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Home My WebLink AboutROSEBERRY PARK ESTATES BLK 1 LT 4Onsite File #050-315-29 Municipality of Anchorage On -Site Water and Wastewater Program • (907) 343-7904 '.q� No 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT OSP181393 050-315-29 2491,9 Permit Number: PID Number: Dwelling: Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or ID) Project: ® New ❑ Upgrade Name: Samuel Alcaraz & Kristine Armstrong ABSORPTION FIELD ❑■ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Address 13178 Kuphalt Circle Eagle River, AK 99577 ❑ Other Phone Number of Bedrooms Soil Rating depth from original grade (910) 391-4587 4 0.8 GPD/SF JTotal 8.0 / 8.5 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 2.0/2.5 Ft. Gravel depth beneath pipe 6.0 Ft. Subdivision Block Lot Roseberry Park Estates 1 4 Fill added above original grade 1.9/1.5 Ft. Gravel length 2 @ 32 Ft. Township Range Section Gravel width 3.5 Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Lift Station Tank Line 768 Fe 2 >12 Ft. Well >100' >100' N/A N/A >255' TANK 0 Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Anchorage Tank Capacity 1250 Gal. Surface Water >100' >100' N/A NIA Material Steel Number of compartments 2 Lot Line >5' >10' N/A N/A NA Foundation >10' >10' N/A N/A LIFT STATION Manufacturer Capacity Gal. Curtain Drain None Noted 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 D3034 Tank to drainfield D3034 Installer Red Dog Drainfield D3034 CO/MT Inspector J. Millette / J. Williams BENCH MARK (Assumed elevation) 100 ft Inspection 1" 2/06/19 2/07/19 Location and description 2nd Top foundation block @ NW corner. 3rd 4th COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp Conditional Approval: Date �,�•�p�►'��""�%.�,,�5��* • AW '� �` �I 00 w' 49th `• v,.... ,.. ..0 ......... s MICHAEL E. ANDERSON 11 1 No. c1:-4381 �i ♦` FnT� •.�,f„2/20/19 ,•�� s :: !•,; Approved Date 1 poFss��:•�++ Inspection Report 9-1-12.doc . � � ■■ � ■ � ■ # ■ ■■ � ■ r6. �� § -:��# . }§ '\ > . |�B %t� �� \§�\$ 5, $•.!» �\ �� , �� , � , } � ; � � w% �:a� 86.5 86.3 PID # 050-315-29 TRENCH #1 0 �- 0 2i 90.4 FINISH GRADE 0 88.5 ORIGINAL GRADE 0 80.5 32' 80-5 TRENCH #2 90.3 FINISH GRADE 0 88.8 ORIGINAL GRADE 0 80.332' 80.3 72.8 NO GROUNDWATER 10/04/18 PROFILE AS -BUILT E. m G I N 11 9T (NO SCALE) 86.3 Carroll, Rebecca M. From: Mike Anderson <mike@forgecivil.com> Sent: Thursday, May 2, 2019 9:06 AM To: Carroll, Rebecca M.; Ben Schiller; Jacob Millette Subject: Roseberry Park Estates, Block 1, Lot 4 Attachments: Surveyor ASB.pdf, Roseberry Park Estates B1 L4 -Plan ASB.pdf Follow Up Flag: Follow up Flag Status: Flagged 1. The well log, pump install log and water sample will be submitted when they become available. 2. The surveyor as built is attached. 3. The primary absorption trenches were installed parallel with the contours encountered in the field. The contours shown on the original design site plan are slightly different than encountered. The alternate site is shown in line with the contours on the Site Plan As Built. 4. The separation distance between the trenches is shown >12' on the Site Plan As Built. The revised Site Plan As -Built is attached. Mike Michael E. Anderson, P.E. Forge Civil Engineering 1 Job No.18-123 M -W Drilling, Inc. *P.O. Box 110389 o Anchorage, AK 99511 ♦ 907-345-4000 GROUNDWATER WELL LOG Well Owner: RDesign Inc. Use of Well: Domestic Site Description: 18749 Roseberry Park, Eagle River, Alaska Legal Description: Roseberry Park Estates, Block 1, Lot 4 CONSTRUCTION Drill Method: Air Rotary Hole Size: 6" Casing Size: 6" Cased to: 86' Material: A53B Well Completion: Open end X Screen Perforated Method: Screen/Perforation Description: M Hole Depth: 86.23' Wall: .250" Grout Notes: 2 Sacks (50#ea)of Bentonite Well Development: Air Surge Well Disinfected: No Method: Yield Test at 7 GPM for 1 hour(s) with 100% of drawdown (DD) from static level(SWL). Method: Air Surge Static Water Level (SWL): +1' Start Date: 12/10/18 Completion Date: 12/12/18 Test Pump Date: n/a Final Pump Install Date: n/a WELL LOG Depth in feet from top of casing. Details of formations penetrated, size of material, color and miscellaneous details. 0 TO 3Casing Stick Up 3 ___....._.___._._._....____._...___.__......__ TO 15 .............._.._............. ............................... .... __._._._..____.__._ Gravel: cobbly, intermittent boulders ............ ........ ..... ... ... ...._._..._ 15 TO 26 Gravel: medium to coarse, sandy 26 76 Gravel: silty, some clay, hard packed, light brown 76 —TO — TO 86 Bedrock: fractured, water bearing, 7 gpm r... __..__. __..------- -------------- --...----------------7 ------------------------ — --------------- ----------- _- ---- ---- --------- -...................... .._._._.__.-___._.__..._........_._ AY E Eg ` ........................ __ ^_.__.__._-.___._ _ ..EST President, M -W Drilling, Inc. WATER QUALITY TESTING - � etriied # a icr roar�d�r�#er Contractor ------•---_ Coliforim --N CoU I(?0 ........... -._.,._._.._........-____.____._Ak_��en._C�nt[ Lc_fJ.o_.:i_QOQ .:N1#ra#es .._...... _ -._.-_------------ Arsenic N tD 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: _______________ Date of Issue: ____-____-____ Parcel Identification Number: ____-____-____ Legal Description Block Lot Property Owner Name & Address: Pump Installation Date: _____-_____-_____ Pump Intake Depth Below Top of Well Casing: __________ feet Pump Manufacturer’s Name: ___________________________ Pump Model: _____________________________________ Pump Size: ____________hp Pitless Adapter Burial Depth: _________ feet Pitless Adapter Manufacturer’s Name: _________________________ Pitless Adapter Installer: ____________________________ Well Disinfected Upon Completion? Yes No Method of Disinfection: _____________________________ Comments: Pump Installer Name: __________________________________ Company: ___________________________________________ Mailing Address: ______________________________________ City: ___________________ State: __________Zip: _________ Attention: The pump installer shall provide a pump installation log to On-site within 30 days of pump installation. OSP181393 10 29 18 050 315 29 Roseberry Park Estates Eagle River, Alaska 1 4 Samuel Alcaraz & Kristine Armstrong 13178 Kuphalt Circle, Eagle River, AK 99577 4 18 2019 77 Myers Rustler MYS2N-L528P4 1/2 12.5 Midwest CW610 Red Dog Masonry Chlorox Circulation Walter R. John M-W Drilling, Inc. PO Box 110389 Anchorage AK 99511 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: OSP181393 Work Type: WellSeptic Initial Effective Date Expiration Date: Tax Code Number: 05031529000 Site Legal Address: ROSEBERRY PARK ESTATES BLK 1 LT 4 G:0154 Site Mailing Address: 18749 ROSEBERRY PARK DR, Eagle River Owner: ALCARAZ SAMUEL D 50% & Design Engineer: FORGE ENGINEERING This permit is for the construction of: DelrirtnIell t 10/31/2018 10/31/2019 Lot Size in Sq Ft: 47155 Total Bedrooms: 4 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 113 3 C) CO# 4-o 3z Qol Ly, Ic��-ice, d��Ifd be id e,-) 17 Ai e dl 07� re 60 r d �cJrYLQ� Gil/- _1�3f hole(S) /2rDVldec�� QQ Received By: / Q, Date: Issued By: Date: 10 31 Q018 MUNICIPALITY OF ANCHORAGE 6189 10 Community Development Department w f one: 907-343-7904 Development Services Division - OCT 2 9 201 ax: 907-343-7997 L. On-Site Water&Wastewater Program ° ON-SITE SEWER/WELL PER 2 'PLIC tb O1643 -9 Parcel I.D. 050-315-29 Property owner(s) Samuel Alcaraz & Kristine Armstrong Day phone Mailing address 13178 Kuphalt Circle Eagle River, AK 99577 Site address 7y1 Roseberry Park Drive Eagle River, AK Legal description (Sub'd., Block & Lot) Roseberry Park Estates, Block 1, Lot 4 Legal description (Township, Range & Section) Lot Size 47,155 Sq. Ft. Number of Bedrooms Four (4) APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (®all that apply) Absorption Field (XI Initial n Single Family (SF) IXC (w/wo ADU) Septic Tank n Upgrade n Duplex (D) Holding Tank n Renewal n Multiple Dwellings I I Privy I (SF and/or D) Private Well U Water Storage I I 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. c (Signature of property owner or authorized agent) Permit/Rush Fees: 41'B4-., (so Waiver Fees: Date of Payment: Io(24[I9 Date of Payment: Receipt Number: ��0 03 74-r) Receipt Number: Permit No. OJT t1911 Waiver No. Permit App_2-:• 41"Mow GE ' ENGINEERING PO BOX 240773 ANCHORAGE,AK 99524 522-7773 677-7766(FAX) October 29, 2018 MOA Development Services Dept. On-Site Water&Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Roseberry Park Estates, Block 1, Lot 4—NHN Roseberry Park Drive Septic System Design Dear On-Site Services Engineer: The developer of the subject lot intends to construct a 4-bedroom home on the property. We are submitting this design and permit application for the construction of a new well and septic system. The attached site plan identifies the location of the home and the proposed well and septic location and alternate site. No conflicts exist between this proposed system and any other well or septic system, whether on this lot or adjacent lots. The ground surface on the lot is flat in the area of the proposed septic system. Surface contour lines are shown on the site plan indicating the grade and direction of flow. Storm water drainage will not impact this septic system.The new trench will be constructed parallel to the slope as much as possible. The new septic system will be a minimum of 100' from all wells and surface water,and more than 5' away from the septic tank. The alternate site is located more than 12' from the primary site. • Please refer to the attached test hole logs and plan and profile sheets for the septic design. If this design is followed, there will be no adverse impacts to adjacent properties. Sincerely, 'N/lc ��OF A.gskl Michael E. Anderson, PE �,�Q�. ' • •.f--�, 49 TH /\ *!4 Attachments 74-41-44, e P. Michael E.Anderson :� i • + F 4381-E • `(,4•0," l DPROFEssko ' ROSEBERRY PARK ESTATES BLOCK 1 LOT 4 PERMIT # OSPXXXXXX PID # 050-315-29 OUTL•OK CI ' LE ii% - -- N\ N IIW / \ II _ i \ 1250 GAL \\ SEPTIC TNK CO MT —:111r---- \ \ \ • • sv•1 I \ S��' FCO ...�: ::' \ I ALTERNATE SITE 2C0 '� ® R1 ; TH2 • '• \,STS\ _ 0. i TH ` ..• \Fcys \ S 111.11. may �� \ �, PROPOSED WELL LOT 3 •••• • filk 4-BDRM HOME \ k A I 63'LONG x A/• x•' \I ' EFFECTIVE DEPTH •�' \/rABSORPTION TRENCH /\ •� O ' 111111Wilrilill V _4• �` / �� \ �i �— eoo LOT 4 �-- / \ \ / \ \ / \\ / . / \ \ ) LOT 7 LOT 6 �1LOT 5 \\ \illOWGE N0IN f\1rc l 1 I \ \ \ � seitimiii NOTE: LEGEND • y ��A�+'"' „i NO SLOPES>25%WITHIN 50'OR SURFACE WATER WITHIN 100'OF THE PROPOSED SEPTIC SYSTEM CO-CLEANOUT �+ -.i 2C0-DOUBLE CLEANOUT • 49th ' •• ALL WELLS ON SURROUNDING LOTS WITH IMPACTS TO THIS PROPERTY ARE SHOWN.NO CONFLICTS WITH FCO-FOUNDATION CLEANOUT 7 L''Z � WELLS OR SEPTIC SYSTEMS. MT-MONITORING TUBE so %7,t MICHAEL E. ANDERSON 4,r SV-SEPTIC VENT No. CE-4381 ��"i 0 50 100 's TH-TEST HOLE .../2,%, a29-1a.,.��.• FEET CONTOUR INTERVAL-10' 6' �bFES5� PO 1"=50' ROSEBERRY PARK ESTATES, BLOCK 1 , LOT 4 DESIGN FACTORS: SYSTEM REQUIREMENTS: 600 GPD PEAK FLOW 6'DEEP TRENCH SYSTEM PERK RATE: 10 MIN/IN 1,250-GAL SEPTIC TANK APPLICATION RATE: .8 GPD/SF 600 GPD / .8 GPD/SF /5' WIDE/6' DEEP /2 SIDES = 62.5 LF TRENCH REQUIRED (63 LF SPECIFIED) BOTTOM OF TRENCH: 9' BELOW GRADE FLOW LINE ELEVATION: 3' BELOW GRADE TOP OF TRENCH: .5' ABOVE GRADE 6" - I I_I I I IEThEI I I I EI I I 6 '="""'�'='='===•'='-='='='=•' 4" PERFORATED PVC (HOLES DOWN) DRAINFIELD ROCK 0.:16661.:•:.:.:0:0:.:0:46,. 6' t:;:;:;:: 0:0:0:0;:;:;:: 6000;: 0000:. . • Imo, �•� • GE ENGINEERING TYPICAL TRENCH SECTION ••""'�� •• ;.• 0000. (NO SCALE) ,.. �• NOTES: 49th 1. GRADE AREA OVER TRENCH TO DRAIN AWAY • ,; 2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2' '� •MICHAEL E ANDERSON ; •: �O C, WITH 2" OF INSULATION n�%1f;o No. CE-4381 •.• �_= 3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER •�`��'�•'' 10-29-18•'''• ``Fir THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY . f ::...... .4000!i i1iilil SOILS LOG AND PERCOLATION TEST I• • w49tn �. ••�illiiii°GE NGINEERING •/rm� rr•nw..o•. w...... � T.F MICHAEL E. ANDERSON 1t,, #CI •t�No�. CE-4391 6�i LEGAL DESCRIPTION: ROSEBERRY PARK ESTATES B1 L4 �.�F,� O- E213881..4.0• PERFORMED FOR: R-DESIGN .446 F,SS t•• • DATE: 9/27/18 PROJECT No.: Professional Enginli eers Stamp: PARCEL ID#: 050-315-29 TECHNICIAN: J. MILLETTE DEPTH TEST HOLE 1 (feet) 1' OB SLOPE SITE PLAN 2 ,:ti:;.,1:..:, —.. 4 •:,..:•;•...,:;;;•4,.. 5 ':i:st!r,,:?,•:� SEE SITE PLAN 16 ' i;: .. 7 :-.4.-,-,,:;.••••,:q- SANDY SILTY GRAVEL :.;':•tip, ; SM 8 -., ,�.... ., • 9 _:;-, 1▪ -:-.4-,•,.....:.,...•-•:.:,-.1:,.. ! .; WAS GROUND WATER ENCOUNTERED? NO 10—jtp-}•<<'''4!•`. '_�.`' IF YES @ WHAT DEPTH? - • ''' DEPTH OF WATER AFTER MONITORING: DRY 11 •:.F: '1iDATE OF MONITORING: 10/04/18 , 1 2 .7 • Y:t.j: ili:+r' '::`'.'.1':', DATE READING GROSS TIME NET TIME DEPTH TO NET DROP r r r- (MINUTES) (MINUTES) (INCHES) 13 �:y?;�,�?` (INCHES) 14 ;. .., ::::.;�: 10/02 TEST HOLE PRESOAKED PRIOR TO TESTING: ':':*'`A' 1 3:35/3:41 6:10 4/ 10 6 15 '..., . ., • 16 ••z•,: ,,.,f.: 2 3:42/3:48 6:12 4/ 10 6 BOH 3 3:50/3:56 6:10 4/ 10 6 17 4 3:58/4:04 6:09 4/ 10 6 18 5 4:05/4:11 6:11 4/ 10 6 19 6 4:12 /4:18 6:12 4/ 10 6 20 PERCOLATION RATE: 1.0 (MIN/INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN: 5 FT. and 6 FT. COMMENTS: • �,. • �• r 49th ' :t SOILS LOG AND PERCOLATION TEST • illiiiFtGE ... :? ENGINEERING •HH MNHHwwwwwwww HH..ww.rNEn; •(;MICHAEL E. ANDERSON i�t.,.,jj g t47 ie,•._ No. CE-4381 fJ\- LEGAL DESCRIPTION: ROSEBERRY PARK ESTATES B I L/- SS1c",Q%,.10-29-18_„,rc�,�.• PERFORMED FOR: R—DE SIGN •ih1. SSS\..4,.. DATE: 9/2 7/18 PROJECT No.: • PARCEL ID#: 050-315-29 TECHNICIAN: J. M I LLE T T E Professional Engineers Stamp: DEPTH TEST HOLE 2 (feet) 1' OB SLOPE SITE PLAN 1 `.: BROWN COBBLY DIRT 2 4,`:ye •Y : 3 s i 4 •!.-.::,:;•••,,:-:.:-;:•: 5 J%:'Y i''-: SEE SITE PLAN e a 7 .4...^..:-..,i SANDY SILTY GRAVEL ''w SM 8 —1-: :,:< 9 _' ..,,;.,•`,-* 10— Y.,'-•r. WAS GROUND WATER ENCOUNTERED? YES ),'::�,'::‘, IF YES(a;WIIAT DEPTH? 13' L DEPTH OF WATER AFTER MONITORING: 13' -..:42",";...''2 i. l) t.... rTLC 11 ;•,t'' ;:.•, DATE OF MONITORING: 10/04/18 12ii ,E ":-:..'•;':•,..e. DEPTH TO r.::',>,•..i :•,;? GROSS TIME NET TIME NET DROP . •fi DATE READING WATER 13 J •�. ;:H• {MINUTES) (MINUTES) (INCHES) (INCHES) I!‘::,!-::‘,4,;:::,. 14 : W,. .;._. iBOH 10/02 TEST HOLE PRESOAKED PRIOR TO TESTING: 15 1 3:00 4 16 2 3:30 30 76 3 16 3 3:31 4 17 4 4:01 30 7 it 316 18 5 4:03 4 19 6 4:33 30 7 3 20 PERCOLATION RATE: 10 (MIN/INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN: 5 FT. and 6 FT. COMMENTS: