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Home My WebLink AboutKNIK HEIGHTS BLK H LT 8 Onsite File Knik Heights Block H Lot 8 #017 - 372 - 08 i nspection mepon= i - i - i t.aoc Municipality of Anchorage Community Development Department Page 1 of 2 On -Site Water and Wastewater Program 4700 Elmore St. - P.O. Box 196650 Anchorage, AK99519-6650 • http://www.muni.org/onsite • (907) 343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP181261 PID Number: 017-372-08✓❑ New ❑ Upgrade Name: Spinell Homes Inc ABSORPTION FIELD M Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Address 13130 Bainbridge Road ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 5 0.6 GPD/SF 10.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 3.0 Ft. Gravel depth beneath pipe TOFL Subdivision Block Lot Knik Heights H 8 Fill added above original grade 0.5+/- Fl. Gravel length 2@50 Ft. Township Range Section Gravel width 2.5 Ft. Beds: Number of Lines I N/A Distance between lines N/A Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 1400 Ft2 2 14Ft. Well 100+ 100+ 100+ TANK ❑+ Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer INFILTRATOR Capacity 1500G,1. Surface Water 100+ 100+ Material Number of compartments Lot Line 5+I 10+ I PLASTIC 2 NA Foundation 10+ 10+ I LIFT STATION Manufacturer Capacity Curtain Drain 50+. 50+ Gal. Remarks Pump on level at J:Pump off level in. High water alarm at in. Pump make an del Electrical Inspections performed by Installer PIPE MATERIAL House to tank 3034 Tank to drainfield 3034 POMRANING Drainfield 3034 CO/MT 3034 Inspector Pannone Engineering Services BENCH MARK (Assumed elevation) 92.01`1 Inspection ddates: �" 1013/18 god 10/4/18 Location and description 3°' 10/4/18 4"' 5/31/19 Bottom trim at house point A COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp �� OF A�,4�k Conditional Approval: Date P TH tteven ( annorie CE 8149 Ilk �abAw Approved— %_ _ `' Date 1 i nspection mepon= i - i - i t.aoc DESIGN PARAMETERS \ SEPTIC AREA (E) \ \ PRIMARY SEPTIC SYSTEM f \ \ \ NO. BEDROOM: 5 (750 gpd) \ \ \ \TANK SIZE: 1,5009 �<PERC RATE: 25.4 MPI \ ` \ SOIL RATING: 0.6 GPD/SF \ \ , AREA ROD: 1,250 SF \ SYS. TYPE: DEEP TRENCH - 7.0'ED � MIN LENGTH: 89.3 LF A 10' UTILITY EASEMENT \ 1 USED: U w \ \ ` (2EA) 50 A: 1,400 SF' E.D., 10.0' TD \ \ TOTAL AREA: i,400 SF j Ld T n ran m \ 58 R� RAIN FI \ � 74.0 y HOUSE (2EA] SOLE x 2.5'Yl x 7.0'ED x 10.0'TD DECK O INSTALLED CLEAN OUT AND IIAONITOR TUBE AT EACH ENO ` I I I -7 \ \ \\V71 f T1 F ALL MEASURMENTS ± 1.0' (Ilhi H i A B \ \ u } I LOT 8 111 %a \ f FC 3.0 31.0 \ INSTALLED 1500 SEPTI ' t C TANK T1 17.8 35.9 W FOUNDATION CLEAN OUT EFORE ' ' O MM j� M T2 1 8.1 42.8 \ \ E DCO / FLOW SPIiTTER AFTER p/ c CD DCO 23.3 45.0 o CO C 1 27.3 45.2 M1 26.9 45.30 �� UTILITY EASEMENT FS 28.9 47.40 �_ \ C2 52.0 25.60 I II I Z M2 52.3 26.10 C3 41.5 53.70 M3 42.3 54.50 C4 61.3 36.80 W V7! M4 60.3 35.80 \ \ SEPTIC AREA 00 0 0 0 ZF U 3 3 V O > I. i Z = w o ABOVE PIPE itry J C_ LLp R. V V VEd�-' OG: FG: 4.O It PIPS EA5T:90.0 EAST:90.B FI tFABRIC WEST:89.0 WEST: .5 _ iE5t M0:E +IFl SIFL 6iC a+ rncv+u z 0 1500g ' < SEPTIC TANK T' 0' DRAM ROCK ; WEST: 86.0 PROFILE 9 SCALE:NTS EM WEST: 86.0 Iz n T +a n +n OAiE P. -m. 1- NOTES:/ `®emsDcte RECORD DRAWING PA ONE ENG WC, L �� O� A��t 6/6/2019 P.O. BOX 100217 ANCHORAGE, AK 99510 '�� ""' '9S PHONE (907) 272-8218 FAX (907) 272-8211 0rij�p �y�� Scale le iT i p �� 1"=50' ... ... P.I.D. NO DRAWN: ACP KNIK HEIGHTS, BLOCK H, LOT 8 ..... . , .. , . , 017-372-08 SPINELL HOMES INC r ?(even R. Ponnorie PERMIT NO. 13130 BAINBRIDGE ROAD �� j'•Eq 8149g•',,r�� OSP181261 PLAN ANCHORAGE, AK 99516 ��1F� pFESS Fe She.L 2 2 OF ( i\JISS!ƒ7727kf//2l22§; °(_ 2® G222\ _ F -I / - ; /{i(2 \ \ \ ) /{i(2 GI \ \ \ ) www.sullivanwaterwells.com Pump Installation Log Well Drilling Permit Number: SW OSP181261 Date of Issue 9-5-18 Parcel Identification Number: 01737208000 Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. JN`c1PAL r.0, MUNICIPALITY OF ANCHORAGE R,enr ' On-Site Water&Wastewater Program N0 SF, PO Box 196650 4700 Elmore Road �. • % Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 http://www.muni.org/onsite Dcpdrtiiivni 4 h,ONONPVi. On-Site Water & Wastewater System Permit Permit Number: OSP181261 Effective Date: 9/5/2018 Work Type: WellSeptic Initial Expiration Date: 9/5/2019 Tax Code Number: 01737208000 Site Legal Address: KNIK HEIGHTS BLK H LT 8 G:2836 Site Mailing Address: 13130 BAINBRIDGE RD, Anchorage Owner: SPINELL HOMES INC Lot Size in Sq Ft: 43500 Design Engineer: PANNONE ENGINEERING SERVICES Total Bedrooms: 5 This permit is for the construction of: El Disposal Field 0 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 Received By: \ V16 r Itt Date: r Issued By: , ,v' Date: �� FOR MUNICIPALITY OF ANCHORAGE Community Development Department k 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. 017-372-08 Property owner(s) Spinel) Homes, INC Day phone Mailing address 1900 W. Northern Lights Blvd. #200 Anchorage, AK 99517 Site address NHN Bainbridge Road Legal description (Sub'd., Block & Lot) Knik Heights, Block H, Lot 8 Legal description (Township, Range & Section) Lot Size 43,500 Sq. Ft. Number of Bedrooms 5 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (IA all that apply) Absorption Field H Initial El Single Family (SF) I XC (w/wo ADU) Septic Tank n Upgrade ❑ Duplex (D) n Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well C Water Storage n THIS APPLICATION INCLUDES A VARIANCE /WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: 1-7-g 7 Waiver Fees: Date of Payment: I fiol/g Date of Payment: Receipt Number: Oc1/29 Receipt Number: Permit No. 65Pa c 1'a/ Waiver No. Permit App_:- ::...c Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP181261, Deb Wockenfuss, 09/05/18 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP181261, Deb Wockenfuss, 09/05/18 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP181261, Deb Wockenfuss, 09/05/18 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP181261, Deb Wockenfuss, 09/05/18 E P[a9/VS MUNICIPALITY OF F ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Parcel I.D. 017-372-08 1. Certificate of On -Site Systems Approval GENERAL INFORMATION Complete legal description Knik Heights BH L8 Location (site address) 13130 Bainbridge Road Expiration Date: —t Current property owner(s) Spinell Homes Day phone Mailing address Real estate agent 1900 W Northern Lights Blvd #200 Anchorage, AK 99517 2. TYPE OF DWELLING: El Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex). 3. NUMBER OF BEDROOMS: 5 Day phone 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well El Private Septic n Water Storage ❑ Holding Tank ❑ Community Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ Waiver request for: Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $5� Waiver Fee $ Date of Payment 731%9 Date of Payment Receipt Number,�pp,,�,, 63722? Receipt Number COSA # U1115 C1 ai'lia 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. Reliance on this report by another person is at their own risk. Pannone Engineering Services LLC highly recommends buyers hire their own engineer to evaluate this report. Name of Firm Pannone Engineering Services Address P.O. Box 1807 Palmer, AK 99645 Engineer's Printed Name Steven R. Pannone P.E. DSD SIGNATURE System #1 Approved for bedrooms System #2 Approved for bedrooms Disapproved Phone (907) 745-8200 Date / Q'6196f Conditional approval for bedrooms, with the following stipulations: .. , f!/i,._ By: ��.�--Y Original Certificate Date: C( _10 —� 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 Checklist blue sheet COSA Checklist Legal Description: Knik Heights BH L8 Parcel ID: 017-372-08 If more than 1 septic system on lot: COSA Checklist # of Structure served by this system _ A. WELL DATA K Well log is filed with Onsite (or attached) Date drilled 9r2,i18 Total depth 400 ft Cased to 124 ft ®❑ Sanitary seal is functioning correctly ❑® Wires are properly protected Casing height (above ground) 24 in. Date of flow test for COSA n/a Static water level at beginning of test n/a ft. Comments Well production at time of test n/a gpm Water storage tank volume n/a gallons 'Nell'Jfsin ec ems- oliform test? ❑ Yes ❑✓ No (j Coliform b c� to ' Is gative Nitrate Z`��mg/L ❑ Nitrate less than MRL (ND) Arsenic iN ug/L ❑ Arsenic less than MRL (ND) 'Coll-e-ctedW/Pannone Engineering Services Date of Sample B. TANK DATA C. LIFT STATION Age of tank,0r3n3 ears 9 (s) Y [:1 Required maintenance completed Tank type/material $epic''. Age of lift station years Measured operating fluid level in septic tank n/a Lift station material ❑® Standpipes/foundation cleanout per record drawing Comments: Date of pumping D. ABSORPTION FIELD DATA Deep Trench Which system tested (date installed) ,or<,zo,s Adequa y test date n/a H ALL standpipes present per record drawing Results ❑✓ Pass For 5 bedrooms O Total measured depth from grade e ft max) Fluid depth prior to test in Measured depth to pipe invert from grade 3.5 ft (min) Water added gal ❑ N/A — pressurized field New depth in Monitor tubes go to bottom of effective. If not, state depth into effective Elapsed time min Q Code -required soil cover over field Final fluid depth in ❑ System presoaked Absorption rate gpd (Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) date of test) Gallons introduced gallons If yes, enter date Comments/Deficiencies: 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' El Yes if No Community Sewer Manhole/Cleanout > 100' ❑✓ Yes if No ft M Yes if No ft Neighboring Tank > 100' [, Yes if No ft Private Sewer/Septic Line > 25' M Yes if No ft Absorption Field on Lot > 100' M✓ Yes if No ft Holding Tank > 100' M Yes if No ft Neighboring Absorption Fields > 100' if No ft Animal Containment > 50' Z✓ Yes if No ft 0 Yes if No ft ft If septic tank is under driveway comment below Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' ❑✓ Yes if No ft E✓ Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' El Yes if No ft Surface Water > 100' El Yes if No ft Property Line > 5' El Yes if No ft Wells on Adjacent Lots: Wells on Adjacent Lots: Absorption Field > 5' El Yes if No ft Private Wells > 100' ❑✓ Yes if No ft Water Main > 10' R✓ Yes if No ft Community Wells > 200' ✓� Yes if No ft Water Service Line > 10' (]✓ Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' 0 Yes if No ft If absorption field is under driveway comment below Property Line > 10' F71 Yes if No ft Wells on Adjacent Lots: Water Main > 10' Q Yes if No ft Private Wells > 100' Yes if No ft Water Service Line > 10' n Yes if No ft Community Wells > 200' Yes if No ft Surface Water > 100' 0 Yes if No ft F. ENGINEER'S COMMENTS G. ENGINEER'S CERTIFICATION l certify that / 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. COSA Checklist yellow sheet _._._O �>y/� W / 4 m m min U,yl m C O Z O \ Z m \ N a m �ipC 0 O r V p� Nmi'DOOm-' Z�S m Smp Omm=-t{ 2 mm z N--�m�o1 (On O m m N i A 3 N t y u h go ADtnNni� n c Axo- m x m m N n O T N o O m n y`- -� ..r m mzC.c� �m me Y C7 m=gr �C'f mm�O _= n Nog ZZ�CCYOJJ VVZIIO�OS m w O BAINBRIDGE ROAD r— INz r= Om 41.00 00 ui0 �0 C " n N A Q = C V) O N 00'02'00"1Y 145.00• 10' UnUTY ESui. -r - I 1 I - - - - - - - - - - - - - -I- 1 1 I I of �I I 1 1_ IC �I I� m I I _ I m 1 •� y sx I m al C5 in t.u0 l_ o I m O nC, m�l pO �I r0y 6z 26... I 26.0' I $ I � I O FO 1 � F� I I I I N 02'00'W 145.00' O BAINBRIDGE ROAD r— INz r= Om 41.00 00 ui0 �0 C " n N A Q = C V) O