Loading...
HomeMy WebLinkAboutBRUIN TERRACE BLK 9 TR 1AOnsite File Bruin Terrace Block 9 Tract 1A #016-112-46 (RCv VJ/VG/ 10) Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP211010 PID Number: 016-112-46 Dwelling: © Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: Q New ❑ Upgrade Name Hulquist Homes ABSORPTION FIELD Dee Trench p ❑Wide Trench E] Bed E] Mound Site Address >r/3Vv�-reser. ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 4 0.45 GPD/SF 11.7-12.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 3.7-4.0 Ft. Gravel depth beneath pipe 8.0 Ft. Subdivision Block Lot Bruin Terrace Tract 1A 9 Fill added above original grade 0.5-1.5 Ft. Gravel length 2 @ 50 Ft. Township Range Section Gravel width 2.5 Ft. Beds: Number of Lines N/A Distance between lines N/A Ft. SEPARATION DISTANCES To Septic I Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 1600 Ft2 2 16.5 Ft. Well 100'+ 1001+ I NA NA 25'+ TANK ❑a- Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer GREER Capacity 1250 Gal. Surface Water 100'+ 100'+ NA NA Material Number of compartments I Lot Line 10'+ 10'+ NA NA NA HDPE 2 Foundation I 10'+ I 101+ NA I NA LIFT STATION Manufacturer Capacity I Remarks Gal. Alarm location Electrical installed by PIPE MATERIAL House to tank 3034 Tank to 3034 Installer drainfield Hulquist Home, Inc Draintield 3034 CO/MT 3034 Inspector Pannone Engineering Services BENCH MARK (Assumed elevation) 100.0 ft Inspeection v, 02/16/21 02/17/21 Location and description 2nd ction 3`d 02/18/21 41h 02/20/21 Finish Floor ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Conditional Approval: Date OF AC4s�4 �P,�� 'Le2v n k. ponnorc �� Septic System Approve t,Date 2-1 :_ CE 81,1' Note: this approval does not include well permit requirements. (RCv VJ/VG/ 10) ���o--�_� Z7 q s o O r X m f11 Ci o m 0 Z rn ZZ U) Z y Z p z m rT1 n O rm mp D r- 0 0 Z cm U) nKnKnKn _K (n D' (n -0 � -t Z x Zcunrm0�\z0cmn -I � N C Z �_ (n D N -0 -1 Z -0 Zcci)mF=;0Z -1 Dm ' Dr OX TAW -mm �DvO Dr n� D -K- (n 07 --II m �l �7D DN �Cn P .A L4 W N N i.. mm0 = cn G't O O N 2 n U1 O O 0' C7 o U1 O p o(,n p X r N U) O -q N r -0 D O (n mm O 00 (n0 G7 ^ m o n \ D m cn mm 0-) c'0 0 cCO0 5) '0 '0 Co cWn O O D 0 C4 O c.1 -1, Ca N CO cil 01 -' cD cD f f v v U1 U1 -P CA c0 o (A a . c)) CO U1 it, U1 'P Co —r N IC _K (n D' (n -0 � -t Z x Zcunrm0�\z0cmn -I � N C Z �_ (n D N -0 -1 Z -0 Zcci)mF=;0Z -1 Dm ' Dr OX TAW -mm �DvO Dr n� D m My (nrr7 < (n 07 --II m �l �7D DN �Cn ZJ �N 0-0'0 Dp N0 m 1-i DU, r,AX0 z -G 70(n G)� O—I DN 0 � mg Dx m m70C -D 0 mrnr i.. mm0 = cn G't O = G� m 0 N m O N 0 (it O _Dx N ' (It _� p00 C0 W O 41 N -O N �j O U1 O O 0' C7 o U1 O p W M W l U1 -1 p a -? C� U) tjD p Z7 X r N U) O -q N r -0 D O (n mm O 00 (n0 G7 ^ m o n \ D m cn mm n O Z-0 m \ v q �-0 0 2 cn a Co m— X --' N Co O O p 0 � O 0 / s v A W w_V,_R -DSD i •/ 0 m I � > I / m / 9a I 0 ' / p f > i p o I I D I // D / c° m -TT �m of // U f/o U Mme_ Mi r I J ILn DO u O 3Fi Z / Mi 0m lI �• V � � j � u, M / _ o oo up) (n, ' >m zI D,mCC) Lf) Eo I= m CL()I ice. v D r r / m �d M�. M R �D I Z� Of / Ooh n� I Ivm � v y �C I I D M Z /O) �c� / v i mZo 00 i mos' O D —I N D C7 / r a <-2 I I I Ln DO Oro- i Cm:l E 0 �Dz m 00 r / Z C) / --------- I I I I � >ZT m 7 I D m r p z I- I -ID0 cm mc: eo I I ( mz�om I I =0mrvr �\ / I Im> I I oompz 1 l I W NOTES: PAPdNOPdE ENG SVC LLC (C.l. 1088) REVISIONS DATE RECORD DRAWINGS, P.O. BOX 1807 PALMER, AK 9645 'pcE.OF A<qS , 08/11/2021 7 PHO 1E (907) 745-8200 FAX (07) 745-8201 - h g,. .,q SCALE 1 " = 50' BRUIN TERRACE, BLOCK 9, TRACT IA 9t... P.I.D. NO DRAWN Lac HULTQUIST HOMES INC. o1s-112-4s Steven R. Penn— CE-81 PERI.iIT N0. SITE: NHN FOREST DRIVE �_= oSP211010 SITE PLAN ANCHORAGE, AK 99515OP` E55� SHEET 2OF2 - Pernilt Number: #SW211010 Date of Issue: 1-25-21 Parcel Identification Nttinber: 01611246000 Date Started: 7-13-21 Date Completed: 7-14-21 is well located at approved pemit locati.on? x dyes ❑ No Legal Ilcscriptioii: Bruin Terrace Block 9 Tr 1A Property Owner Name, & Address; Hultquist Homes Inc. 12570 Old Seward Highway Ste 204 Anchorage, Alaska 99515 Borehole Data: Depth (ft) Method of Drilling a air rotary ❑ cable tool Soil Type, Thickness & Water Strata Froin. TO r,asina ty e' steel stick' up 0 silt 2 sill )% grm'el 5 silty sand 19 silt 43 silty gravel 109 silty sand wet 129 gravelly silt wet 180 water sated & grcwel 223 WATER QUALITY TESTING Cofform _LL:!z.9 CoU100mL 'ra ,2.77_ L Arserk ._ ug/ - 2 5 19 43 109 129 180 273 & p -- Wall Thickness: .250 inches Diameter: Ci inches Depth:.,- feet Liner Type: Diaineter: ittclles Depth.: feet Casing stickup above ground.: 2 feet Static water level (froth ground level): 42 feet Pumpi_rt.g level: 220 feet after 2 hours pumping 100 gpm Recovery Rate: 100 ppm. Method (if Testing: t�ir l 226 Well Intake Oper hip type: x Open End ❑ Open Bole ❑ Screened Start feet Stopped feet ❑ Perforatio.ns Start fleet Stopped feet Grout T- pe: liPntorzrtc' gt2ntzcle�s Volume: 1,12g De the Start 0 feet Stopped ? feet Pump: Intake Depth _ feet Pump size _ lip Brand Natne Well Disinfected Vpott. Completion? x'Yes ❑ No Aletbod of Disinfection: -hlorine tahleta Comments, Well Driller: <41pine Drilling tip. Ente7prises PO Box 110496 14nchoruge Ali 99511 MUNICIPALITY OF ANCHORAGA Development Services Department On -Site Water & Wastewater Section Phone: 907-343-7904 -�- Fax: 907-343-7997 Pump Installation Log Well Drilling 'Permit Number: 211010 Date of Isiu.e: i -25_2021 Parcel Identification Number: 016 -112 .Legal description Block Lot Froperty Oivoer Name & A.ddress; Tract Hutlquist Homes Bruin Terrace 9 1A 12570 Old Seward Hwy., Suite 204 Anchorage, AK 99515 Pump InstaIlati.on Date: 07 -2n -2029 .pump Intake Depth Below Top of NVell Casing: 220 feet Pump Manufacturer's Name: Goulds Pump Mode!; 7 H 0 7 Pump Size: 3/4 hp Pitless Adaptec- Burial Depth: N/A feet Pitless Adapter Manufacturer's Name.; N/A Pitless Adapter Installer: N/A Well Disinfected. dpon. Completion? IX. Ves U No Method of Dist-nfection: chlorine tablets Cotwnents: PLEASE SAVE FOR COSA. Pump Installer Nain.e: Company. Aarow Pump & Well Service, LLC Malling Address. p- 0. Box0 110496 City: Anchorage state; AKzii>: 99511 Attention- The pump installer shall provide a pump n.stallati.on log to On-site NIvi.thiu 30 days of pump installation_ MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Water,& Wastewater System Permit Permit Number: OSP211010 Work Type: WellSeptic Initial Tax Code Number: 01611246000 Site Legal Address: BRUIN TERRACE BLK 9 TR 1A G:2633 Site Mailing Address: Owner: HULTQUIST HOMES INC Design Engineer: PANNONE ENGINEERING SERVICES This permit is for the construction of: Effective Date Expiration Date Lot Size in Sq Ft Total Bedrooms: �o �. Departinell t 1/25/2021 1/25/2022 49331 Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy 0 Private Well ❑ Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Received By: Issued By: VUtu Date: I t /�_�-/a / Date: !1,213 42 O '-� 1 MUNICIPALITY OF ANCHORAGE FYI Community Development Department ,> Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWERIWELL PERMIT APPLICATION Parcel I.D. 016-112-46 Property owner(s) Hultquist Homes, Inc. Day phone _ Mailing address 12570 Old Seward Highway, Ste. 204, Anchorage, AK 99515 Site address NSN Forest Drive Legal description (Sub'd., Block & Lot) Bruin Terrace, Block 9, Tract 1A Legal description (Township, Range & Section) Lot Size 49,331 Sq. Ft. Number of Bedrooms 4 APPLICATION 1S FOR: APPLICATION IS AN: TYPE OF DWELLING: (N all that apply) Absorption Field ❑X Initial FX1 Single Family (SF) ❑X ADU) Septic Tank R Upgrade El(w/wo Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well 0 Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. ---------- (Signature of of property owner or authorized agent) Permit/Rush Fees: $820 Waiver Fees: Date of Payment: 2A A C 2.1 Date of Payment: Receipt Number: 2 a y b C-3 Receipt Number: Permit No. OSP211010 Waiver No. Permit App_:'- : .,:c Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211010, Rebecca Carroll, 01/25/21 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211010, Rebecca Carroll, 01/25/21 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211010, Rebecca Carroll, 01/25/21 TEST HOLE 1 OR ORGANICS 1 2 3 4 5 6 7 FINE SILTY SM SAND 8 9 10 11 12 13 14 15 16 17 18 BOH DATE PERFORMED: 7/12/19 SOILS LOG - PERCOLATION TEST SLOPE X TH WAS GROUND WATER ENCOUNTERED? N IF YES, AT WHAT DEPTH? -DRY DEPTH TO WATER AFTER MONITORING? -DRY DATE: 7/19/19 DEPTH TO WATER AFTER MONITORING? -DRY DATE: 10/1/19 .SITE PLAN 1 \iy LOT 2 —2 TH —1 TH SLOPE TH X READING DATE CLOCK NETTIME WATERTIME LEVEL READING NETDROP 1 7/12/19 8:30 -- 6.39 -- 2 9:00 30 MIN 7.30 0.91 3 9:00 __ 6.39 -- 4 9:30 30 MIN 7.06 0.67 5 9:30 --- 6.39 -- 6 10:00 1 30 MIN 7.05 0.66 PEROLATION RATE 45_ (min/inch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 3 FT AND 4 FT COMMENTS: Test hole excavated by WHITE RAVEN DEVELOPMENT. PERFORMED BY: Dan Moran. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. NOTES: 7- T � .�-o'�•a SOILS REPORT PAMONE ENG SVC, LLC OF Q� ��� DO/7/2019 P.O. BOX 102954 ANCHORAGE, AK 99510 '�� ' ' ' ' ' 'qcS' �t PHONE (907) 272-8218 FAX (907) 272-8211 �Gj�P 'Fy}� Scale ��•: ��� NTS BRUIN TERRACE, BLOCK 9, LOTS 1 & 2 0 P.I.D. NO SUBDIVISION OF BRUIN PARK 1ST ADDN, T "Ste'ven 'R: 'Pannone HULTQUIST HOMES INC. ���CE 8149 PERMIT N0 S125�' FOREST DRIVE � Vis."• •'•�"'� SOILS LOG ANCHORAGE, AK ����/'ROFESSSN� �— sheet �0�0 2 OF 3 ANCHORAGE ------------------------ Development Services Department On -Site Water & Wastewater Section Certificate of On -Site Systems Approval Parcel I.D. 016-112-46 1. GENERAL INFORMATION Complete legal description Phone: 907-343-7904 Fax: 907-343-7997 Expiration Date: I I -IT — a/ Bruin Terrace Block 9 Tract 1A Location (site address) /.'' , '-/�Q Current property owner(s) HUlquist Homes, Inc. Day phone Mailing address Real estate agent 2. TYPE OF DWELLING: 0 Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) Day phone 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well 0 Private Septic ED 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 $ l 5� Waiver Fee $ Date of Payment 9- 17 - Z Date of Payment Receipt Number 6) q 32- © 6 Receipt Number COSA # _ DSS 2 11 1-187 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. 6. D D SIGNATURE System #1 Approved for _�_ bedrooms System #2 Approved for bedrooms Disapproved Phone (907) 745-8200 Date©��{7 �...... ... z: � t •, it rv2r:. .V.�ra1nC PF I�C,r.•.. .•ter\ Conditional approval for bedrooms, with the following stipulations: l\`llll((((((((((4 i "-Sl TE _`VI D MWAST NO GFAM By: Original Certificate Date:2J9 "2 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 Legal Description: Bruin Terrace Block 9 Tract 1A If more than 1 septic system on lot: COSA Checklist # 1 of A. WELL DATA liffil Well log is filed with Onsite (or attached) Date drilled Total depth 226 ft Cased 'to 226 ft ❑® Sanitary seal is functioning correctly Wires are properly protected Casing height (above ground) 24+ in. Date of flow test for COSA NEW Static water level at beginning of test '- ft. Comments New Well ' U. Age of tank(s) 'f1 years Tank type/material HDPE Measured operating fluid level in septic tank NEW FMiI Standpipes/foundation cleanout per record drawing Date of pumping NEW INSTALL D. ABSORPTION FIELD DATA Deep Trench Which system tested (date installed) 02106/21 Q ALL standpipes present per record drawing Total measured depth from grade 13.6 ft (max) Measured depth to pipe invert from grade 5.5 ft (min) ❑ N/A - pressurized field Q Monitor tubes go to bottom of effective. If not, state depth into effective 0 Code -required soil cover over field ❑ System presoaked (Required if vacant for greater than 30 days prior to date of test) Gallons introduced gallons Comments/Deficiencies: Newly installed Drain Field and Tank COSA Checklist yellow sheet Parcel ID: 016-112-46 Structure served by this system 1 Well production at time of test 06 gpm Water storage tank volume N/A gallons Well disinfected for coliform test? ❑ Yes R Nc [Coliform bacteria is Negative Nitrate .27% mg/L ❑ Nitrate less than MRL (ND) Arsenic ug/L Q Arsenic less than MRL (ND) Collected by PES Date of Sample C. LIFT STATION ❑ Required maintenance completed Age of lift station N/A years Lift station material N/A Comments: Adequacy test date NIA Results ❑✓ Pass For 4 bedrooms Fluid depth prior to test _ _ in Water added gal New depth in Elapsed time min Final fluid depth in Absorption rate gpd Any rejuvenation treatment (past 12 months) If yes, enter date 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' LvJ Yes if No Community Sewer Manhole/Cleanout > 100' 0 Yes if No ft 7 Yes if No Neighboring Tank > 100' 0 Yes if No ft Private Sewer/Septic Line > 25' Yes if No Absorption Field on Lot > 100' Fv� Yes if No ft Holding Tank > 100' Yes if No Neighboring Absorption Fields > 100' Yes if No Animal Containment > 50' Q Yes if No Fl� Yes if No ft if No ft F. ENGINEER'S COMMENTS Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' Q Yes if No ft Fv� Yes if No From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' 0 Yes if No ft Surface Water > 100' r ft ft ft ft ft R Yes if No ft Property Line > 5' LvJ Yes if No ft Wells on Adjacent Lots: Absorption Field > 5' Fv� Yes if No ft Private Wells > 100' F-1 Yes if No Water Main > 10' [( Yes if No ft Community Wells > 200'✓71 Yes if No Water Service Line > 10' El Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' Yes if No ft If absorption field is under driveway comment below Property Line > 10' Q Yes if No ft Wells on Adjacent Lots: Water Main > 10' Q Yes if No ft Private Wells > 100' Yes if No Water Service Line > 10' Q Yes if No ft Community Wells > 200' Yes if No Surface Water > 100' Cj Yes if No ft F. ENGINEER'S COMMENTS G. ENGINEER'S CERTIFICATION C� OF A��qs�� l certify that l have determined through field inspections and review co'�� of Municipal records that the above systems are in conformance withK MOA COSH guidelines in effect on this date,1� X Stev ti F. Ponn_a--ie A' i COSA Checklist yellow sheet ft ft ft ft o Tl Q��OSOp to, U U I— ,K *99 L M,,/ -g, LO.00N 0 0 pDo(\j aapDa�j o opo �C� �c Cf)� C cc y L a) L (c'- O C Y C c Of O -✓ a) U a� ) 0 -D V E O a) 0- U` -E > N O C L J in Q ti :2(n d O ?: U o i rn Q) o ami II N O O = O c C m O Q) a.. 0-0 C X O O D � O coo,1 � 3 0 o c rn to a Y O :5-C .S c 3- (i O e^— °> co c S O L O p cn d' O '�'j a—{ �—� CO m . t—� O U O. O O cn .rn rn N (n C O ..O 6 m �t ct rn »� o .as -.0a r—f o ° �� o m U c o` i.- o�O�L-o L0o' 0 . �ceL-t--�i .2--o "0O -n O O �C T it -co C U�O m_ Q- . ioL°aQ N i O a� U >,� a�NoU) rn O o nm -COOC Y O Z o rn a>�sw"'o�oo t_ m -�-� .N T a, J :3cco V) o Z u, _ —O .s'=. �O -C '7