (print name) Title: If more than 1 septic system Is on the lot: COSA Checklist # + of + Structure served by this system 1 Certificate of On -Site Systems Approval Checklist 0e0 -.-81-I g Legal Description:. Rabbit Creek Vw and Hts, 1814 I L i l 4 Parcel ID:��"e A. WELL DATA Well type Private If JA, B, or C provide PWSID # . Well Log (Y/N) Y Date completed g1l /',l0 l `y Sanitary seal (Y/N) Y Wires properly protected (YIN) Y Total depthaL�A Cased to { J % ft. Casing height (above ground) 18+ in. B. SEPTIC/HOLDING TANK DATA Tank Type/Material AdvanteX/ Steel Tank size 1500 gal. Number of Compartments 2 Foundation cleanout (YM) Y Depression over tank (Y/N) N Date of pumping New I Pumper C. ABSORPTION FIELD DATA Date installed 7/25/2014 Cleanouts (Y/Nj Y High water alarm (YIN) Y Date installed 7/24/2014 Soil rating (g.p.d./ftz or fe/bdrm) 4 System type Wide Trench Length 25.0 ft. Width 5.0 ft. Gravel below pipe 0.5 ft Total depth 3.0ft. " Eff. absorption area 125 ft Monitoring tube Y Depression over field N Date of adequacy test New Results (Pass/Fail) New For 3 bedrooms Fluid depth in absorption field before test New in. Water added New gal. New depth New in. Elapsed Time: New min. Final fluid depth New Any rejuvenation treatment (past 12 mo.) (Y/N & type) NO in. Absorption rate , New g.p.d. If yes, give date FROY WELL LOG AT INSPECTION /.)_0 t y New Date of test -?/I Static water level 0 A r' es iia,ft. NeW ft Well production d t g,p,m. New g.p.m. WATER SAMPLE RESULTS: Coliform Neg colonies/100 mL Nitrate Q- l OCe mg/L Arsenic / V b ug/L Date of sample: 5/15/2015 Collected by: PES B. SEPTIC/HOLDING TANK DATA Tank Type/Material AdvanteX/ Steel Tank size 1500 gal. Number of Compartments 2 Foundation cleanout (YM) Y Depression over tank (Y/N) N Date of pumping New I Pumper C. ABSORPTION FIELD DATA Date installed 7/25/2014 Cleanouts (Y/Nj Y High water alarm (YIN) Y Date installed 7/24/2014 Soil rating (g.p.d./ftz or fe/bdrm) 4 System type Wide Trench Length 25.0 ft. Width 5.0 ft. Gravel below pipe 0.5 ft Total depth 3.0ft. " Eff. absorption area 125 ft Monitoring tube Y Depression over field N Date of adequacy test New Results (Pass/Fail) New For 3 bedrooms Fluid depth in absorption field before test New in. Water added New gal. New depth New in. Elapsed Time: New min. Final fluid depth New Any rejuvenation treatment (past 12 mo.) (Y/N & type) NO in. Absorption rate , New g.p.d. If yes, give date D. LIFT STATION Date installed 7/25/2014 "Pump on" level at 43 in. Datum Bottom Size in gallons 250 "Pump off" level at 40 in. Cycles tested New Manhole/Access (YIN) Y High water alarm level at 45 Meets alarm & circuit requirements? Y E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot 148.2 On adjacent lots 100+ Absorption field on lot 181.9 On adjacent lots 100+ Public sewer main 200+ Public sewer manholetcleanout 200+ Sewer /septic service line 136.8 Holding tank 100+ Animal containment areas 50+ Manure/animal excrete storage areas 100+ SEPTIGHOLDING TANK ON LOT TO: Building foundation 8`7 Property line 38.1 Absorption field 22.1 Water main 10+ Water service line 10+ Surface water 100+ Wells on adjacent lots 100+ ABSORPTION FIELD ON LOT TO: Property line 29.5 Building foundation 41.3 Water main 10+ Water Service line 10+ Surface water 100+ Driveway, parking/vehicle storage 5+ Curtain drain 50+ Wells on adjacent lots 100+ F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that I have idns_iwd review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name Steven R. Pannone Date 05/19/2015 COSA canary sheet_2-6-15.doc 7. SIS! ir* 1r �atevan �- dririo : w e&'. .CE -6149 : Aoff in. --� Nor—z --- R ¢ Aon,•" ''� � �o 0 w° o 4 t o° W G. 0 ° 10D. O In v E e� w rcc 0CL N var Ld o '°°a000y 0 29 0 COZ 00 p pwO °r Q) 3�� A�d m" mo c a hCY3 °3 4ww ° cyu°dr� OO v to uiZLO y z 'c °�'4)L° JCfl ° °o ICU ¢ ID 40.5 o G r. 3 Na! Z N FN- ro- O .0 m Orn N - S .t.. TAT .j O tib v doLa °L O K1 O �� �',�' �Fj 'L - ° Y r' c T� m m N � �fl o I 9A9 a it 3 m a CL C14 °'° ow c . D �7 m �^ SAS V�S o m y L t O c «m_=E O u L' o yC° mo.da -m Q001 0 0 IV QVI¢ v rEE�°a m �°D 00. E$0oa c� AO r E WHO flw c EN d � Q CC CJS. r, L A• } ,��.: r' Municipality of Anchorage On-Site Water and Wastewater Program -.:;u •1 poi (907)343-7904 s)f E-rY Certificate of On-Site Systems Approval l Parcel I.D. 020-581-18 Expiration Date: �� `� C 1. GENERAL INFORMATION Complete legal description Rabbit Creek View & Heights B8H L14A Location (site address) 8283 Robert Dr. Current Property owner(s) Mark Slaughter Day phone Mailing address 8283 Robert Dr. Anchorage, AK 99516 Real Estate Agent Day phone 2. TYPE OF DWELLING: Q 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 Q Individual Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for: Distance: Received .4 : J�� 7 � Date: 61(�,f 0 it 8 COSA to be released o the engt , o e reque d by the engineer. COSA Fee $ 524, Waiver Fee $ Date of Payment 9 1131 153 Date of Payment Receipt Number C6 318 Receipt Number COSA# 85c ii573 Waiver# 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. In conducting an adequacy test,I attempt to provide a thorough,conscientious engineering analysis of the system in accordance with MoA COSA guidelines and regulations.The reported results describe 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 soil condition,ground water 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 this system. All systems eventually fail and satisfactory test results do not guarantee future performance of the system,nor do they guarantee that there are no hidden defects or encroachments.Therefore we cannot provide any warranty for future performance, nor can we estimate remaining life of the system.The content of this report is for the sole benefit of the owner listed above. Name of Firm Pannone Engineering Services LLC Phone (907) 745-8200 Address P.O. Box 1807 Palmer, AK 99645 Engineer's Printed Name Steven R Pannone Date 9/12/2018 6. DSD SIGNATURE N ..4 System #1 Approved for � bedrooms � �Seven k.'�onnone : � System #2 Approved for bedrooms ' CE-814•9 ,i' Disapproved ‘��i gRg4 * Conditional approval for bedrooms, with the following stipulations: . pS`4'h0 ,, l _s____________7. 7::-- Y Y: S Original Certificate Date: q a ti-i 0 The Municipality of Anchorage Development Services Division(DSD) issues Certificates of On-Site Systems Approval (COSA)based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet_f c If more than 1 septic system is on the lot: COSA Checklist# 1 of 1 Structure served by this system I Certificate of On-Site Systems Approval Checklist Legal Description: Rabbit Creek View & Heights B8H L14A Parcel ID:020-581-18 A. WELL DATA Well type Private If A, B, or C provide PWSID# Well Log (Y/N) Y Date completed 8/1/2014 Sanitary seal (YIN) Y Wires properly protected(Y/N) Y Total depth 226 ft. Cased to 226 ft. Casing height(above ground) 30 in. FROM WELL LOG • AT INSPECTION Date of test 8/1/2014 8/27/2018 Static water level Artesian ft. Artesian ft Well production 30+ g.p.m. 5.7 g.p.m. WATER SAMPLE RESULTS: Coliform Neg colonies/100 mL Nitrate 1 .42 mg/L Arsenic ND ug/L Date of sample: 8/24/2018 Collected by: Forge Engineering Inc. B. SEPTIC/HOLDING TANK DATA Tank Type/Material S.T.E.P/ Steel Date installed 7/24/2014 Tank size 1 500 gal. Number of Compartments 2 Cleanouts(YIN) Y Foundation cleanout(Y/N) Y Depression over tank(Y/N) N High water alarm(Y/N) Y Date of pumping N/A Pumper See Maintenace Report C. ABSORPTION FIELD DATA 7/24/2014Shallow Trench/Mound Date installed Soil rating (g.p.d./ft2 or ft2/bdrm) g.p.d/sf/bdrm) System type Length 25 ft. Width 5.0 ft. Gravel below pipe 0.5 ft. Total depth +4 ft. Eff. absorption area 125. ft2 Monitoring tube Y Depression over field N Date of adequacy test 9/11/2018 Results(Pass/Fail) Pass For 3 bedrooms Fluid depth in absorption field before test 0 in. Water added 450 gal. New depth 0 in. Elapsed Time: 150 min. Final fluid depth 0 in. Absorption rate >= 450+ g p d Non Known Any rejuvenation treatment(past 12 mo.)(Y/N &type) If yes, give date D. LIFT STATION Date installed 7/24/2018 Size in gallons 250 Manhole/Access(Y/N) Y "Pump on" level at 43 in. "Pump off'level at 40 in. High water alarm level at 45 in. Datum Cycles tested Meets alarm&circuit requirements? E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot 1001+ On adjacent lots 1001+ 11 Absorption field on lot 100 + On adjacent lots 100 + Public sewer main 200'+ Public sewer manhole/cleanout 200 + Sewer/septic service line 25 + Holding tank 100 + Animal containment areas 50'+ Manure/animal excrete storage areas 1001+ SEPTIC/HOLDING TANK ON LOT TO: Building foundation 8.69' Property line 10 + Absorption field 101+ Water main 10 + Water service line 10'+ Surface water 1001+ Wells on adjacent lots 100 + ABSORPTION FIELD ON LOT TO: Property line 10 + Building foundation 10'+ Water main 10 + Water Service line 101+ Surface water 100 + Driveway,parking/vehicle storage 10+ Curtain drain 50'+ Wells on adjacent lots 100'+ F. COMMENTS • Forge Engineering, Inc. took water samples. PES performed well flow and and system adequacy tests. G. ENGINEER'S CERTIFICATION . ��0F AL.k I certify that I have determined through field inspections and ;7/21i,.:.. 4' (� '... review of Municipal records that the above systems are in O*: , �i' *$¢fl conformance with MOA COSA guidelines in effect oh this date. Steven Pannone Engineer's Printed Name d .Sleven R. Pannone.. # 9/18/2018 ti .:-.. CE-8149 .. � Date A COSA canary sheet_2-6-15.doc .mom LOT 7A LOT 6A 1416113.04"E 1^ 153'3Eo5emen� O'utt{ifll LOT 5A �0 Clean Out (Typ.) SCALE : 1" = 30' ri LOT 14A anno■""""I mummui 0 BLOCK 8H o' 15' 30' 60' Man Hole moo. Holding Tank o • Y Pipe ent �>�-^I sppectionPi03 a LOT 13A a p df�Wood.'Sun:De gk/ m a f 54.3' n Ili, 2—LEVEL WOOD - .31 .btk• In FRAME RESIDENCE wil I"ON CONC. FOUND. \ Gravel_JDrive O. \ s \ LOT 15A p m 'W. 06 �330 00 o Well 0. NOTE: ,I �1t / ' Distances are measured to wood trim. -5-X62 `1 uo 4zpcOk' I hereby certify that an accurate survey of the following described property: PREPARED FOR: ���`�F'a1,. REPLAT OF RABBIT CREEK HEIGHTS AND RABBIT CREEK VIEW 4. 8H Al%P��" " '..4- SUBDIVISION LOT 14A, BLOCK(2004-91) MARK SLAUGHTER c:, k..�p*::�49� *0t was made on Aoril 16. 2015 and that the improvements AS-BUIL T I. 0 situated thereon are within the property lines and do not overlap or osrsp. encroach on the property lying adjacent thereto, that no /I• i. Let Korabelnikof%: improvements on the property lying adjacent thereto encroach on OM, DATE4/2) GRID the remises in .5P 4/21/tots SW 3341 ,Z4: P question and that there are no roadways, '•.No. 313-$,• r transmission lines or other visible easements on said property except FEE NO. F.B.2015 JOB NO. al•r v~ as indicated hereon. Easements other thou those shown on the 1515 Pa. 10 1517 ++;1�'�i4 record plot may not appear on this drawing. Anchorage Alaska, this 21st day of Aar;, 2015. KARABELNIKOFF SURVEYING 0.,,,,,,-...1 MUNICIPALITY OF ANCHORAGE ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT THIS MAINTENANCE AND REPAIR AGREEMENT,herein the"AGREEMENT"made and entered into as of this i 74". Day of , ,,f)-61,11be( of 20 1.0 ,by and between r /1 i► 1.4 4, , , �.: ,herein the"OWNER,"and the Municipality of Anchorage, herein the "MUNICIPALITY", in accordance with Anchorage Municipal Code (AMC) 15.65.365. In consideration of the mutual covenants contained herein,the parties to this Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. The Municipality grants permission to the Owner to utilize and operate an Advanced Wastewater Treatment System (A WWTS), described as located at(legal description) ?)3. ( ob j- Qc 4nrK ”, //-/ 4h1tCPeaeiJ9‘f/ A/ kV//0 2. Maintenance,Repairs and Alterations. (Owner is required to read,understand and initial each section) ts' . Throughout the term of this Agreement, the Owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the Municipality or the manufacturer's representative. The AWWTS shall be maintained in a satisfactory condition capable of performing as designed and producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. /--7(5-- 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). /(-7.2,>5"- 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. rY Owner acknowledges that regular maintenance of an AW'WTS reduces the potential failure of the system, which could include sewage backup and costly repairs or drainfield replacement. (rev. 05/18/2018) Page 1 of3 _el Owner acknowledges that the Municipality may request records of maintenance and repairs from the manufacturer's representative or maintenance provider. r.. Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60.030. f /75' Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS. The Municipality will give at least 24-hour notice. a� Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On-Site Systems Approval. '6' Owner agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality arc the governing guidelines for the construction,maintenance and repair of the Owner's.AWWTS. 45 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 he 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 O - By: IV41;.:�. %�'o:,G" i' (signature) Date: ‘'f 7;�r c. (print name) � 111-04.,v1/4tuafm .a e STATE OF ALASKA ) ss. TIIIRD JUDICIAL DISTRICT ) The foregoing instrument was acknowledged before me this f/'11"day of S<.p-1'etnllo..c`, 20t13 ,bySit- ^t .rW. . r , uP aut. STATE OF ALASKA � NOTARY PU:L. C FOR ALASKA NOTARY PUBLIC 6•• �;,�` My Commission expires: e tut 1 2CZO Kat Arnold My Commission Expires:August 4,2020 MUNICIPALITY: � By: I !".-� (` - (signature) Date: Q� (print name) Title: (rev. 05/18/2018) Page 3 of 3 Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-mail:stevePpanengak.com • September 24, 2018 Subject: Rabbit Creek View and Heights, Block 8H, Lot 14A Explanation of work performed I am writing to Document the work performed at this property. As this has been extensively documented in emails, I will further present the issues and work performed here. This system was installed in the summer of 2014.The contractor placed poor draining soils (silts and clays from the building foundation excavation) around the ERS system as there are no requirements for the material type or quality to be placed around an ERS mound—this material is generally considered unclassified and incidental to the work. This impervious soils concentrated the effluent within its bounds. On August 27, 2018, Mr. Ben Schiller, P.E. performed an adequacy test of this field.The field was dry at the start of the test and as water was added, the liquid levels rose to completely fill the field.The water levels would lower over time, but not at an acceptable rate. Mr. Schiller, P.E. declared the system in failure. He contacted me to discuss the failure and handed the project over to me. I suspected the cause of the failure was hydraulic mounding due to slow percolating soils and the confining impervious layers surrounding the ERS system. On September 8, 2019, the Owner hired a contractor to remove the silty unclassified fill from the downhill side of the ERS Mound down to the silty gravel receiving soil.The ERS Structure was not touched or disturbed during the process. Clean granular fill (SW/SP—Similar to MoA Type II but without the analysis)was placed on the downhill side of the ERS structure at a 45%slope downward from the top of the distribution pipe.The removed material was placed over the clean granular fill and placed at a 3:1 slope.Six inches of topsoil was placed over the unclassified fill. The Topsoil was Hydro-seeded on July 19, 2018.All work was performed under the supervision of PES's Designer and Field Technician. I was regularly consulted and updated with the status of the project. PES's Field Technician presoaked the field with 750 gallons of water and then added an additional 450 gallons (for a total of 1200 gallons) to test the field.The water levels in the field remained dry during the entire process. No water was observed at the tow of the mound during this test. If you have any questions or concerns, please contact me at 907.745.8200. Sincerely, e . :Steven R. Pcnnone: vd • 0e O Ste.NMp Ade, P.E. Owner/Civil Engineer Mailing: P.O. Box 1807 Palmer, AK 99645 Telephone: (907) 745-8200 FAX: {907) 745-8201 SPECIAL PROVISIONS TO SPECIFICATIONS • 1. ALL CONSTRUCTION WAS INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON-SITE WASTEWATER DISPOSAL SYSTEMS AND ATTACHED PES SPECIAL PROVISIONS. 2. SCOPE OF WORK: INSTALLED NEW 1500g S.T.E.P. TANK W/AX20 POD AND AUXILIARY PUMP VAULT. INSTALLED SOIL ,ABSORPTION SYSTEM. INSTALLED WELL. • 3. GROUNDWATER WAS ENCOUNTERED AT A DEPTH OF 1.0 FOOT BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE. - AN APPARENT WATER TABLE WAS NOT OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 1.0 FEET BELOW EXISTING GRADE. 4Is+� �r f4 7,tp` s RIGID INSULATION �{[+M.'I_14 ..7 .e.Ayi ST�1 CJ 5/-� t G• j FILTER FABRIC •.t�,AC w, I.25'o PERF PIPE W/ •a- G t !' r2,0C.t$ �-=I L(- I/8-HOLES ORR.CED'18'O.C. DRAIN ROCK 6'ABOVE PIPE INV 10 .7 U z.5 o Ts&v '�•]''��� ) 14' ` 1 r 3.2_1-�. -4..0.5 102.7 (TVP) /I9te T l'TI Lt.- •.0 I.-IN ...2,�D I e----- �J T.`DNX 4.0 J:, it TH-2 ".,8.7-- 198.7• m-1.0j� A _ 12�'iVMat eD +J>„,t A.'71jt IAL !-C AC� 5.0'Non TYPE II.FlII• 3� I.O �I-3.0• '�Tot.e9,J(a-lLC. SG�C1<, SLCC>LS t 9.0--I 2/18/14 • MoA TYPE II FILL TO BE PLACED W SECTION W 7 0 AI �� -80 IN 12-INCH LIFTS COMPACTED TO 80%. R. R i RIGIO INSULATIONFtLTER FARICo DRAIN ROCK 6"ABOVE PIPE INVL2$"o PEP.F PIPE YI/ 3 / 1/8-HOLE$DRILLED,8'OC. 6"T$Ial 21 /2' / 105.7 •�iT'P) 3 d z 5 5 08 '7i 12.7 Ir V y^•7 t 4 . ---99.3 luta)PCE( --- 9.0'NOA TYPE II FILL• -98.7 't`• -95.7 94.4 I 29.0 'I ISO q S.T.E.P.TANK TRENCH SEE DESIGN PROFILE ABBREVIATIONS DESIGN PARAMETERS CU COPPER DESIGN PARAMETERS ERS - IN-SITU INTERFACE DIP DUCTILE IRON PIPE PRIMARY SEPTIC SYSTEM NO. BEDROOM: 3 (450 gpd) TH TEST HOLE . NO. BEDROOM: 3 (450 gpd) PERC RATE: 11.7 MPI FC FOUNDATION CLEAN OUT TANK SIZE: 1500g S.T.E.P. .SOIL RATING: 2 GPD/SF T# TANK CLEAN OUT NO. W/ AX20 POD & AUX PUMP VAULT AREA ROO: 225 SF C/{ CLEAN OUT NO. PERC RATE: 6-15 MPI M/' MONITOR TUBE NO. SOIL RATING: 4 GPD/SF USE: R.I. RIGID INSULATON AREA ROD: 112.5 SF . 29 LF X 9.0' WIDE DCO DOUBLE CLEANOUT SYS. TYPE: WIDE TRENCH 0.5'ED TOTAL AREA: 261 SF DV DIVERTER VALVE- . MIN LENGTH: 22.5 LF LEGEND FS FLOW SPLITTER _ USED: • • W• WATER LINE/ BFG BELOW FINISH GRADE • 25 LF X 5.0' WIDE, 0.5' E.D.; +4.0' TD WELL RADIUS • OG ORIGINAL GRADE • TOTAL AREA: 150.0 SF FG . FINISH GRADE SS NEW SEPTIC TS&V TOPSOIL AND VEGETATE • NOTES: • PANNONE ENG SVC, LLC �„-....-.±.....‘\,, Dote . RECORD DRAWING -G.UF AZ'skli P.O. BOX 100217. ANCHORAGE, AK 99510 .le S 5/18/15. /genetzq -REY (• 51,2 PHONE (907) -272--8218 FAX (907) 272-8211 eco.• TM ... •-.,�4 Scale � .. RABBIT CREEK VIEW & HEIGHTS, BLOCK 8H, LOT 14A �� / 020-581018 MARK SLAUGHTER / Steven R. Pannone /PERMIT NO. y ,••...i,_.9,CE 814 •ch."- OSP13t459 ROBERT DRIVE 4t jq.••(� DESIGN DETAILS ANCHORAGE, AK 99516 hkt`,\\\ •`0-�.� -Sheet 4 RUSH . • Municipality of Anchorage On -Site Water and Wastewater Program (907)343-7904 5.0I Certificate of On -Site Systems Approval Parcel I.D. 020—, X18 Expiration Date: 1a� MAY 19 I'll _') �. i zz­ 1. GENERAL INFORMATION Complete legal description Rabbit Creek View & Heights, Block 8H, Lot 14A Location (site addresFNT Robert Drive r Current Propertyowner(s) f+t K- Sletil Gtfz Day phone 63Z' �,W%LJ Mailing address Real Estate Agent Day phone 2. TYPE OF DWELLING: I] 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 0 Individual 0 Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ Waiver/Varianoe request Received by: :?,�� Date: 45 /1a ,�LO 1 S COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 11/169 Date of Payment 5/00/15 Receipt Number 6(,4q /L(6 COSA# OSC1$1aa9 Waiver Fee $ Date of Payment Receipt Number Waiver # 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. In conducting an adequacy test, 1 attempt to provide a thorough, conscientious engineering analysis of the system in accordance with MoA COSA guidelines and regulations. The reported results describe 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 soil condition, ground water 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 this system. All systems eventually fail and satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. Therefore we cannot provide any warranty for future performance, nor can we estimate remaining life of the system. The content of this report is for the sole benefit of the owner listed above. Name of Firm Pannone Engineering Services LLC Phone (907) 272-8218 Address PO Box 100217, Anchorage AK 99510-0217 Engineer's Printed Name Steven R Pannone 6. DSD SIGNATURE —\G/System #1 Approved for bedrooms System #2 Approved for bedrooms Disapproved Date 5/19/2015 Conditional approval for bedrooms, with the following stipulations: By: 0 Original Certificate Date: Thdluni p; y chorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Septic System Advisory Well Flow Advisory COSA bluesheet 7 c Nitrate Advisory Arsenic Advisory Other If more than 1 septic system is on the lot: COSA Checklist # + of 1 Structure served by this system 1 Certificate of On -Site Systems Approval Checklist Legal Description: Rabbit Creek Vw and Hts, S8i4 , L j V4 Parcel A. WELL DATA Well type Private If A. B. or C provide PWSID # _ Date completed ��i �0l(9 (�% Sanitary seal (Y/N) Y Total depth (, 6 ft. Cased to eft. FROM WELL LOG Date of test Q'/1 /_C ( y Static water level © A 14 eS r,, wft. Well production -'� 0 1 g.p.m. WATER SAMPLE RESULTS: Coliform Neg colonies/100mL Nitrate 0JOCnmg/L Arsenic Alb ug/L Date of sample: 5/15/2015 B. SEPTIC/HOLDING TANK DATA Tank Type/Material AdvanteX/ Steel Tank size 1500 gal. Number of Compartments 2 Foundation cleanout (Y/N) Y Date of pumping New C. ABSORPTION FIELD DATA Depression over tank (Y/N) N Pumper Well Log (Y/N) Y Wires properly protected (Y/N) Y Casing height (above ground) 18+ in. AT INSPECTION New New ft. New g:p.m. Collected by: PES Date installed 7/25/2014 Cleanouts(Y/N) Y High water alarm (Y/N) Y Date installed 7/24/2014 Soil rating (g.p.d./ft2 or ftz/bdrm) 4 System type Wide Trench Length 25.0 ft. Width 5.0 ft. Gravel below pipe 0.5 ft. Total depth 3.0 ft. Eff. absorption area 125 ft, Monitoring tube Y Depression over field N Date of adequacy test New Results (Pass/Fail) New For 3 bedrooms Fluid depth in absorption field before test New in. Water added New gal. New depth New in. Elapsed Time: New min. Final fluid depth New in. Absorption rate >= New g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) No If yes, give date D. LIFT STATION Date installed 7/25/2014 Size in gallons 250 "Pump on" level at 43 in. "Pump off" level at 40 Datum Bottom Cycles tested New E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot 148.2 Absorption Feld on lot 181.9 Public sewer main 200+ Sewer /septic service line 136.8 Animal containment areas 50+ SEPTIC/HOLDING TANK ON LOT TO: Building foundation 8.7 Property line 38.1 in. Manhole/Access (Y/N) Y High water alarm level at 45 Meets alarm & circuit requirements? Y On adjacent lots 100+ On adjacent lots 100+ Public sewer manhole/cleanout 200+ Holding tank 100+ Manure/animal excrete storage areas 100+ Water main 10+ Water service line 10+ Wells on adjacent lots 100+ ABSORPTION FIELD ON LOT TO: Property line 29.5 Building foundation 41 .3 Water Service line 10+ Surface water 100+ Curtain drain 50+ Wells on adjacent lots 100+ F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name Steven R. Pannone Date 05/19/2015 COSA canary sheet_2-6-15.doc Absorption field 22.1 Surface water 100+ Water main 10+ Driveway, parking/vehicle storage 5+ 49 Steve k.annor a 3. CE -8149 i �i in.