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Home My WebLink AboutRABBIT CREEK VIEW & HEIGHTS BLK 7H LT 33BOnsite File #020 am u7I am 66 Municipality of Anchorage Community Development Department Page 1 of 2 On-Site Water and Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907)343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP171077 PID Number: 020-571-66 ❑✓ New ❑ Upgrade Name: ABSORPTION FIELD STERLING & ENJOLI STRAIT Address ❑ Deep Trench 0 Shallow Trench ❑ Bed ❑ Mound 7835 PAINE ROAD ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 4 1.2 GPD/SF 2.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe Subdivision Block Lot 1.5 Ft. 0.5 Ft. RABBIT CREEK VIEW&HEIGHTS 7H 33B Fill added above original grade Gravel length Township Range Section 1.0-2.0 Ft. 2@50 Ft. Gravel width Beds:Number of Lines Distance between lines SEPARATION DISTANCES 5.OFt. N/A N/A pt. To Septic Absorption Holding • Sewer Total absorption area Number of trenches Dist.between trenches From Tank Field Lift Station Tank Line 500 Ft2 2 7.2 Ft. Well 115.4 141.3 125.7 N/A 102.4 TANK ❑Septic I]S.T.E.P. ❑Holding ❑Other Manufacturer Capacity Surface Water 100+ 100+ 100+ N/A ANCHORAGE TANK 1250GaI. Material Number of compartments Lot Line 40.3 10.9 45.8 N/A STEEL 2 NA Foundation 10.9 38.3 20.7 N/A LIFT STATION Manufacturer Capacity Curtain Drain 50+ 50+ 50+ N/A Gal. Pump on level at Pump off level at High water alarm at Remarks in. in. in. Pump make and model Electrical Inspections performed by PIPE MATERIAL House to tank 3034 Tank td 3034 Installer drainfiel SANDERS & SANDERS Drainfield 3034 CO/MT 3034 Inspector Pannone Engineering Services BENCH MARK (Assumed elevation) 90ft inspeectio: 1v 11/12/18 2"0 11/13/18 Location and description 3° 11/15/18 a'" O.G. AT FOUNDATION CLEANOUT COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp `1�\\�� tk OF aCgt � Conditional Approval: Date FAQ'••. • St y It '' haven '.'1oannora e Aff �/ CE 8149 A pP rov 1 Date T "(01 �}��_"'�'O ��P�- w., Inspection Report_1-1-12.doc DESIGN PARAMETERS / y c 25 PRIMARY SEPTIC SYSTEM 24 ' / NO. BEDROOM: 4(600 gpd) / UNDEVELOPED LOT / �' i TANK SIZE: 1250g ' *.-- .* PERC RATE: 1.8 MPI / r.- *** .._.,..111 SOIL RATING: 1.2 GPD/SFO WELLS OR SEPTIC W/I / ** i741 AREA RQD: 500 SF 200' OF PROPOSED SYSTEM / I % /_ ` _._/_ AGIT_OF REDUCTION FACTOR: 1.0 - - FILL I 1- M'i- ADJUSTED ABSORPTION AREA: 500 /•\ 'SYS. TYPE: WIDE TRENCH 0.5'ED • _ . -� - - �` , J~ - -T NORTH 13CALE.1ib 50 MIN LENGTH: 100 LF .,` - - . ._ _ _ - - - - ..--r-\ / aD \-9 \ TH PES \ \ 1 Q \ \ \ / \ USED: \\ \ r / P09 \ 1 \ / I / I \ (2EA)5OLFx5.0'Wx0.5' E.D., 2.0' TD \ I o / I TOTAL AREA: 500 SF 64 l \ / I II INSTALLED ABSORPTION FIELD I i 4 \ /Si N. 1 f \ (2EA)5OLFx5.0'Wx0.5'E.D..2.0'T.D. W/ `'- -_' jam:4 ! >m. \ 1 1 \ f\\ \ 2"R.I. OVER FIELD & 1.0' SAND T i 1 7.12 �� \ \ �� /� \ 71 \ 1 1 \ \ \ 1 sa - r - - , ,---;-___-;-01_-- i M^ \ , / \ \ . ` /\ \ 3 y ,. / 1 I \ ' \34- ,e - - \ /�\ \ \�/\ \\ L I ~I' INSTALLED 1250 PTIC TANK - --'7-. _4BR' - A / \ \ / \�j W/FC BEFORE & DCO AND QUANTICS.es ' z / \ / / \ 1 - TRU-FLC FS AFTER 7 SSD \.a I I - -hoot I _ t� '08.9 � � � \ _ I\ �I1Q41 \ ' _ _ _ A B UNDEVELOPED LOT I1f Ii , ,oe ' r \ `\DRIVEJ/AY - - , T1 60.7 12.1 l / _ - �/ ' T2 64.2 19.3 \,, i \ / 12 N. \ \ - - / v DC1 64.5 22.9 1 \ I / \\ ` 7 - \ / DC2 62.1 24.3 - N. Imo. _ <I . - ` - . i . , ./ FS 40.4 47.2 \ f WELL Cl 51.4 25.4 I" 11 M1 50.9 26.9 `- - \ ` f PAINERD C2 33.0 74.3 - - - \ - \ ' \ - II M2 34.2 72.7 - \ C3 44.8 77.6 NO WELLS OR SEPTIC W/I \ N. M3 42.6 73.5 200' OF PROPOSED SYSTEM C4 61.6 36.8 4 M4 61.0 40.7 z ,- z <0 00 0 5 '' ?W W W N m m u_U U d g j o 5 - FI EE F I 2 5 - EL:8 4- of DRAIN ROCK 5" AGOVE PIPE INV of 8 z LT 2 4"0 DRAIN PIPE F.C. EL: 3 u SOV h+:85.6 4.0 R.I NORh1:85.O _ I I . _ - __---- - �• O.G. SOUrn;64.5 NOR1ti•ae,O _ n,-1114.0 1250 g SEPTIC Iv T z �'` TANK 1.0' SAND LAYER ` 1 3 d SCR : 83 1 .5 SRO 5 DRAINDRAI�ROCIS 4 PROFILE NCR THni: 82.5 NORTH: 83.1 / 6 NOR iH: 82.5 6 7 01W 8 2.0':6/30/09 9 9.0:6/16/17 10 Su 71 Is DATE KftrORN�C 09/30/2009 • NOTES: PANNONE ENG SVC, LLC pF�� Dote 4/9/2019 ^RECORD DRAWING P.O. BOX 102954 ANCHORAGE, AK 99510 � ,�,��4" 4,n Score tr PHONE (907) 272-8218 FAX (907) 272-8211 fk'�.• _ ; *: •.• TH . .* 1" = 50' - RABBIT CREEK VIEW & HEIGHTS B7H L33B. AO P.I.O. NO •20-571-66 SITE: 7835 PAINE ROAD ., 'A: -annone PERMIT NO. DRAWN ACP STERLING & ENJOLI STRAIT CE 8149OSP171077 SITE PLAN 7937 PAINE ROAD / 1 Sheet ANCHORAGE, AK 99516 2 OF 2 A_,.Ane Drilling & Enterpr►-es Well Log Parcel Identification Number: 02057966000 Permit Number: #SW189333 Date of Issue: 10-2-18 Date Started: 92-3-18 Date Completed: 92-4-18 well located at approved permit location?x Yes ❑ No Legal Description: Rabbit Creek View&Heights Block 7H Lot 33B Property Owner Name& Address: Sterling& Enjoli Staight Crown Pointe I Borehole Data: Depth(ft) Method of Drilling x air rotary ❑cable tool Soil Type,Thickness& Water Strata From foCasing type:steel stick-up 0Wall Thickness: .250 inches Diameter:6 inches Depth: 43 feet 2 15 r:... T .. .. I gravelly silt ��s�rr xyi%�• silty gravel 15 73 Diameter: ,inches Depth: _feet .,,ravelly silt 23 43 Casing stickup above ground: 2 feet bedrock 43 106 Static water level(from ground level):6_1 feet Pumping level: 100 feet after 2 hours pumping 20 gpm Recovery Rate:20 gpm Method of Testing:air lift Well Intake Opening Type: 0 Open End x Open Hole • ❑Screened Start_ feet Stopped feet ❑ Perforations Start feet Stopped_ feet Grout Type: Irerttonile granules Volume: 1 hag Depth: _ Start 0 feet Stoecl ? feet Pump: Intake Depth feet Pump size hp Brand Name YNATER QUALITY TESTING Well Disinfected Upon Completion?x Yes 0 No Coliform ^1 2 COI/��fT11_ Method of Disinfection: chlorine tablets Nitrates 111g/L I Comments: Arsenic Well Driller: Alpine Drilling&Enterprises PO Box 110496 Anchorage AK 99511 1 MMIIMMEMMEML MUNICIPALITY OF ANCHORAGE Development Services Department \ ; Phone: 907-343-7904 On-Site Water& Wastewater Section Fax: 907-343-7997 Pump Installation Log Well Drilling Permit Number: 181333 Date of Issue: 10 12 18 Parcel Identification Number: 020_571_66CW Legal Description I Block I Jt.ot Property Owner Name At Address: -Rabit Creek View&Heights 7H 33R .�iterliny Enjoli Straight Go Crown Pointe P.O. Box 112313 Anchorage.AK 99511-2313 Pump Installation Date: 03 _02 _2019 Pump Intake Depth Below Top of Well Casing: 92 feet Pump Manufacturer's Name: Goulds Pump Model: 7H005 Pump Size: 112 hp Pitless Adapter Burial Depth: N/A feet Pitless Adapter Manufacturer's Name: NIA Pitless Adapter Installer: NIA Well Disinfected Upon Completion? 0 Yes 0 No Method of Disinfection: chlorine tablets -_ Comments: PLEASE SAVE FOR COSA Pump Installer Name: Company: Aarow Pump & Well Service, LLC Mailing Address: P.O. Box 110496 • City: Anchorage State: AK _zip: 99511- Attention: The pump installer shall provide a pump installation log to On-site within 30 days of pump installation. MUNICIPALITY OF ANCHORAGE On-Site Water& Wastewater Program „: . ; . PO vaz.196650 4700:I ENURE P::g:� . ;i•.^. 9:.;19-660 c,r,oe 907 3A .79i) ,• ^7' 34' 7 ! ?.r,. i r2?•:�,f.inSii;l. 5 .i.r .( 1 •3- . . "o.•. 9vr; 99? .,.. h!.-'. ':;rt:ri:.ori-:!,r• ile 0r On-Site Water & Wastewater System Permit Permit Number: OSP1613 33 Effective Date: 10`1212018 Work Type: WeiiSeptic Renewal Expiration Date: 10112:2019 Tax Code Number: 02057166000 Site Legal Address: RABBIT CREEK`JiE:h: &HEiGHTS ELK 7H LT 33B G:3340) Site Mailing Address: 7835 PAINE RC, Anchorage Owner: STRAIT STERLING H & ENJOLI M Lot Size in Sq Ft: 55975 Design Engineer: PANNONE ENGINEERING SERVICES Total Bedrooms: 4 This permit is for the construction of: El Disposal Field E Septic Tank 0 Holding Tank. 0 Privy � Pri Private Well 0 Water Storage All construction shall be in accordance with: .. 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 Reguiaticns 18AAC72.)and Drinking Water Regulations (18AAC81O) 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 (24/4 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: _ ' . 7 fA do /,� Date: IG i2 ; 5. Issued By: /( 4 ,4�,;2 //f ,,-, 7 t '/ 9/,2�.///, •- P^S..I� v ��.F'V41 :..Ci(•�.•... Lire. f /7,.) l r✓ £PLM4S MUNICIPALITY OF ANCHORAGE •Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On-Site Water&Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 020-5710/66 Property owner(s) Sterling & Enjoli Strait Day phone Mailing address 7937 Paine Road, Anchorage, AK Site address NHN Paine Road Legal description (Sub'd., Block& Lot) RABBIT CREEK VIEW & HEIGHTS B7H-LgA L336 Legal description (Township, Range& Section) Lot Size 28,947 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (®all that apply) Absorption Field ❑X Initial Single Family(SF) ❑X (w/wo ADU) Septic Tank 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: SLOPE SEPARATION Distance:0' 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) 4140 Permit/Rush Fees: 1S t Waiver Fees: a 1 5 Date of Payment: 5/51 11 Date of Payment: 5 f 5/11 v` 40 1 4 Receipt Number: 0\a'-��1 G Receipt Number: 01 a 4'-1 G &5P le 1333 Permit No. 0S? 191091 Waiver No. 05N/ 11102. 5 kie,,d Cad, CO Permit App__• IP NO 0177.66' l WI 04 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP181333, Deb Wockenfuss, 10/12/18 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP181333, Deb Wockenfuss, 10/12/18 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP181333, Deb Wockenfuss, 10/12/18 V `"""` `o�. MUNICIPALITY OF ANCHORAGE mens On-Site Water&Wastewater Program ti° Sir 3 }� r PO Box 196650 4700 Elmore Road . , y Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 ]� J http://ww.muni.org/onsite V. w 1),,,artnicnt 9NcIoR PGE On-Site Water & Wastewater System Permit Permit Number: OSP171077 Effective Date: 9/5/2017 Work Type: WellSeptic Initial Expiration Date: 9/5/2018 Tax Code Number: 02057135000 Site Legal Address: RABBIT CREEK VIEW& HEIGHTS BLK 7H LT 34A G:3340 Site Mailing Address: 7801 Paine RD, Anchorage Owner: STRAIT STERLING H & ENJOLI M Lot Size in Sq Ft: 28947 Design Engineer: PANNONE ENGINEERING SERVICES Total Bedrooms: 4 This permit is for the construction of: 0 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 4 I Received By: i r / Date: 7 Issued By: 1CQ. %('A ( ' •// / Date: 47920/7 pr11 Municipality of Anchorage ;, rMla::� L1)i1rtnient P.O. Box 196650 • 4700 Elmore Road Anchorage, Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997 http:l/www.muni.orq/Onsite Development Services Division On-Site Water and Wastewater Program **** VARIANCE/WAIVER REVIEW **** Waiver#: OSV171025 COSA#: Permit#: OSP171077 PID#: 020-571-35 Legal Description: Rabbit Creek View& Heights Block 7H Lot 34A Engineer: Pannone Engineering Services Applicant: Sterling & Enjoli Strait 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 0.0 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. El The affected adjacent property owner(s) have been given a 7 day notice regarding this waiver. ❑ Notarized letter(s) of nonobjection have been received from the owner(s) of the affected adjacent property. • PI Adjacent properties are not affected by this waiver. Waiver is Granted: X Waiver is not Granted: Date: 7/5/Z°1 7 Approved by: /e1 viit 4 avtoil Name of Reviewer ***'k VARIANCE/WAIVER REVIEW **** MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On-Site Water&Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 020-571-35 Property owner(s) Sterling & Enjoli Strait Day phone Mailing address 7937 Paine Road, Anchorage, AK Site address NHN Paine Road Legal description (Sub'd., Block& Lot) RABBIT CREEK VIEW & HEIGHTS B7H L34A Legal description (Township, Range & Section) Lot Size 28,947 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (®all that apply) Absorption Field ❑X Initial ❑X 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: SLOPE SEPARATION Distance:0V 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: I S Waiver Fees: oa 1 5 Date of Payment: 5/5111 Date of Payment: 5/5/11 Receipt Number: 0 a`k1 G Receipt Number: 013'47 G Permit No. 05? 19 1 Orl r1 Waiver No. OS V 1 rl 1 oz. 5 Permit App_:-'•:..,c Pannone Engineering Services sic Steven R. Pannone, Principal Registered Professional Engineer E-mail:steve@panengak.com September 1, 2017 Subject: RABBIT CREEK VIEW & HEIGHTS B7H L34A Well and Septic System Permit Request Design Narrative This is a design narrative for a permit to install a well and septic system to be issued for this property. The proposed system will serve a proposed four (4) bedroom house. Currently the lot is undeveloped. The system will utilize a new 1250g septic tank and a drain field. The surrounding lots are not developed. There are no wells within 200' of the proposed septic system. 1. Soils. One test hole was performed in the vicinity of this system by PES in JUNE 2009, and groundwater was monitored for at least seven days. Ground water was observed to a depth of 5' below the surface in the test hole monitor tube in JUNE of 2017. Bedrock was not encountered in the test hole to 12.5'. Based on the results of the percolation tests and overall soils appearance; an application rate of 1.2 gallons/day/square was used for an advanced 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 on the lot generally slopes from south to north, with a slope of approximately 10% in the area of the drain field. There are steep slopes within 50' of the proposed drain field. See waivers. 5. Waivers: We are requesting a separation distance waiver between the proposed septic system and a slope greater than 25%to a distance of 0'. 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 the proposed system without the system effluent "daylighting" further down the slope of the hill (see system site plan). 6. 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 Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 Page 2 of 2 Department, the note will be removed and "Issued for Construction" drawings will be issued. The proposed installation will not affect the future development of this or the surrounding lots. Please contact me if you have any comments or concerns. Sincerely, .. /V. Steven R.Pannone • / • 44111';x$5,..44 Steven R. Pannone, P.E. Owner/Civil Engineer • Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor Ave, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 DESIGN PARAMETERS / 25 PRIMARY SEPTIC SYSTEM 24 I NO. BEDROOM: 4(600 gpd) / UNDEVELOPED LOT / TANK SIZE: 1250g �( '** *- �, PERC RATE: 1.8 MPI / _ �' *** ...z.SOIL RATING: 1.2 GPD/SF O WELLS OR SEPTIC W/I /4r. "`��,�" **, t AREA ROD: 500 SF 200' OF PROPOSED SYSTEM / i \ LIMIT F REDUCTION FACTOR: 1.0 FILL ` / "y;r( �\ / ADJUSTED ABSORPTION AREA: 500 --�- f SYS. TYPE: WIDE TRENCH 0.5'ED r _ _ ~ — AWE NORTH GALE : 1 so'N \ 19.3 — � N �! — -- N � N/ \ MIN LENGTH: 100 LF _ — — - - so ` / -� $ Tzooe s ` \ \ � N l\ \\ /\ \ USE: At \ / „ \ / I (2EA)5OLFx5.0'Wx0.5' E.D., 2.0' TD\\ '9 / \ / I TOTAL AREA: 500 SF ea ` \` .� , 12'1 \ / ONQEVELOPEp LOT 1// INSTALL ABSORPTION FIELD(P)\ — 4/� — — . / N \ 1 i \` /\ \\ T . W/ / l (2EA)50LFx5.0 Wx0.5 E.0.,2.0 .0 / y, \ i \ 2"R.I. OVER FIELD & 1.0' SAND \ \ \ \ \ -I, N ® _ � - - �1 k —� // $\ \ \ \ \ N / \ \ \ \ \s\‘` � • • RVE AREA \ 3 / \ 1 I \ \— B2 X34 `�` BASED ON AWWTS \ , ,\ \ — CAT III } \ \ \ \ ,. INSTALL 1250G SEPTIC TANK(P)�� _— 2oLFxs.o'Wxo.s'E.D..2.o'T.D. li\ �/ \ \ y\ W/FC BEFORE & DCO AND QUANTICS ss ' f� — - . \ \ • / / \ 1 1/ TRU-FLO FS AFTER \ v N I — -10o]-- 4BR� , \ 108.3 ` \ \\ l�\ I II II:13_ -sFp ) 106.6 / — _ _ - - - \ x � — /- UNDEVELOPED LOT I I 1 / \ \ N / I — — — , // /_ 1 3 J \ / _ / \ / // \ 1 / / WEAL (P) V 1/ / - - - 1 PAINE RD n 1 1 \ I - z\ - N - II \-i- NO WELLS OR EPTIC W/I 200' OF PROPO D SYSTEM � - — —� I �. / - — — — -- I II \ UNDEVELOPED LOT :RAIN Re K •" ABOVE PIPE INVERT 4 ' : PIP K • 6 v FITRF•:-1 TH-1 • OR .o..._._-1 94 ' -2.0 ''' o ---------'2..§..1:, O.G. -3.0 GM `�-� � . SM o 27.98- 3 - 1.•' AND SCpP' ic GC - - -y� - - � _ _ IH�_ _ q 16.7y SCOP SECTION A-A 469 Eco.c.) -12.s SCALE: 1"=10' 1/4A-14 -12.5 A. NOTES: \ Dote FOR CONSTRUCTION PN� G �C' LLC 07/27/2017 4• P.O. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 41 ••' Scale *la 1. i\4 •:* 1" = 50' •••4Q'•• P.I.D. NO RABBIT CREEK VIEW & HEIGHTS B7H L34A , ,,� 020-571-35 SITE: NHN PAINE ROAD '` ' •41even•A• laarnoie• PERMIT NO. DRAWN JRL CE 8149, STERLING & ENJOLI STRAIT :••• / OSP171077 i •VEV:09/01 20 7937 PAINE ROAD •• Sheet SITE PLAN ANCHORAGE, AK 99516 ''ARCMS* 1 OF 3 TEST HOLE 1 SOILS LOG — PERCOLATION TEST SLOPE SITE PLAN 1 OR ORGANICS , 2 Aila 41___ --. GM Silty GRAVEL 4 m , TH PES 111111, (2009) 5 SM Silty SAND ----- 6 TEST HOLE 7 8 m 9 10 SM Silty SAND m 11 V 4BR 12 AI `40(P) BOH _ inx DATE PERFORMED:05/30/2009 SLOPE WAS GROUND WATER ENCOUNTERED? Y TH 1 IF YES, AT WHAT DEPTH? -SEEPS ® 7-' DEPTH TO WATER AFTER MONITORING? - 7' - DATE: 06/30/09 9' ON 08/18/17 CLOCK WATER RATE SOIL TEST RESULTS/ANALYSIS READING GATE TIME NET TIME LEVEL NET DROP (MPI) • PERCOLATION RATE 1.8(min/inch) READING (Hydrologic Soils Group: HSG A) 1 30MAY2009 4.85"" • PERC HOLE DIAMETER 6" 2 10 MIN 10.47" 5.62" 1.8" • TEST RUN BETWEEN 3 FT AND 4 FT. 3 4.97" • TEST RUN FOR OVER AN HOUR, LAST THREE READINGS PROVIDED. 4 10 MIN 10.58" 5.61" 1.8" 5 4.72" 6 10 MIN 10.29" 5.57" 1.8" COMMENTS:Test hole excavated by homeowner PERFORMED BY:STEVEN R PANNONE. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. NOTES: NA Dote FOR CONSTRUCTION PANNONE ENG SVC, LLC OF 07/27/2017 P.O. BOX 102954 ANCHORAGE, AK 99510 '•• PHONE (907) 272-8218 FAX (907) 272-8211 • 4 Scale *%•• . • i. -,'N‘• ....St NTS RABBIT CREEK VIEW & HEIGHTS B7H L34A •� `��`��`�� •� • ' NO w�_ I 020-571-35 SITE: NHN PAINE ROAD ' - ..k/even I'cnr c" DRAWN JRL STERLING & ENJOLI STRAIT CE 8149 PERMIT NO. 7937 PAINE ROAD �^•� .09/01/2ov osP171o77 SOILS LOGS ANCHORAGE, AK 99516 •,,,� Sheet 2 OF 3 EPthNS r RUSH! l #91 Vqt1 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. 020-571-66 Expiration Date: 7- (o `r7 1. GENERAL INFORMATION Complete legal description Rabbit Creek View and Heights BLK 7H LT 33B Location (site address) 7835 Paine Rd. Current property owner(s) Sterling Sc EnJoli Strait Day phone Mailing address Real estate agent Day phone 2. TYPE OF DWELLING: ' 0 Single Family(w/wo ADU) [ FIUS,, , ❑ Multiple Dwellings (Single Family and/or Duplex) J 3. NUMBER OF BEDROOMS: 4 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: Date: COSA to be released to the engineer,unless otherwise requested by the engineer. COSA Fee $ /a0 Waiver Fee $ Date of Payment 41!51/9 Date of Payment Receipt Number 63/a06 Receipt Number COSA# 0509 /C) Waiver# 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes,ordinances, and regulations in effect at the time of installation. In conducting an adequacy test, I attempt to provide a thorough,conscientious engineering analysis of the system in accordance with MoA COSA guidelines and regulations. The reported results describe the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soil condition,ground water levels that may fluctuate during the year,and the water usage of the family being served by the system.These conditions are outside the control of the evaluator of this system.All systems eventually fail and satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments.Therefore we cannot provide any warranty for future performance,nor can we estimate remaining life of the system.The content of this report is for the sole benefit of the owner listed above. Name of Firm Pannone Engineering Services Phone (907) 745-8200 Address P.O. Box 1807 Palmer, AK 99645 Engineer's Printed Name Steven R. Pannone P.E. Date 04/01/2019 • 6. DSD SIGNATURE ••*••....111 System#1 Approved for bedrooms ' "$} - �—am* System#2 Approved for bedrooms �'•, tE 8149 Disapproved 812E80 Conditional approval for bedrooms, with the following stipulations: j (-\\-- v.) v' i>,\\N Wi' pG� - r ( a Original Certificate Date: l _o The Municipality of Anchorage Development Services Division (DSD)issues Certificates of On-Site Systems Approval(COSA)based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA C11801,51 blue sheet COSA Checklist Legal Description: RCV&H B7H L33B Parcel ID: 020-571-66 If more than 1 septic system on lot: COSA Checklist# of Structure served by this system A. WELL DATA ❑� Well log is filed with Onsite(or attached) Well production at time of test 20 gpm Date drilled t0"2,2 0f3 Water storage tank volume N/A gallons Total depth 106 ft Well disinfected for coliform test? El Yes 0 No Cased to 43 ft 1=1 Coliform bacteria is Negative Sanitary seal is functioning correctly Nitrate 3.09 mg/L ❑ Nitrate less than MRL(ND) 0 Wires are properly protected Arsenic ND ug/L Q Arsenic less than MRL(ND) Casing height(above ground) 24 in. Collected by PES Date of flow test for COSA 12104118 Date of Sample 4/1/19 Static water level at beginning of test 61 ft. Comments B. TANK DATA C. LIFT STATION Age of tank(s) 1 years ❑ Required maintenance completed Tank type/material s°°"S'"' Age of lift station years Measured operating fluid level in septic tank Dry Lift station material 0 Standpipes/foundation cleanout per record drawing Comments: N/A Date of pumping New D. ABSORPTION FIELD DATA Which system tested (date installed) t1i13/1$ Adequacy test date 1713/18 ■❑ALL standpipes present per record drawing Results ['Pass For 4 bedrooms Total measured depth from grade 4 ft(max) Fluid depth prior to test in Measured depth to pipe invert from grade 4 ft(min) Water added gal ❑ N/A—pressurized field New depth in 0 Monitor tubes go to bottom of effective. If not, state Elapsed time min depth into effective ❑� 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 N/A gallons If yes, enter date Comments/Deficiencies:New 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' Community Sewer Manhole/Cleanout> 100' p Yes if No ft 0 Yes if No ft Neighboring Tank > 100' 0✓ Yes if No ft Private Sewer/Septic Line >25' ✓0 Yes if No ft Absorption Field on Lot> 100' 0 Yes if No ft Holding Tank > 100' 0 Yes if No ft Neighboring Absorption Fields > 100' Animal Containment> 50' 0 Yes if No ft 0 Yes if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' 0 Yes if No ft 0 Yes if No ft 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' 0✓ Yes if No ft Property Line > 5' 0 Yes if No ft Wells on Adjacent Lots: Absorption Field > 5' 0✓ Yes if No ft Private Wells > 100' 0✓ Yes if No ft Water Main > 10' ✓0 Yes if No ft Community Wells>200' 0 Yes if No ft Water Service Line > 10' 0 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' 0 Yes if No ft Wells on Adjacent Lots: Water Main > 10' 0 Yes if No ft Private Wells> 100' 0 Yes if No ft Water Service Line > 10' 0 Yes if No ft Community Wells>200' 0 Yes if No ft Surface Water> 100' 0 Yes if No ft F. ENGINEER'S COMMENTS G. ENGINEER'S CERTIFICATION A�P3.O .A �s�-tt I certify that I have determined through field inspections and review BOJ.. N .:9�f of Municipal records that the above systems are in conformance with %*: 49 •. 4'' *l0 MOA COSA guidelines in effect on this date. 4/2/1$ / 01`\ k Steven R. Par none 5 , ),.. CE 8149 • // �'"• • 4:4 COSA Checklist yellow sheet RABBIT CREEK VIEW & RABBIT CREEK HEIGHTS SUBDIVISION REPLAT LOT 33B. BLOCK 7H 55,975 S.F. N 89•27'52"E 329.47' - - - 5,r .W T 10'UTILITY ESMT. f l I • w EPHEMERAL CHANNEL-•) EPHEMERAL CHANNEL . I o 'Z COURSE BEARING DISTANCE s • Sepik, 5.rs7 4 / I i El S 62°47'52-W 8.91' E2 S 06°43'05"W 29.23' s r Ekl 5.4. . iao E3 S 06°51'02"E 20.12' : I �,NG o E4 S 16°39'22"w 26.17' > 8U1L01NG o o ES S 40°28'42'W 33.12' s / acy1CM °a z E6 S 31°23'10"W 27.89' ai 4" E7 S 22'66'41"w 29.40' CRAVE � A E8 S 33°35'46"W 19.29' 1 I s CO -4O ^ e a wal 92.8' ® -• 50 N 89°35'39'E 331.73' 0 M PAINE ROAD AS—B U I L T I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY DEPICTED ABOVE AND THAT NO oi•11 1 GASTALDI LAND ENCROACHMENTS EXIST EXCEPT AS INDICATED. �� OF•q� SURVEYING, LLC IT IS THE RESPONSIBILITY OF THE OWNER TO t•P�•'•••' 4 • JEFF A. CASTAL01, R.L.S. DETERMINE THE EXISTENCE OF ANY EASEMENTS, es v0: y0 0 2000 E.DOWLING RD..SUITE 8 COVENANTS OR RESTRICTIONS WHICH DO NOT - *: 49TH •••. * ANCHORAGE.ALASKA 99507 APPEAR ON THE RECORDED SUBDIVISION PLAT. is•• .A. PHONE 248-5454 UNDER NO CIRCUMSTANCES SHOULD ANY DATA A.Gosiold. : g'� HEREON BE USED FOR CONSTRUCTION OR FOR j o.'• LS-6091 •• GRID DATE 3/11/2019 . -• Sw3340 3/11/2019 ESTABLISHING BOUNDARY OR FENCE LINES. ••`.^ •..• •..,•..••'•a.?•• E.B. JOB NO. ANCHORAGE RECORDING DISTRICT,ALASKA ♦♦♦;,s'on;+�0. 18-04 RC3387H NOTE: NO CORNERS SET THIS DATE