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HARMANY RANCH - EAGLET AERIE LT 7
mow; 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 System Permit Permit Number: OSP211344 Work Type: Well Upgrade Tax Code Number: 05038187000 Site Legal Address: HARMANY RANCH - EAGLET AERIE LT 7 G:0260 Site Mailing Address: 8130 HARMANY RANCH RD, Eagle River Owner: LIVESAY ROBERT G If & SARAH D Design Engineer: This permit is for the construction of: Effective Date: Expiration Date Lot Size in Sq Ft: Total Bedrooms: JA "", De partrneIit 8/19/2021 8/19/2022 65117 ❑ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well Q 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: Date: _ Issued By: Aly_C axnlcru Date: ��� 7 MUMCIPAUTY OF ANCHORAGE 0 M Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcell.D. 050 -3'81 -?r] Property owner(s) S-A (Z Lt vr-,SAY Day phone 307. ASCD S-0 9 Mailing address 1RASO P_t� Site address S AOA Legal description (Sub'd., Block & Lot) 1A0_A'-rY\0_M'-j 910_V"_k - FQP1W 0AALe L9 J Legal description (Township, Range & Section) 0 Lot Size (65, 11'7 Sq. Ft. Number of Bedrooms 7 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (N all that apply) Absorption Field ❑ Initial Single Family (SF) Septic Tank ❑ Upgrade ❑ (w/wo AD U) Holding Tank ❑ Renewal D Duplex (D) ❑ Privy ❑ Multiple Dwellings EJ (SF and/or D) Private Well ❑ Water Storage THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance:— I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Co (Signature of property owner or authorized agent) Permit/Rush Fees: Waiver Fees: Date of Payment: S Oa? I Date of Payment: Receipt Number: 0 10 7 C4 Receipt Number: Permit No. OSP2 113 L/ Ll Waiver No. GADevelopment ServiceskBuilding Safety\On Site Water and WastewaterTormsNUIent FormsTermit Application.doc ANCHORAGE WELL & PUMP SER,VXCM 7640 King Street Anchorage,, AK 99518 ID' F) H �- (907) 243-0740 I C f-4�- ,pw LIvesz\ , JOB. ...., A, - �. : I SHEET N.O. - OF 0 CALCULATED BY '.x�'--, ------ DATE 13i z ( CHECKED BY I , -------- qr.Al F ),V 0 7, , I DATE , : ., : 1. : : . : . I . : : . : : : : ! .� ............................. 1 ............ ......... ; ................................................. I ...... : ... I .......... I ............ * ...... 14 ............................. 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I ......................................................................... ; .................................. � ........................... ............................ : : I I . 1. : : : : PRODUCT 2D4.1 Inc, Groton, Mass. 01471. 68" 32" 21-3/4"16" Norwesco #60038 Manway w/Vent ±1% ±1% ±1% GENERAL NOTES: 1. Tank shall be rotationally molded from 58 lbs of DOW DPDA-3220 HDPE. 2. Fittings shall be PVC bulkhead fittings with foam rubber gaskets. 1-1/2" Norwesco #62299 Bulkhead Fitting © Dwn by: dmg Not to Scale Page 1 of 1 Dwg No. 090701 July 9, 2009 These drawings represent a proprietary design of Greer Tank & Welding and may not be used for source design or procurement purposes by other than Greer Tank & Welding GREER TANK & WELDING 200 Gallon Polyethylene Tank 32" Dia. x 68" Tall PE200 Stock 1 1/1/2013 Changed Formosa Formolene LLDPE to DOW DPDA-3220 HDPE. SURPASS® RMs245-U(UG) High Density Polyethylene NOVA Chemicals www.ulprospector.com Technical Data Product Description SURPASS® RMs245-U(UG) is a High Density Polyethylene material. It is available in North America for rotational molding. Important attributes of SURPASS® RMs245-U(UG) are: •Flame Rated •Antioxidant •Good Aesthetics •High ESCR (Stress Crack Resistant) •High Stiffness Typical applications include: •Food Contact Applications •Plumbing/Piping/Potable Water •Agricultural •Tanks General Material Status •Commercial: Active Availability •North America Additive •Antioxidant •UV Stabilizer Features •Antioxidant •Gas-fading Resistant •High ESCR (Stress Crack Resist.) •High Stiffness •Low Temperature Impact Resistance •Octene Comonomer •Pleasing Surface Appearance •UV Stabilized Uses •Agricultural Applications •Tanks Agency Ratings •FDA 21 CFR 176.170(c), Table 1 •FDA 21 CFR 176.170(c), Table 2, Cond. B •FDA 21 CFR 176.170(c), Table 2, Cond. C •FDA 21 CFR 176.170(c), Table 2, Cond. D •FDA 21 CFR 176.170(c), Table 2, Cond. E •FDA 21 CFR 176.170(c), Table 2, Cond. F •FDA 21 CFR 176.170(c), Table 2, Cond. G •FDA 21 CFR 176.170(c), Table 2, Cond. H •FDA 21 CFR 177.1520(c) 3.2a •NSF STD-14 •NSF STD-24 •NSF STD-61 Processing Method •Rotational Molding Physical Nominal Value (English)Nominal Value (SI)Test Method Density / Specific Gravity 0.947 0.945 g/cm³ASTM D792 Melt Mass-Flow Rate (MFR) (190°C/2.16 kg)1.7 g/10 min 1.7 g/10 min ASTM D1238 Environmental Stress-Cracking Resistance (ESCR) 122°F (50°C), 100% Igepal, Compression Molded, F50 > 1000 hr > 1000 hr ASTM D1693A 122°F (50°C), 100% Igepal, Compression Molded, F50 > 1000 hr > 1000 hr ASTM D1693B Mechanical Nominal Value (English)Nominal Value (SI)Test Method Tensile Strength 2 ASTM D638 Yield, 0.0748 in (1.90 mm), Compression Molded 3340 psi 23.0 MPa Tensile Elongation 2 ASTM D638 Yield, 0.0748 in (1.90 mm), Compression Molded 11 %11 % Flexural Modulus - 1% Secant (Compression Molded)149000 psi 1030 MPa ASTM D790 Impact Nominal Value (English)Nominal Value (SI)Test Method Low Temperature Impact - Rotational Molded ARM -40°F (-40°C), 0.12 in (3.17 mm)55.3 ft·lb 75.0 J -40°F (-40°C), 0.25 in (6.35 mm)> 181 ft·lb > 245 J 1 of 2 Form No. TDS-380627-en UL and the UL logo are trademarks of UL LLC © 2019. All Rights Reserved. UL Prospector | 800-788-4668 or 307-742-9227 | www.ulprospector.com. The information presented here was acquired by UL from the producer of the product or material or original information provider. However, UL assumes no responsibility or liability for the accuracy of the information contained on this website and strongly encourages that upon final product or material selection information is validated with the manufacturer. This website provides links to other websites owned by third parties. The content of such third party sites is not within our control, and we cannot and will not take responsibility for the information or content. Document Created: Thursday, March 14, 2019 Added to Prospector: July 2016 Last Updated: 7/25/2016 SURPASS® RMs245-U(UG) High Density Polyethylene NOVA Chemicals www.ulprospector.com Thermal Nominal Value (English)Nominal Value (SI)Test Method Deflection Temperature Under Load ASTM D648 66 psi (0.45 MPa), Unannealed 145 °F 63.0 °C 264 psi (1.8 MPa), Unannealed 109 °F 43.0 °C Melting Temperature 261 °F 127 °C DSC Flammability Nominal Value (English)Nominal Value (SI)Test Method Flame Rating HB HB UL 94 Notes 1 Typical properties: these are not to be construed as specifications. 2 Type IV, 2.0 in/min (51 mm/min) 2 of 2 Form No. TDS-380627-en UL and the UL logo are trademarks of UL LLC © 2019. All Rights Reserved. UL Prospector | 800-788-4668 or 307-742-9227 | www.ulprospector.com. The information presented here was acquired by UL from the producer of the product or material or original information provider. However, UL assumes no responsibility or liability for the accuracy of the information contained on this website and strongly encourages that upon final product or material selection information is validated with the manufacturer. This website provides links to other websites owned by third parties. The content of such third party sites is not within our control, and we cannot and will not take responsibility for the information or content. Document Created: Thursday, March 14, 2019 Added to Prospector: July 2016 Last Updated: 7/25/2016 (Kev ub/ulii 6) Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 2 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP191008 PID Number: 050-381-87 Dwelling: K Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: N New ❑ Upgrade Name Spinell Home Inc ABSORPTION FIELD ❑ Deep Trench Q Wide Trench ❑Bed El Mound Site Address 8130 Harmony Ranch Road ❑ Other Phone Number of Bedrooms Soil Rating depth from original grade 7 1.2 GPD/SF JTotai 1.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original 0.5 grade Ft. Gravel depth beneath pipe 0.5 Ft. Subdivision Block Lot Harmony Ranch - Eaglet Aerie 7 Fill added above original grade 3.5'+ Ft. Gravel length 2@ 90.0 Ft. Township Range Section Gravel width 5.0 Ft. Beds: Number n/a of Lines 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 900 Ftz 2 61+ Ft. Well 100'+ 100'+ n/a n/a 25'+ TANK ❑® Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Anchorage Tank Capacity 2000 Gal. Surface water 01.8' 110.4' n/a n/a Material Number of compartments Lot Line 5'+ 10'+ n/a n/a NA Steel 2 Foundation 10'+ 10'+ n/a n/a LIFT STATION Manufacturer Capacity RemarksGal. SSC Le: � � ��-�::ti �� 3 /� �i z.c� Alarm location Electrical installed by PIPE MATERIAL House to tank 3034 Tank to drainrield 3034 Installer Pomraining Construction Drainfield 3034 Co/MT 3034 Inspector Pannone Engineering BENCH MARK (Assumed elevation) 95.0 fl Inspdection 1m 6/5/19 6/6/19 Location and description 2nd 3`d 6/6/19 4"' 3/10/20 Bottom House Trim @ B ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp ALgS�>g� Conditional Approval: Date OF co A r Septic System ✓ dSteven Parrione•�s � �Pll C� 8140 Approve Date - I -ZC� �.- �����• .v2. - �• �_-� ;`�:.�, Note: this approval dq>not inc e I permit requirements. (Kev ub/ulii 6) �'9m00 ^^-i > I 0 cu cu f -n o C7 m •D -i (tel �mv 0 U)< n�ozmZ=v -D mOw> i z0=> �O 1Orn -O0 m O mmzmz Z m M rte- z Z 0 0 z a rr- m 0 m ;Q ;a 3 D r O Z n C m Cn �l ox >p z -n �m n O0O o ME5Z n 0 0 .Z,imm 1.10Oi ( N o=o —1 v C Z (n Ao�mm r D�� O FTI ;LD m rD ��OrC DD,u-0(n / / M� m�Zm!�oc� / / / / .. s ��?' O 0 — Q V / V 00 Wm (nN WOv 11 C) z° � � .p .p W W N N Fri (n O _K o O a (n Fr1 .70 _ o m Un N /Z 00 m m c: / O°' ��� / �n I cD 00 v cnz 17, , oLn(,jU °' D Z _j Ln D vOooc,-4 00l \1 �l (D tD (n M Ca W W N N -' r D=m / W Ut (D O Do O J v P N N LD W � D� �I N bo W OJ LD b) N co tD W W LD 00 ;:o 77 CD N - 00 v C7 6) V U Ln —1 v C Z (n Ao�mm r D�� O FTI ;LD m rD ��OrC DD,u-0(n / / M� m�Zm!�oc� / / / / .. s ��?' O � � — Q V / V 00 Wm (nN WOv 11 C) z° � � cn= mo r710 'z 0-° Q— �i� D Fri m = (A tD _K o O a (n Fr1 .70 _ o m Un O Y / 23 rTl mc z D z 00 ( / / 0 v 'O <4F J z w �Ln Ar 0 NOTES: PANNONE ENG SVC UC((C.1. 1088) ��"���\� REVISIONS DATE RECORD DRAWING P.O. BOX 1807 PALER, AK 99645 �rGOFk.4klk REV 3/26/2020 3/12/2020 PHONE (907 745-8200 FAX 907) 745-8201 �P•' _ ,� SCALE HARMONY RANCH—EAGLET AERIE L7 * P.I.D. NO 60' DRAWN ACP SPINELL HOMES INCSteven ........• .... a 050-381-87 PERMIT SITE PLAN 8130 GONY RIVER, AK ROAD ��+tt`\ \cnn �'�y_i S EEP19�008 EAGLE 2 of 3 o r / / D fTt / / / / / f / 2 •'/ ar i0, \�t \ / / r ri o /Z 00 m m c: / O°' ��� / �n I —�f C cnz 17, 00 m j` Z C�l i� D 00l �\ Nm m 4m O r D=m / \ N OI En r D � D� a n 000 / �� m / wA ;:o 77 O Y / 23 rTl mc z D z 00 ( / / 0 v 'O <4F J z w �Ln Ar 0 NOTES: PANNONE ENG SVC UC((C.1. 1088) ��"���\� REVISIONS DATE RECORD DRAWING P.O. BOX 1807 PALER, AK 99645 �rGOFk.4klk REV 3/26/2020 3/12/2020 PHONE (907 745-8200 FAX 907) 745-8201 �P•' _ ,� SCALE HARMONY RANCH—EAGLET AERIE L7 * P.I.D. NO 60' DRAWN ACP SPINELL HOMES INCSteven ........• .... a 050-381-87 PERMIT SITE PLAN 8130 GONY RIVER, AK ROAD ��+tt`\ \cnn �'�y_i S EEP19�008 EAGLE 2 of 3 PERC-PES 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 ORGANICS DATE PERFORMED: 6/5/2019 SOILS LOG — PERCOLATION TEST SLOPE X TH \ \ I . ALAN \/ \ LOT - 8, \ WAS GROUND WAT[7R I SLOPE ENCOUNTERED? IF YES, AT WHAT DEPTH? DEPTH TO WATER AFTER MONITORING? DATE: TH X READING DATE CLOCK NET TIME WATERTIME LEVEL READING it 9p 95 C 7 BR -- ti ��G GQ� �Q \ \ PERC—PES HOUSE 8:25 10 MIN TRENCH 1 B \ �y1 1 -- 1—C \ 80 8:35 \ \ w \ 2.15 5 8:35 -- FS -- s TH-1 �� \ 1 \ \ \ TR NCH 2 \ \ 'UNKNOWN V� \ \ I TEST HOLE \ \ \ 6s G 1 ,0 \ P 15 \ WAS GROUND WAT[7R I SLOPE ENCOUNTERED? IF YES, AT WHAT DEPTH? DEPTH TO WATER AFTER MONITORING? DATE: TH X READING DATE CLOCK NET TIME WATERTIME LEVEL READING NET DROP 1 6/5/19 8:15 -- 3.15 -- 2 8:25 10 MIN 5.13 1.98 3 8:25 1 -- 3.15 -- 4 8:35 10 MIN 5.30 2.15 5 8:35 -- 3.15 -- s 8:45 10 MIN 5.27 2.12 PEROLATION RATE 4.7 (min/inch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 1 FT AND 2 FT COMMENTS: Test hole excavated by POMRANING EXCAVATION. 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:PAMONE ENG SVC LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 ®-�OF. A ®®� ,� �" qs��� �6j�P '�y�� � �.. .... ... ..: .�� � Steven R. Porno' ie � E 814 ���s RECo3/26/2Lt'r�® ���>�pSStO�P`� �® ®�a'�• Dote 4/9/2019 RECORD DRAWING Scale DRAWN BY: HARMANY RANCH — EAGLET AERIE, LOT SPINELL HOMES INC. 8130 HARMANY RANCH ROAD EAGLE RIVER, AK 99577 DRM P.I.D.TNO - -s7 PERMIT NO, OSP191008 SOILS LOG Street 3 OF 3 -v'Ing • i �• • 1 •• • � •• • a `a a • OWNER OF LAND: Spinel) Homes ADDRESS: gore Hole Data Depth From To LEGAL DESCRIPTION Harmany Ranch- Eaglet Aerie Lot 7 DATE: 3-26-19 0 2 PERMIT NUMBER: OSP191008 DATE OF ISSUE: 1-14-19 TAX IDENTIFICATION NUMBER 05038187000 Is well located at approved permit location: ❑Yes ❑No Method of Drilling: ❑air rotary ❑cable tool Depth of Well: 440' Casing Type: Steel Wall thickness .250 inches Diameter: 6 inches, depth 429 feet Liner type 2 4 4 18 18 21 21 23 23 57 57 84 Static Water Level: 180 feet Recovery Rate S ® gpm ❑ gph Method of Testing Air Well Intake Opening Type: ❑ open end ❑open hole ❑ Screened Start feet Stopped ❑ Perforations Start feet Stopped Grout Type: Bentonite Volume: 50lbs Depth: from 2 feet, to 42 feet 84 341 341 370 370 424 424 428 428 440 Well Disinfected Upon Completion: ®yes Ono Method of Disinfection: Chlorine 50 PPM Comments: Tight bleeding hardpan at water bearing zone, open holed to get maximum yield. Casing Stickup Overburden Silty Sand & Gravel Tight Silt & Sand w/ Gravel Silty Sand & Gravel 2 GPM Hardpan Clay Silt & Sand Wet Clay Heaving Silt & Sand Clay Clay & Gravel Wet Hardpan & Clay 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. R -w uwi amLio ��� 4 • �• �,� www.suilivanwaterwells.com Pump Installation Log Well Drilling Permit Number: SW OSP191008 Date of Issue 1/14/19 Parcel Identification Number: 05038187000 Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. 0o F 00 v °IT 3 0o F 00 v °IT MUNICIPALITY GE ANCHORAGE On -Site Water & Wastewater Program PO Box 195650 4700 Elmore Road Anchorage. Alaska 99519-6650 Phone: (907) 343.7904 Fax: (907) 343-7997 htlp:)Avn.rw,rnuni.org/onsite On -Site Water & Wastewater System Permit Permit Number: OSP191008 Work Type: WellSeptic initial Tax Code Number. 05038 187000 Site Legal Address: HARMANY RANCH - EAGLET AERIE LT 7 G:0260 Site Mailing Address: Owner: SPiNELL HOMES INC Design Engineer: PANNONE ENGINEERING SERVICES This permit is for the construction of: 21 Disposal Field d Septic Tank ❑ Holding Tank ❑ Privy Effective Date Expiration Date �oC •S;. L)clrirCm�•�il�� 1/1412019 1/14/2020 Lot Size in Sq Ft: 65117 Total Bedrooms: VIM 21 Private V%+ell ❑ 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 pest to s' en ii Y`e Special Provisions: A k=44-Gle is required prior to construction of the drainfields to confirm percolation rate a I et+tirate. If results require a design change, construction shall stop pending On-site review and approval of a change order. Please submit results with the inspection report. v P.P 4 a Co r\ ve A -kon oL ' 7 e d ry o m se p -h'C S Q A-(-Crn . Received B% Issued By: Date: i. Date: Municipality of Anchorage P.O. Box 196650 e 4700 Elmore Road Anchorage, Alaska 99519-6650 a (907) 343-7904 a Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Department On -Site Water and Wastewater Section .1\\CIIC � n �r x x x x VARIANCE/WAIVER REVIEW x x x x Waiver#: OSV191015 COSA#: Permit#:OSP191008 PID#: 050-381-87 Legal Description: HarmanV Ranch - Eaglet Aerie Lot 7 Engineer: Pannone Engineerinq Services Applicant: Spinell Homes Your request for a waiver of the required 50 feet horizontal separation from the absorption field to the excessive slope has been approved. The approved separation distance is 25.0 feet. See engineer's waiver request and profile drawing for justification. This waiver approval applies to the proposed absorption field only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. ............................................... ■ ............................. ■ K Waiver is Granted: X Waiver is not Granted: Date: y 1 Approved by: ayeew CLO -0 Name of Reviewer **** VARIANCE/WAIVER REVIEW **** MUMCIPALITY 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. 050-381-87 Property owner(s) Spinell Homes Inc. Day phone Mailing address 1900 W. Northern Lights, #200 Anchorage, AK 99517 Site address NSN Harmany Ranch Road Legal description (Sub'd., Block & Lot) Harmany Ranch - Eaglet Aerie, Lot 7 Legal description (Township, Range & Section) Lot Size 65,117 Sq. Ft. Number of Bedrooms 6 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑x Initial Fx-1 Single Family (SF) ❑X ADU) Septic Tankx❑ Upgrade(w/wo ❑ (D) ❑ Holding Tank EJ Renewal Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑x Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Co# Y oj_n � 4n s A Stype ' C,O Distance:Ji" 1 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: 4 'ab Date of Payment: 1 I q I jQ Receipt Number: OR3116 Permit No. 15 io 11I061 Permit App_:- :- :'-. c Waiver Fees: C, :2 5 Date of Payment: 15 9 Receipt Number: 02 7 3/l G Waiver No. O S v 1910 ] 5 f Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve(@r)anenRak.com April 9, 2019 Subject: Harmany Ranch — Eaglet Aerie, Lot 7 Septic System and Well Install Permit Request Design Narrative C.o#1 This is a design narrative for a permit to install a new septic system and well to be issued for this property. The proposed systems will serve a proposed seven bedroom (7) bedroom house. Currently the lot is undeveloped. This lot and the surrounding developed lots are served by private wells. Required separation distances to wells will be maintained. 1. Soils. One test hole was performed in the vicinity of the field. Three test holes were performed on this lot by Michael E. Anderson in October of 2013 (on file at the MoA), and groundwater was monitored for at least seven days. Ground water was observed at a depth of 6.5' and 7' below the surface in the test hole monitor tubes after the 7 day monitoring period. Bedrock was not encountered in the test hole. See note on plan sheet 1. Based on the results of the percolation tests and overall soils appearance as encountered by PES; an application rate of 1.2 gallon/day/square feet was used for a conventional wastewater system in the area of the test hole. 2. Soil Absorption System Design. a. See Sheet 1 of the design package. 3. 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. 4. Topography: The existing topography generally slopes from the northeast to the southwest in the area surrounding the septic system between approximately 10% and 20%. There is a slope of approximately 45%, located approximately 33 feet downhill of this system. See slope waiver. 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 pro oseinstallation will not affect the future development of this or the surrounding lots. Steven R. Pannone, P.E. Anchorage Milalling: P.O. Dox 100217, Anchorage, AK 99510-0217 Palmer Mailing: P.O. Box 1807, Palmer, AK 99645 Telephone: (907) 745-8200 FAX: (907) 745-8201 pliq 1111! Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@panengal<.com April 9, 2019 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road P. 0. Box 196650 Anchorage, Alaska 99519 Subject: Harmany Ranch — Eaglet Aerie, Lot 7 Septic System to Steep Slope Waiver Request Ladies and Gentlemen: I am writing to request a separation distance waiver between the proposed septic system and a slope of greater than 25% to twenty-five feet (25'). The soils in this area are typically Hydrologic Soils Group A which contains organics underlain by sand and gravel (gw/gm/sm), as shown on the soils log. Due to the nature of and drainage capacity of the soils found in the area (HSG A) the designed infiltration line of 45% for septic system installation on steep slopes should be used instead of the assumed/worst case soil classification infiltration line of 25%. The slopes and soil types enable installation of any conventional system without the system effluent "daylighting" at any distance of concern. Granting this waiver will not pose a threat to the safety of this lot or the surrounding lots. Please contact me if you have any comments or concerns. Sincerely, April 9, 2019 Steven R. Pannone, P.E. Attachments: Owner/Civil Engineer -Site Plan Anc!?gar r,a�:. �"'Jailing: P.O. Box 100217, Anchor.ige AX "95.10-021.7 Palrn,er i'i'iailirig' i,.C). Dox 1807, Pah-ner, f -i 99i 45) =5-D 2',00 FAX.: (==j0 7 15--820- *NOTE: DESIGN PARAMETERS DESIGN PARAMETERS /TEST HOLE MONITOR TUBES FOUND IN THE FIELD PRIMARY SEPTIC SYSTEM RESERVE SEPTIC SYSTEM ' DO NOT MATCH TEST HOLE LOCATIONS ON SUBDIVISION N0. BEDROOM: 7(1,050 gpd) -.No. BEDROOM: 7(1,050 gpd) SOILS REPORT. TEST HOLE LOCATIONS SHOWN ON THIS SHEET ARE FROM iPHONE GPS AND ARE AT APPROXIMATELY TANK SIZE: 2000g TANK SIZE: AS SPECIFIED BY t10' ACCURACY. TEST HOLE NUMBERS SHOWN ON THIS SHEET -PERC RATE: 1 —5 MPI CAT III MANUFACTURER FOR EXISTING TEST HOLES ARE GUESSES AS THE LOCATIONS SOIL RATING: 1.2 GPD/SF PERC RATE: 30-60 MPI ARE VERY DIFFERENT FROM THE SUBDIVISION SOILS REPORT. AREA ROD: 875 SF SOIL RATING: 2 GPD/SF PERCOLATION TEST READINGS ON SUBDIVISION SOILS REPORT SYS. TYPE: WIDE TRENCH 0.5'ED AREA RQD: 525 SF ARE SUSPICIOUS. GROUND TOPOGRAPHY FROM SOILS REPORT DOES NOT MATCH THE ACTUAL TOPOGRAPHY OF MIN LENGTH: 175 LF SYS. TYPE: WIDE TRENCH 2.0'ED THE SITE. DISCREPANCIES ARE SUCH THAT THE SUBDIVISION RF: 0.70 SOILS REPORT DOES NOT APPEAR TO BE USABLE IN THE USE: MIN LENGTH: 73.5 LF DESIGN OF A SEPTIC SYSTEM. A NEW TEST HOLE WILL BE PERFORMED TO VERIFY SOILS BEFORE (2EA) 9OLFx5'WxO.5' E.D., 1.0' TD j INSTALLATION OF SEPTIC SYSTEM. TOTAL AREA: 900 SF USE: (2EA) 50LFx5'Wx2.0' E.D., 3.0' TD TOTAL AREA: 714 SF LOT 6 *UNKNOWN r TEST HOLE ygRhgN *TH-6-2013 OR ��NCN RCA .. SO F TH-6A-2013 0 (MICHAEL E ANDERSON) 15' T&.E ESMT/ SFAT� RESERVE FIELD (P) \ c (2EA) 5 LF x 5'W x 2.0'ED x 3.0'TD WELL (P) LOT_ 8 2,000g SEPTIC TANK (P) I FOUNDATION CLEAN OUT, DOUBLE CLEAN OUT*TH— 14 2013 AND FLOW SPLITTER, {MICHAEL E ANDERSON) 7 BR HOUSE (P) JPS 93 O� 0 TH- .. s �O 3 .7... s s PES 1 \� IV. s..W�ss , PRIMARY FIELD (P) 1.01.0 (2EA) 90LF x 5'W x 05ED x 1.0'TD INSTALL CLEAN OUT AND MONITOR TUBE AT EACH END LOT �w REMOVE ORGANICS AND PLACE SAND TO LEVEL FIELD *UNKNOWN / V - TEST HOLE 0 DRAINFIELD COVER NOTE: ll ` Pcy 5� MINIMUM COVER OVER DRAIN FIELD SHALL BE 2.5' WITH O?_ RIGIDINSULATION OR 3.0' WITHOUT INSULATION. SIDE SLOPES SHALL BE 3:1 MAX. NOTES: T D 4'�d�` CHANGE ORDER PATOIVE ENG SSC, LLC (�F q�l 4/12/2019 P.O. BOX 100217 ANCHORAGE, AN 99510 PHONE (907) 272-8218 FAX (907) 272-8211 -o-co�y¢�a Sco1e DRAWN BY:_(j 1"=50' DRM ...... . P.I.D. NO HARMANY RANCH - EAGLET AERIE, LOT -381-87 SPINELL HOMES INC. Steven R. Pannone PERMIT N0. NSN HARMANY RANCH ROAD ���Fc CE 8149 ,�®� OSP 191008 PLAN EAGLE RIVER, AK 99577 1OFESSION�'�� Sheet 1 OF 4 (� 4- WEIGHT WEIGHT CALCULATIONS Buoyant Force = Weight of Water Displaced ((Plx(4.8)" 2/4)x16)x62.4 PCF = 18,321 # Up CLEANOUT 10 —� L' COUNTER WEIGHT F 3.6' NATIVE MATERIAL Assume water ® surface - oil soil saturated Assume angle of repose = 0 Degree \ 2' MOA TYPE II GRAVEL (NFS) Assume bedding does not odd to force down Weight of anchorage tank 2,000a tank: 1,772 lbs BED TANK W/ Weight of MoA Type II (135 PCF - 62.4 PCF)=72.6 SEWER ROCK pcf 2000 SEPTIC TANK (2'x4.8x i 6)x72.6 PCF = 11,151 4' Down Weight of Native Soil (120 PCF - 62.4 PCF)=57.6 pcf LIMEYS OF EXCAVATION (3.6'x4.8x16)x57.6 PCF = 15,925 n Down {-- 2' TY P.. Total Weight on Tank = 8,755 m OK! TANK SECTION 50.0 FINAL GRADE 25.0—� 2.5`""� EXISTING P \Op1 GRADE DRAIN FIELD / `NS SLOPE SECTION NOTES: ®® _ OFA 0�� Dote PARI ONE ENG SVC, LLC CHANGE ORDER P.O. BOX 100217 ANCHORAGE, AK 99510C'4s��i 4/9/2019 PHONE (907) 272-8218 FAX (907) 272-8211 DRAWN BY: ,04 • 49TH DR ) O� NTS M NO HARMANY RANCH — EAGLET AERIE, LOT 7 / P.I.D.�;-;C�� • • , • • ; � OSD-381- 1-87 SPINELL HOMES INC. Steven R. Pannone PERMIT NO. NSN HARMANY RANCH ROAD �� <� CE 8149 4 OSP191008 DESIGN DETAILS EAGLE RIVER, AK 99577 pSstolSh3e0F 4 'iik 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 AND IN ACCORDANCE WITH AMC 15.65 AND 15.55. 2. SCOPE OF WORK: INSTALL NEW SEPTIC TANK, SOIL ABSORPTION SYSTEM, AND WELL. 3. GROUNDWATER WAS ENCOUNTERED AT A DEPTH OF 6 FEET BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 6 FEET BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY. 4. THE CONTRACTOR (BOTH WELL AND SEPTIC SYSTEM CONTRACTORS) SHALL HAVE ANY WELL LOCATION AND SEPTIC LOCATION STAKED AND ANY LOT LINE AND WELL RADIUS SHOWN ON THE PLAN WITHIN 30 FEET OF THE PROPOSED SYSTEM STAKED BY A REGISTERED LAND SURVEYOR BEFORE STARTING THE WORK. 5, THE CONTRACTOR IS RESPONSIBLE FOR ALL R.O.W. AND OTHER REQUIRED PERMITS, OTHER THAN THE ATTACHED. 6. THE CONTRACTOR SHALL CALL FOR LOCATING OF ALL BURIED UTILITIES. 7. THE CONTRACTOR SHALL PROVIDE 24 HOUR NOTICE TO THE ENGINEER PRIOR TO START OF WORK. ALL SURVEYING AND LOCATES SHALL BE IN PLACE PRIOR TO NOTIFYING THE ENGINEER. 8. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY BETWEEN THE APPROVED DRAWINGS AND SITE CONDITIONS/LIMITATIONS POTENTIALLY CAUSING THE NEED TO MODIFY THE DESIGN. 9. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL SUBMIT RED—LINE AS—BUILT DRAWINGS TO THE ENGINEER. THE RED—LINES SHALL INCLUDE PIPE LENGTHS, ORIGINAL GROUND ELEVATIONS, PIPE ELEVATIONS, AND TANK ELEVATIONS. 10. THE CONTRACTOR SHALL PROVIDE PHOTOGRAPHS OF THE SYSTEM INSTALLATION TO INCLUDE BOTTOM OF EXCAVATION, TOP OF PIPE WITH CLEAN—OUTS AND MONITOR TUBES INSTALLED, INSTALLED TANK AND FINAL GRADING. 11. THE CONTRACTOR SHALL PROVIDE DATA (UPON WHICH THE RECORD DRAWING SHALL BE BASED) TO REPRESENT THE PROJECT AS CONSTRUCTED. THIS DATA IN CONJUNCTION WITH THE PERIODIC FIELD OBSERVATIONS BY THE ENGINEER (OR HIS DESIGNEE) AS REQUIRED BY AMC 15.65 DOES NOT GUARANTEE THAT THERE ARE NO HIDDEN DEFECTS BY THE CONTRACTOR. 12. THE CONTRACTOR SHALL SIGN THE FOLLOWING: I CERTIFY THAT ALL WORK WAS PERFORMED IN ACCORDANCE WITH THE APPEND PERMIT, AND ANY AND ALL CHANGE ORDERS, AND THAT THE AS—BUILT REDLINES ARE TRUE AND ACCURATE REPRESENTATION OF THE PROJECT AS CONSTRUCTED. CONTRACTOR: BY: DA TITLE: ABBREVIATIONS W WATERLINE/ TH TEST HOLE WELL RADIUS (P) PROPOSED (E) EXISTING SS NEW SEPTIC CO CLEAN OUT NO. MT MONITOR TUBE NO. TYP TYPICAL NOTES: 1®��\ Dote CHANGE ORDER PANNONE ENG SVC, LLC ��� °�i P.O. BOX 100217 ANCHORAGE, AK 99510 '�� �� A� 9s�0� 4/9/2019 PHONE (907) 272-8218 FAX (907) 272-8211 �GjP �y+�j} Scale DRAWN BY: �r� NTS DRM "' "' """ P.I.D. NO HARMANY RANCH — EAGLET AERIE, LOT 7 , • • . , , . • . • _ . .. • se -381-87 SPINELL HOMES INC. Steven R. Pannone PERMIT NO. r,;9% CE 8149 "cQ�s� OSP191008 NSN HARMANY RANCH ROAD PLAN EAGLE RIVER, AK 99577 k P��r�� Sheet kPROFESSION ,'\,aioyo 2 OF 4 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 TEST HOLE 1 OR ORGANICS WELL GRADED GW GRAVEL WITH BOULDERS GM/ SILTY GRAVEL SM AND SAND BOH DATE PERFORMED: 3/21/2019 SOILS LOG - PERCOLATION TEST SLOPE x TH SITE PLAN UOWNOLE'TH-6-2013 ORTH-6A-2013' ,(MICHAEL E ANDERSON) <•' LOT 8 J / 1/ 1 J} TH-1 / 2 PES LOT 6 'TH-14-2013 (MICHAEL E ANOERSOD 1. LOT x UNKNOWN TEST HOLE WAS GROUND WATER SLOPE ENCOUNTERED? Y IF YES, AT WHAT DEPTH? -6' DEPTH TO WATER AFTER MONITORING? -6'- DATE: 4/8/2019 TH X READING DATE CLOCK TIME NET TIME WATER LEVEL READING NET DROP 1 3/21/19 1:15 11-- 2.67 - 2 1:25 1 10 MIN 5.72 3.05 3 1:25 - 2.67 -- 4 1:35 10 MIN 5.62 2.95 5 1:35 2.67 -- 6 1:45 10 MIN 5.61 2.94 PEROLATION RATE 5.2 (min/inch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 3 FT AND 4 FT COMMENTS: Test hole excavated by POMRANING EXCAVATION. PERFORMED BY: Dan Moran. I CERTIFY THATTHIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. NOTES:PA1` NONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211���P. 4��� �0 OF A�gs�1! �y�+ •' �j /S "' 1 Steven R. Pannone . CE 8149 .'4� j cs• •.��,,,�, ���e�d\ O..s.9.'��� Date 4�9�2019 CHANGE ORDER Scale NTS DRAWN BY: HARMANY RANCH - EAGLET AERIE, LOT --4 SPINELL HOMES INC. NSN HARMANY RANCH ROAD EAGLE RIVER, AK 99577 DRM P.I.D. NO 050-381-87 PERMIT N0. OSP191008 SOILS LOG Sheet 4 MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 4700 BRAGAW STREET ANCHORAGE, AK 99519-6650 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: LOT 7, HARMANY RANCH SUBDIVISION PERFORMED FOR: JERRY HARMAN DATE: 8/29/17 PROJECT No.: PARCEL ID#: TECHNICIAN: J. MILLETTE DEPTH TEST HOLE 6A (&I) OB/OG 2 4 5 6 7 8 9 10 12 13 14 15 16 17 18 19 20 SiLi,( GRAVEL WITI I SAND GM/SM BOH @ 7' SLOPE SITE PLAN SEE SHE PLAN WAS GROUND WATER ENCOUNTERED? yls IF YES(i�i, WI lATDEjTi 1'7 6.5' DEPTH OF WA'I ER AF`I'ER MONITOR ING: 6,5' % DATE OF MONFI ORIN ;-, 11'151" r DATE READING GROSS TIME (MINUTES) NET TIME (MINUTES) WDEPTHATER To (INCHES) NET DROP (INCHES) TEST HOLE PRESOAKED PRIOR TO TESTING: 8/29 1 9:51 0,001, 2 9:53 2 6.001f 6.0011 3 9:54 0.00" 4 9:55 1 6.00" 6.00" 5 1 9:56 1 0.001, 6 9:57 1 6.00" 6.00" PERCOLATION RATE: >1 (MINANCH) FERC. HOLE DIA. :_(INCHES) TEST RUN BETWEEN: 2 FT. and 3 FT. COMMENTS: TEST I-i0t.,E PPE SOAKED PRIOR TO TEST. SAND FILTER REOUMED DUE TO EXCESSIVE ABSORPTION RATE. TEST PERFORMED BY ANDERSON ENGINEERING. 1, MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE: 9/11/17 MUNICIPALITY OF ANCHORAGE DEVFLOinMENT FERVicFs DEPARTMENT 1700 BRAGAW ANCHORAGE, AK 99519-6650 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: Lo -i 7, HARMANY RANCH SUBDIVISION PERFORMED FOR: JERRY HARMAN DATE: 1011&12013 PROJECT No.: PARCELID#- TECHNICIAN: A. HARALA DEPTH TEST HOLE 6 (feet) 2 3 4 5 6 7 8 9 1 11 12 13 14 15 16 17 18 SILTY GRAVFI- n. WITH SAND GI-I/Siv] SLOPE SITE PLAN SEE SIT E PLAN p WAS GROUND WATER ENCOUNTERED? IF YES 0� WHAT DIT'l IP S BOH 11' DEPTH OF WATER AF0 PCR 6. 5' L 5% @ DATE 01, MONITORING: iCt12 iia P E DATE READING GROSS TliIE (MINUTES) NET' Tlf'�E (MINUTES) ATER o EPTH T D�A - I (INCHES) NET DROP (INCHES) TEST HOLE PRESOAKED PRIOR TO TESTING: 10/14 1 3:16 2.6311, 2 3:46 30 3.38" 0.7511 3 3:47 2.50" 4 4:17 30 3.2511 0.75" 5 4:18 2.63" 6 4:48 30 3.3811 0.7511 PERCOLATION RATE: 40 (MIN/INCH) PERO, HOLE DIA. 6" (INCHES) TEST RUN BETWEEN: 3 FT. and 4 FT. COMMENTS: TESTI HOLE PRE SOAKED PRIOR To TEST, TEST PERFORMED BY ANDERSON ENGINEERING. 1, MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE: 7/27/17 MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT /4.700 BRAGAW STREET ANCHORAGE, AK 99519-6650 DEPTH (feet) 1 - 2 4 5 6 7 8 9 12 13 14 15 16 17 18 19 20 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: LOT 7, HARMONY RANCH SUBDIVISION PERFORMED FOR: JERRY HARMAN DATE: 10/15/13 PROJECT No.: PARCEL ID#: TECHNICIAN: A. HARALA I TEST HOLE 14 1 OB/OG SILTY GRAVEL WITH SAND GM/SM GRAY/BROWN BOH n, n r -i SLOPE .CID ,,57V 49th- ........... I ....... I ................ MICHAEL E. ANDERSON No. CE -4381 ............ Professional Enaincers Siam SITE PLAN SEE SITE PLAN WAS GROUND WATER ENCOUNTERED? YES IFYE-S@WHAT DEPTH? 7. S DEPTH OF WATER AFTER MONITORING: 6.5' 2% DATE OF MONITORING: 10/2511,5 DATE READING GROSS TIME (MINUTES) NET TIME (MINUTES) DEPTH WATER (INCHES) NET DROP (INCHES) TEST HOLE PRESOAKED PRIOR TO TESTING: 10115 1 2:29/2:39 10 5,75/10.25 4.5011 2 2:40/2:50 10 5.38/9.19 3.8111 3 2:51/3:01 10 5.25/9.00 3.75" 4 3:02/3:12 10 5.38/9.19 3.81'1 5 3:13/3:23 10 5.44/9.25 3.81" 6 3:24/3:34 10 5.38/9.12 3.75" PERCOLATION RATE: 3 (llvllN/INCH) FERC. HOLE DIA. 611 ----(INCHES) TEST RUN BETWEEN: 6 FT. and 6.5 FT. COMMENTS: TEST HOLE PRE SOAKED PRIOR To TEST, TEST PERFORMED BY ANDERSON ENGINEERING. 1, MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE: 218114 MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I.D. 050-381-87 1. GENERAL INFORMATION Expiration Date: 62 — 3o — ?_C2v Complete legal description Harmony Ranch - Eaglet Aerie L7 Location (site address) 8130 Harmony Ranch Road Current property owner(s) Spinell Homes Inc Day phone Mailing address 1900 W. Northern Lights Blvd #200 Anchorage, AK Real estate agent I Day phone 2. TYPE OF DWELLING: El Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 7 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well El Private Septic 0 Water Storage ❑ Holding Tank ❑ Community Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ Waiver request for. Distance: Received by: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $15 - y V ��11 Date of Payment 3l a & l a 0X0 Receipt Number o 0 15g COSA# �SG��III�- q)R n Date: 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, 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. DSD SIGNATURE System #1 Approved for —7— bedrooms System #2 Approved for bedrooms Disapproved Conditional approv4for 17 By: Phone (907) 745-8200 Date 26Pe3 (Z_ bedrooms, with the following 2 Steven F2 f'onnone'j CE 8149 i � ItiDulations: Original Certificate Date: (' —:31 _'0 2-0 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 Checklist blue sheet Legal Description: Harmony Ranch - Eaglet Aerie L7 If more than 1 septic system on lot: COSA Checklist # 1 of 1 A. WELL DATA 01 Well log is filed with Onsite (or attached) Date drilled 3726/19 Total depth 440 ft Cased to 429 ft R Sanitary seal is functioning correctly Q Wires are properly protected Casing height (above ground) 24 in. Date of flow test for COSA 3/26/19 Static water level at beginning of test 180 ft. Comments B. TANK DATA Age of tank(s) 6/5/19 years Tank type/material s"t"s"" Measured operating fluid level in septic tank n/a W Standpipes/foundation cleanout per record drawing Date of pumping n/a D. ABSORPTION FIELD DATA Wide Trench Which system tested (date installed) 6/6/19 Q ALL standpipes present per record drawing Total measured depth from grade 4.0 ft (max) Measured depth to pipe invert from grade 3.5 ft (min) ❑ N/A — pressurized field On Monitor tubes go to bottom of effective. If not, state depth into effective H 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: COSA Checklist yellow sheet Parcel ID: 050-381-87 Structure served by this system 1 Well production at time of test 5 gpm Water storage tank volume n/a gallons Well disinfected for coliform test? ❑ Yes N IN Coliform bacteria is Negative Nitrate mg/L IN Nitrate less than MRL (ND) Arsenic ug/L ❑ Arsenic less than MRL (ND) Collected by Pannone Engineering Date of Sample 3/13/20 C. LIFT STATION ❑ Required maintenance completed Age of lift station years Lift station material Comments: Adequacy test date n/a Results ❑✓ Pass For 7 bedrooms Fluid depth prior to test in Water added gal New depth 'in Elapsed time min Final fluid depth in Absorption rate >1050 gpd Any rejuvenation treatment (past 12 months) If yes, enter date no 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' ❑✓ Yes Community Sewer Manhole/Cleanout > 100' ❑ Yes if No ft ❑ Yes if No Neighboring Tank > 100' ❑✓ Yes if No ft Private Sewer/Septic Line > 25' ❑ Yes if No Absorption Field on Lot > 100' M Yes if No ft Holding Tank > 100' 0 Yes if No Neighboring Absorption Fields > 100' ft Private Wells > 100' Animal Containment > 50' F/� Yes if No M Yes if No ft if No ft Community Wells > 200' ❑✓ Yes if No ft Manure/Animal Excreta Storage > 100' ❑✓ Community Sewer Main > 75' M, Yes if No ft 21 Yes if No From Septic/Holding Tank on Lot to: (Please enter distances if less than required) ft ft ft ft ft Building Foundations > 10' ❑✓ Yes if No ft Surface Water > 100' ❑ Yes if No 93 ft Property Line > 5' ❑✓ Yes if No ft Wells on Adjacent Lots: Community Wells > 200' ❑✓ Yes if No Surface Water > 100' Absorption Field > 5' ❑ Yes if No ft Private Wells > 100' ❑✓ Yes if No ft Water Main > 10'✓❑ 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' El Yes if No ft If absorption field is under driveway comment below Property Line > 10' [D Yes if No ft Wells on Adjacent Lots: Water Main > 10' ✓❑ Yes if No ft Private Wells > 100' Yes if No Water Service Line > 10' ✓❑ Yes if No ft Community Wells > 200' ❑✓ Yes if No Surface Water > 100' ❑ Yes if No 87 ft F. ENGINEER'S COMMENTS G. ENGINEER'S CERTIFICATION I 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. ,00031 COSA Checklist yellow sheet g Steven (;. i'cinnone CE 8149 Mi.� ft ft Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@panengak.com March 27, 2020 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road P. 0. Box 196650 Anchorage, Alaska 99519 Subject: Harmany Ranch — Eaglet Aerie L7 8130 Harmony Ranch Road Septic Tank & Drain Field to Surface Water Separation Distance Ladies and Gentlemen: I am writing in response to the comments generated on 3/26/2020. The comments have been addressed as follows. Comment 1. Please apply for and pay for a waiver tank and field to surface water. Response: Per AMC 15.65.205.B.1.e; 100 feet to surface water, measured along the path which overflowing wastewater would travel. Per AMC 15.65.210.B.1.a; 100 feet to surface water, measured along the path which overflowing wastewater would travel. Both worst case flow and expected flow paths for the septic tank and drain fields have been depicted on the attached record drawing. Worst case flow paths are greater than 100 feet to surface water therefore no waiver is required at this time. Comment 2 & 3 Response: Both comments 2&3 have been addressed. Please contact me if you have any comments or concerns. Sincerely, March 27, 2020 Steven R. Pannone, P.E. t,nchalrage " la;Ii < P.0. Bo Y, x002"- I, ,iii _ho rae, All 99�.� f�?li'C}2 fvlla?llny: P.O. Box 1807, Palm ,-, Al/ 9"5z" Telephone: hone: (-9,07) 7 l5-2,200 FAX: (907 7Ac-8201