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Home My WebLink AboutCRANBERRY RIDGE LT 10Onsite File #057-111-14 ,et Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Pa: ON-SITE WASTEWATER INSPECTION REPORT NOVI�2®2 Permit Number: OSP191461 PID Number: 057-111-14 Dwelling: ®❑ Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: [H New ❑ Upgrade Name DEREK & MELISSA LAMPERT ABSORPTION FIELD El Deep Trench REI Trench ❑ Bed ❑Mound Site Address NHN TWIN PEAKS DR, EKLUTNA AK 99567 ❑ Other Phone Number of Bedrooms Soil Rating depth from original grade 2 1.2 GPD/SF JTotal 4.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 2.0 Ft. Gravel depth beneath pipe 2.0 Ft. Subdivision Block Lot CRANBERRY RIDGE 10 Fill added above original grade 2.0 Ft. Gravel length 55.0 Ft. Township Range Section Gravel width 5.0 Ft. Beds: Number of Lines n/a Distance between lines n/a Ft. SEPARATION DISTANCES Tol Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 375 Ftz 1 n/a Ft. Well 1001+ 100'+ N/A I n/a 25'+ TANK 0 Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer GREER Capacity 1000 Gal. Surface Water 100'+ 1001+ N/A n/a Material Number of compartments Lot Line 5'+ 10'+ N/A n/a NA POLY 2 Foundation10'+ 10'+ N/A I n/a LIFT STATION Manufacturer Capacity Remarks Gal. Alarm location Electrical installed by Installer PIPE MATERIAL House to tank 3034 Tank to drainfield 3034 HOMEOWNER INSTALL Drainfield 3034 CO/MT 3034 Inspector Pannone Engineering BENCH MARK (Assumed elevation) 1082 fl Inspection im 20200824 20200825 Location and description 2,d 3rd 411, Bottom House Trim ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Conditional Approval: Date OF ....&'i �C• — y r9 49 TH ¢ c,e-�; :��umi(m90—': -3 :E --1 I I -I -'C �U)D�DU) -IZ co O N U) -< O M T7 O m D p M O Cli UJ -C O m ,0 O fTi D p Z) c D0F!l Z(nLOTTl(_.-oZ U) vrIM Z(nLOfTlFxZ• m r -r r DCD C7TpDM -' *1 r' DCD C7TEOD(n �� *r -0 r-- I >x Z< Dp Z�CO��)D�7U)m'? OK Or -x .-0 m XCTI O EJ -I D NO M X0 O-0 -f7-ioo- D NO <<i -z-i�zz-�-r��D D� =m�O�Zmmp (r� _!'�;uz zM!'�oLI) r.Z07'�ODOGZO O 00 -i + rte_ .. �-D-n`�1G� n �O 3?N .. �'D-W-- •• �p cnmzz Z ��? tn—I Z0 to r—IZ0�N ��^cf) f�1�p cf) z � T)m rX>� G) -1cn 0 m0 T)MX.. ° o��' z M� o �ZmO 0�00� ZM0 O^ 0��'' O 00 N AA _ =�J \Z� 'P =NJ �\ �—I m O Z p N N "Tl U) m- Z N O) to ��.. FTI n cm -I O W X n 0 O rTi U) r1 vi O 'TI 0(f) 9 , M t v rn � DN moi, W p(•� R r -O - O u FOUNDATION J >D % CLEAN OUT orn ➢ o MANHOLE W N W CI1 U1 -P N D 'I - N O 41 03 M Z � 01 CTI W W N N N -• c) CLEAN OUT DOUBLE CC3 (D N -P N (D N W Cb MONITOR TUBE N co � 0 r,<1 z v :��umi(m90—': -3 :E --1 I I -I -'C �U)D�DU) -IZ co O N U) -< O M T7 O m D p M O Cli UJ -C O m ,0 O fTi D p Z) c D0F!l Z(nLOTTl(_.-oZ U) vrIM Z(nLOfTlFxZ• m r -r r DCD C7TpDM -' *1 r' DCD C7TEOD(n �� *r -0 r-- I >x Z< Dp Z�CO��)D�7U)m'? OK Or -x .-0 m XCTI O EJ -I D NO M X0 O-0 -f7-ioo- D NO <<i -z-i�zz-�-r��D D� =m�O�Zmmp (r� _!'�;uz zM!'�oLI) r.Z07'�ODOGZO O 00 -i + rte_ .. �-D-n`�1G� n �O 3?N .. �'D-W-- •• �p cnmzz Z ��? tn—I Z0 to r—IZ0�N ��^cf) f�1�p cf) z � T)m rX>� G) -1cn 0 m0 T)MX.. ° o��' z M� o �ZmO 0�00� ZM0 O^ 0��'' O 00 N AA _ =�J \Z� 'P =NJ �\ �—I m O Z p N N "Tl U) m- Z N O) to ��.. FTI n cm -I O W X n 0 O rTi U) r1 vi O 'TI 0(f) 9 2.0 ---1 4.0 0Dv Old, d s O gigg R9 NOTES: RECORD DRAWING DRAWN JRL SITE PLAN V) D � r m TT CD � r Z p00 z m O y p X 0 Ln U) z 0 D Z 0CFri 0 ' inz m Z2 D < cpJ n ' N r X N / . / O � r N _ O • O MONITOR TUBE CLEAN OUT 0 O J t� t S / r \ t f0T1 O00 C7 , M t v rn � DN moi, W p(•� R r -O - O u FOUNDATION J >D % CLEAN OUT orn ➢ o MANHOLE m N Z � c) CLEAN OUT DOUBLE CLEAN OUT CLEAN OUT MONITOR TUBE co � 0 r,<1 z 2.0 ---1 4.0 0Dv Old, d s O gigg R9 NOTES: RECORD DRAWING DRAWN JRL SITE PLAN V) D � r m TT CD � r Z p00 z m O y p X 0 Ln U) z 0 D Z 0CFri 0 ' inz m Z2 D < cpJ n ' N r X N / . / O � r N _ O • O MONITOR TUBE CLEAN OUT 0 O J t� t S / r \ t f0T1 O00 C7 , t t r m .. D (n m l moi, I ( DDO, p(•� m D - z J >D % 141 1 !7 Z f0T1 O00 C7 , t t r m .. D (n m l moi, I ( DDO, p(•� m D - z J >D % 141 1 !7 Z t0 < C) r 'S` tl tr 1 t 1 r D - � / 1 41 z m r ' tN � t x l t "T1-IKCnZ _ x Do U) z Z ON r i 1 00 {n -zf�X r r;ao- %i om( 0/Co �z0 Z W D.i N co D tt/ C7 0 pO :E0ZZ�� i // > G1/ O•O C 0< (nO Z mm -i1 ;u 0M JI ' / - t I t , r , �ANNONE ENG SVC LLC (C.1. 1088) P.O. BOX 1807 PALMER, AK 99645 PHONE (907) 745-8200 FAX (907) 745-8201 CRANBERRY RIDGE L10 SITE: NHN TWIN PEAKS DRIVE DEREK & MELISSA LAMPERT 17503 RACHEL CIR EAGLE RIVER. AK 99577 U) n m II 0 O CE 8149 CK 0 REVISIONS DATE—� 20201104 REV: 20201130 SCALE 1" = 60' •�• P.I.D. NO 057-111-14 101118 PERMIT NO. oilOSP191461 SHEET 2 OF 2 t x l t "T1-IKCnZ _ x Do U) z Z ON r i 1 00 {n -zf�X r r;ao- %i om( 0/Co �z0 Z W D.i N co D tt/ C7 0 pO :E0ZZ�� i // > G1/ O•O C 0< (nO Z mm -i1 ;u 0M JI ' / - t I t , r , �ANNONE ENG SVC LLC (C.1. 1088) P.O. BOX 1807 PALMER, AK 99645 PHONE (907) 745-8200 FAX (907) 745-8201 CRANBERRY RIDGE L10 SITE: NHN TWIN PEAKS DRIVE DEREK & MELISSA LAMPERT 17503 RACHEL CIR EAGLE RIVER. AK 99577 U) n m II 0 O CE 8149 CK 0 REVISIONS DATE—� 20201104 REV: 20201130 SCALE 1" = 60' •�• P.I.D. NO 057-111-14 101118 PERMIT NO. oilOSP191461 SHEET 2 OF 2 �ANNONE ENG SVC LLC (C.1. 1088) P.O. BOX 1807 PALMER, AK 99645 PHONE (907) 745-8200 FAX (907) 745-8201 CRANBERRY RIDGE L10 SITE: NHN TWIN PEAKS DRIVE DEREK & MELISSA LAMPERT 17503 RACHEL CIR EAGLE RIVER. AK 99577 U) n m II 0 O CE 8149 CK 0 REVISIONS DATE—� 20201104 REV: 20201130 SCALE 1" = 60' •�• P.I.D. NO 057-111-14 101118 PERMIT NO. oilOSP191461 SHEET 2 OF 2 w4 l I I �,g F i C 7 E fJ I!, l Ss^^ • OWNER OF LAND: Derek Lampert ADDRESS: 21507 Twin Peaks Drive, Chugiak, AK 99567 LEGAL DESCRIPTION Cranberry Ridge Lot 10 DATE: 7-21-20 PERMIT OSP191461 DATE OF ISSUE: 10/16/19 NUMBER: TAX IDENTIFICATION 05711114000 NUMBER Is well located at approved permit location: ®Yes F—]No Method of Drilling: ®air rotary cable tool Depth of Well: 265' Casing Type: Steel Wall thickness .250 inches Diameter: 6 inches, depth 265 feet Liner type Static Water Level: 231 feet Recovery Rate 10 ® gpm F] gph Method of Testing Air Well Intake Opening Type: ® open end open hole Fj Screened Start feet Stopped ❑ Perforations Start feet Stopped Grout Type: Bentonite Volume: 50 lbs Depth: from 2 feet, to 42 feet Well Disinfected Upon Completion: ®yes Ono Method of Disinfection: Chlorine 50 PPM Comments: Bore Hole Data Depth From To 0 2 2 4 4 31 31 47 47 66 66 114 114 131 131 140 140 186 186 242 242 252 252 265 Casing Stickup Overburden Silty Sand & Gravel Hardpan Silty Sand & Gravel Silt Sand & Gravel w/ Clay Sand & Gravel Clay & Gravel Hardpan Clay & Gravel Tight Sand & Gravel Sand & Gravel Water Drillers Name: Cole Sullivan ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. MatSu Borough: Department of Environmental Conservation. ~m~ Installation Log Well Drilling Permit Number: SW QSP191461 Date mfIssue 10-26'19 Parcel Identification Number: 05711114080 Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. j SGS Ref.# 121 1665001 Client Name Residential Testing - Cash Account Printed Date/Time 04/22/2021 16:51 I'ro,jcct Name/9 Derek Lampert rr� I O �..�` a,v� � r u �.1 Cstx.... �— Collected Date/Tune 04/14/2021 9:45 Client Sample ID Pressure Tank Valve �J 0 Received Date/lime 04/14/2021 13:21 :Matrix Drinking Water Technical Director Stepltcn C. Ede Sample Remarks: Allowable Prep Analysis Parameter Results LOQ Units ivlethod Container ID Limits Date Date Init Total Dissolved Solids 310 10.0 mg/L. SV121 2540C D (<500) 04/19/21 S.S Metals by TCP/MS Llardness as CaCO3 259 5.00 mg/L SV121 2340B B 04/16/21 04/19/21 ACF' Waters Department Total Nitrate/Nritrite-N ND 0.200 mg/L SN921 4500NO3-P C (<10) 04/19/21 E13I-1 Microbiology Laboratory E. Coli Negative I 100mL SM21 9223B A 04/14/21 A.L, Total Coliform Negative I 100mL SM21 922313 A 04/14/21 A.L Private Individual Analysis Chloride 1.01 0.200 m -/L EPA 300.0 D (<250) 04/21/21 04/21/21 AA Conductivity 518 5.00 umhos/cm SN,1212510B D 04/I6/21 DMVI Fluoride ND 0.200 mg/L EPA 300.0 D (<2) 04/21/21 04/21/21 A.A Sltlliite 35.4 1.00 mJL EPA 300.0 D (<250) 04/21/21 04/21/21 A.A Alkalinity 258 10.0 mJL SN1212320B D 04/16/21 DMM Aluminum 237 20.0 ug/L EP200.8 B 04/16/21 04/19/21 ACF Antimonv ND 1.00 ug/L E11200.8 B (<6) 04/16/21 04/19/21 ACF Arsenic ND 5.00 ug/L EP200.8 B (<10) 04/16/21 04/19/21 ACF Barium 24.1 3.00 L&L. EP200.8 B (<2000) 04/16/21 04/19/21 ACP Cadmium ND 0.500 ug/L 1:13200.8 B (<5) 04/16/21 04/19/21 ACI' Calcium 44100 500 ug/L E11200.8 B 04/16/21 04/19/21 ACF Chromium ND 2.00 ug/L. E11200.8 B (<100) 04/16/21 04/19/21 ACF CO3 Alkalinity ND 10.0 mJL SV121 2320B D 04/16/21 DMM 2 of 6 SGS Ref.# 121 1668001 LOQ Units Client Name Residential Testing - Cash ACCOUnt Printed Date/lime 04/22/2021 16:51 I'm ject Name/# Derek Lampert Collected Date/Time 04/14/2021 9:45 Client Sample ID Pressure Tank Valve Received Date/Time 04/14/2021 13:21 \Matrix Drinking Water Technical Director Stephen C. Ecle Parameter Kesults LOQ Units \Method Container ID Allowable Limits Prep Analysis Date Date Init Private Individual Analysis Copper 7.52 1.00 ug/L E11200.8 B (<1000) 04/16/21 04/19/21 ACP L--IC03 Alkalinity 258 10.0 mg/L SM21 2320B D 04/16/21 DMtM Iron 4330 x 250 Lig/l, E11200.8 B (<300) 04/16/21 04/19/21 ACP Lcacl 9.17 0.200 ug/L EP200.8 B (<I5) 04/16/21 04/19/21 ACF tvlagnesium 36100 50.0 ug/L 1.13200.8 B 04/16/21 04/19/21 ACP Manganese 424 * 1.00 Li -/L EP200.8 B (<50) 04/16/21 04/19/21 AC17 Nickel 3.01 2.00 uu/L E13200.8 B (<100) 04/16/21 04/19/21 ACP 01-1 Alkalinity ND 10.0 m -/I_ SbLI 2320B D 04/16/21 DMM JAI 7.9 0.100 pH units SM21 4500-1-1 B D (6.5-8.5) 04/16/21 DlViki Potassium 867 500 ug/L ET200.8 B 04/16/21 04/19/21 ACP Selenium ND 5.00 ug/L. EP200.8 B (<50) 04/16/21 04/19/21 ACP Silver ND 1.00 Ug/l, EI3200.8 B (<100) 04/16/21 04/19/21 ACP SOdlnm 22200 500 uQ/L E11200.8 B 04/16/21 04/19/21 ACP Thallium ND 1.00 ug/L EP200.8 B (<2) 04/16/21 04/19/21 ACh' zine 23.3 10.0 uo/L EP200.8 B (<5000) 04/16/21 04/19/21 ACP 3 of 6 t') 50.0' I in V) z :5 a- f- 0 - fh r E C 0 0 c 'a 0 C, (D fti .c c mo 0a 0 r C'v0 0 .2 W.0 0 c 0 0 CL 0 0 O 0— -0 Z. 0 0 > -C 0 C 0 CL 0 C o" -0 0 E >' 0 C,4 CL 0 0 c c t 0 E:E -2 .0 C; — I'D N0 — lmz — Em 0 r 0 -C w O.p 0* = a 0 Z (D 0-0 En 0 0 O)X 5� '0 Oa ,25C0 >M.x� E 10, 0 tn 0 3 < x CL 0 41 8.2 > 0- V't -C 0 0- L- o Ir C— 4) owc 0 : Z,Et.0-6 CN I 02 0 CL r - 00-0 CJ 0 C t E , 0 C; CD OWN U3 Obi p W,c .0 a Ci. C C )OcE-T E "0 -im E o E cc 0.0 0 a fh r E C 0 0 c 'a 0 C, (D fti .c c mo 0a 0 r C'v0 0 .2 W.0 0 c 0 0 CL 0 0 MUNICIPALITY OF ANCHORAGE On -Site Water 8^Wastewater Program FO Box 196650 4700 Elmore Road Anchorage, Alaska ynmn'oe5n Phone: 904 Fax: (9D7)343'rB8r ParmitNumber OSP191461 Work Type: VVe|SepUc|nitia| Tax Code Number: 05711114000 Site Legal Address: CRANBERRY RIDGE LT 10 G:1413 Site Mailing Address: Owner LAMPERTDEREK &MELISSA Design Engineer: PANNONEENGINEERING SERVICES This permit is for the construction of: Effective Date: Expiration Date: Lot Size in Sq Ft Total Bedrooms 10/16/2019 10/15/2020 200768 ZDisposal Field 2Septic Tank El Holding Tank El Privy 9Private Well 171 Water Storage All construction shall bainaccordance 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 (18/AC88) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.O5.Provide notification bycalling (gO7)343-7Q04(24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall baeither: o. Opened and Closed onthe same day, mr b. Covered, sealed, and heated to prevent freezing Received By:, Issued By: Date: J SPLA -As 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. 057-111-14 Property owner(s) DEREK & MELISSA LAMPERT Day phone Mailing address 17503 RACHEL CIR, EAGLE RIVER, AK 99577 Site address NHN TWIN PEAKS DRIVE Legal description (Sub'd., Block & Lot) CRANBERRY RIDGE L10 Legal description (Township, Range & Section) Lot Size 200,768 Sq. Ft. Number of Bedrooms APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑X Initial n Single Family (SF) ❑X (w/wo ADU) Septic Tank ❑X Upgrade ❑ Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑x 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 property owner or authorized agent) Permit/Rush Fees: !996 / Date of Payment: 101 4 ! iQ Receipt Number: owa&:) Permit No. 1l5p1 q I tA0/ Permit App_.;- :- ::..,:c Waiver Fees: Date of Payment: Receipt Number: Waiver No. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191461, Rebecca Carroll, 10/16/19 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191461, Rebecca Carroll, 10/16/19 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191461, Rebecca Carroll, 10/16/19 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191461, Rebecca Carroll, 10/16/19 MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On-Site Water & Wastewater Section Fax: 907-343-7997 Mailing Address: P. O. Box 196650 * Anchorage, Alaska 99519-6650 * www.muni.org Septic System Owner-installer Agreement The On-site Water and Wastewater Section (On-site) may issue an approval for a homeowner to perform work on an on-site wastewater disposal system to serve that individual's owner- occupied, single-family or duplex home if the homeowner meets and agrees to the following requirements: 1. The property owner and excavation equipment operator may perform work on no more than one owner-installation project in a 12-month period. 2. Owner’s projected active involvement with the installation: _______________________________________________________________________ _______________________________________________________________________ 3. The name of the excavation equipment operator: ________________________________ 4. I agree that there will be no monetary compensation for installation services rendered. 5. The name of the inspecting engineer: _________________________________________ 6. I agree to discuss the following items with the inspecting engineer: a. Permit design criteria and specifications. b. Inspection requirements set forth in AMC 15.65.070. c. Advance notice given to the On-site Water & Wastewater Section for all required municipal inspections (AMC 15.65.070A). 7. I agree to have the project-specific On-site Wastewater Disposal System Permit available at the construction site for the duration of all related work. 8. I agree that if the system is an advanced wastewater treatment system (AWWTS), I will obtain additional installation instructions and approval from the equipment distributor. As owner of (legal description) ________________________________________________ I agree that the information above is true and accurate. Owner’s printed name: _________________________ Owner’s signature: _________________________ Date: ________________