HomeMy WebLinkAboutPREUSS #4 BLK 7 LT 1Preuss #4 Block 7 Lot 1 #050 - 572 - 39 Municipality of Anchorage On-Site Water and Wastewater Section - (907) 343-79K, Page 1 f 1 ON-SITE WASTEWATER INSPECTION REPOt' MAR 2,8 2019 Permit Number: OSP181094 PID Number: 050-572-39 Dwelling: X Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New 9 Upgrade Name Tracy & Julie Forbush ABSORPTION FIELD ❑ Deep Trench ❑ Wide Trench. ❑ Bed ❑ Mound Site Address 10309 Wren Ln. ❑ other Phone Number of Bedrooms Soil Rating Total depth from original grade 907 6* GPD/SF Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Ft.Ft. Gravel depth beneath pipe Subdivision Block Lot Preuss #4 7 1 Fill added above original grade Ft. Gravel length Ft. Township Range Section Gravel width Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding ; Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank I Line Ftz Ft. Well 100+* TANK X Septic 0 S.T.E.P. [I Holding' ❑Other Manufacturer Infiltrator IM1530 and IM1060 Capacity 1530+1060=2590 Gal. Surfacewater 100+ Material Number of compartments Lot Line 5+ NA HDPE 2 Foundation8-I-** i LIFT STATION Manufacturer Capacity Remarks *subdivision served by public water Gal. **tank is not in the house foundation soil bearing prism Alarm location Electrical installed by BioMicrobics RetroFAST 0.375 installed Installer PIPE MATERIAL House to tank 3034Tank to 3034 drainfield Whitter's Excavating Drainfield. Co/MT 3034 Inspector Crewdson Engineering LLC BENCH MARK (Assumed elevation) 1:00 ft n 1st 8-9-2018 2 8-13-2018 Inspdecct Sd Location and description 3r° 4th top of garage floor at mandoor ON-SITE WATER AND WASTEWATER SECTION APPROVAL -En i rkkt M E A4.1S', Conditional Approval: Date P� mes A. Crewdson /I 0115 7 i� r Septic System &VA Approvedll A Date to A •p c� ..... ~ ... � ���'ROFESSt��..�.-►"' Note: this approval does not include well permit requirements. L�\��� L (Rav nF/n9/1 AN BENCH MARK GARAGE FLOOR AT "BM" ASSUMED ELEV 100' ELEV S2 EG 99.6' S3 R�gH/S�FG 99.T CH2 RFM rCH1 SEPTIC TANK ELEV: TOT 95.61' CI -11: IM -1530 IN: INV 95.03' CI -12: IM -1060 OUT: INV 94.86' PROFILE NOT TO SCALE N 89°59'00"W 163.33' PLAN SCALE: 1"=30' 4.83 8.15-7 L ELEVATION SHED (n 0 Q 0 Do C M Q r �T��Ttt o in Q rn 3; M 1 SWING TIES (feet) LUCAS AVENUE S 89°59'00"E 163.33' (E) existing I 03 (E) 23.89 S1 M2 (E) M ` WATER 24.25 26.61 SERVICE LINE i 28.69 z MH 33.58 m DC 38.32 z \ \ oa 0 \ DECK 4 \ 71.50 ib 01 \ \ C2 (E) 30.17 C3 . 60.99 M1 77.14 41.11 M21 DECK Lot 1 58.59 B 05 BR SFH C1 M1 DECK SV o 0 FC _ RVD S7 DC H ME •2 S: CI -12: Infiltrator IM -1060 SEPTIC TANK DRIVEWAY'. TOP OF WI-RetroFAST 0.375 (NO PARTITION) " GARAGE FLOOR AT CHI: Infiltrator IM -1530 SEPTIC TANK MANDOOR (NO PARTITION) BENCH MARK GARAGE FLOOR AT "BM" ASSUMED ELEV 100' ELEV S2 EG 99.6' S3 R�gH/S�FG 99.T CH2 RFM rCH1 SEPTIC TANK ELEV: TOT 95.61' CI -11: IM -1530 IN: INV 95.03' CI -12: IM -1060 OUT: INV 94.86' PROFILE NOT TO SCALE N 89°59'00"W 163.33' PLAN SCALE: 1"=30' 4.83 8.15-7 L ELEVATION SHED (n 0 Q 0 Do C M Q r �T��Ttt o in Q rn 3; M 1 SWING TIES (feet) LEGEND 1. THE SEPTIC TANK IS (E) existing FC 31.97 23.89 S1 33.86 17.71 S2 24.25 26.61 S3 28.69 24.57 MH 33.58 18.52 DC 38.32 13.94 SV 67.95 32.86 :RV 67.58 33.04 C1 71.50 35.31 C2 78.26 30.17 C3 111.12 60.99 M1 77.14 41.11 M21 108.81 58.59 Lot 6 Lot 2 1 ' Lot 7 NOTES LEGEND 1. THE SEPTIC TANK IS (E) existing COMPRISED OF TWO TANKS BM - benchmark CONNECTED IN SERIES. BR - bedroom C# - cleanout 2.BioMicrobics RetroFAST 0.375 CH# -septic tank chamber INSTALLED. DC - double cleanout EG - existing ground 3. THE TWO EXISTING FOUR ELEV -elevation BEDROOM DRAINFIELDS WERE FG - finish grade CONNECTED THROUGH A INV - invert SPLITTER VALVE TO SERVE A MH - manhole TOTAL OF SIX BEDROOMS. M# - monitor tube RFB - RetroFAST blower 4. THE RVD CONNECTS TO THE RFM - RetroFAST media INLET END OF CH1. RVD - recreational vehicle dump station S# - septic tank cleanout TOT - top of tank SCALE: 1" = 10' Preuss #4, Block 7, Lot 1 Septic Tank Upgrade Record Drawing Civil & Environmental Engineering Prepared for: Tracy Forbush Date: 3-27-19 POBox671389ChU9iakAK99567 . cellc.l@outlook.com Permit: OSP181094 Page: 1 of 1 Celllrext:907-280-9493 • Fax:907-688-2295 ALL INFORMATION SHOWN ON THIS DOCUMENT IS THE PROPERTY OF CREWOSON ENGINEERING. LLC AND SHALL NOT MUSED FOR ENGINEERING OR CONSTRUCTION PURPOSES WITHOUT WRITTEN PERMISSION FROM CREWDSON ENGINEERING. LLC rGj . .•y$j TH Ja A. Crewdson �'•� C1152j® ALLC #112279 NOTE: LOT IS SERVED BY A COMMUNITY WATER SYSTEM PLOT PLAN AS BUILT X SCALE 1" = 40' GRID NW 0056 Project No. 18-425 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang & Associates y i n C. (907) 522-6476 Phone (907) 522-4625 Fax F A Professional Land Surveyors ken®langsurvey.com v jonothan®langsurvey.com s qo I hereby certify that 1 have surveyed the following described prop":` LOT 1, BLOCK 7, PREUSS SUBDIVISION — UNIT No. 4 (PLAT N —6) Anchorage Recording District, Alaska, and that the improvements situated thereon are Q within the property lines and do not encroach onto the property adjacent thereto, that Q no improvements on the property lying adjacent thereto encroach on the surveyed Q premises and that there are no roadways, transmission lines or other visible d easements on said property except as indicated hereon. -t� , Dated this the 7.0 Day of �' JCI rn l- t ' at Anchorage, Alaska It is the responsibility of the owner to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. ?* 49TH KEN ETH 4G. �^ o LS -5202.••' yJd© 4 pR •......• NOc 0�2 ssi0NAL AECC963 AT I LUCAS AVENUE WOODEN FENC --,,,o roi S 89 59'OO�E 163.33' M 2.0' CANT 96.1' 11.7'x16.2' SHED i I ON ASPHALT PAD z Lot 1 24.4 N :•' acs 19,600 s.f. �G q ww01 0 1.4' CANT z� ::gDECK DECK o m c M Lot 6 M r W I t -• Q 34. . o 0'�¢� I o R'1o cn.� �----- SEPTICI ....ASPHALT ' . , ri .- 3 PIPES DRIVEWAY • . ' 'n MANHOLE I 24.4' 89'59'00"W 163.33' t IN Cqj ( 30.0' I Lot 2 Lot 7 10' UTILITY EASEMENTS NOTE: LOT IS SERVED BY A COMMUNITY WATER SYSTEM PLOT PLAN AS BUILT X SCALE 1" = 40' GRID NW 0056 Project No. 18-425 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang & Associates y i n C. (907) 522-6476 Phone (907) 522-4625 Fax F A Professional Land Surveyors ken®langsurvey.com v jonothan®langsurvey.com s qo I hereby certify that 1 have surveyed the following described prop":` LOT 1, BLOCK 7, PREUSS SUBDIVISION — UNIT No. 4 (PLAT N —6) Anchorage Recording District, Alaska, and that the improvements situated thereon are Q within the property lines and do not encroach onto the property adjacent thereto, that Q no improvements on the property lying adjacent thereto encroach on the surveyed Q premises and that there are no roadways, transmission lines or other visible d easements on said property except as indicated hereon. -t� , Dated this the 7.0 Day of �' JCI rn l- t ' at Anchorage, Alaska It is the responsibility of the owner to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. ?* 49TH KEN ETH 4G. �^ o LS -5202.••' yJd© 4 pR •......• NOc 0�2 ssi0NAL AECC963 ,`'PAL'tOA. MUNICIPALITY OF ANCHORAGE mens i \ On-Site Water&Wastewater Program MitPO Box 196650 4700 Elmore Road Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 r. http://www.muni.org/onsite I)c li ii tnic it 4hCHOR/.G' On-Site Wastewater Disposal System Permit Permit Number: OSP181094 Effective Date: 5/22/2018 Work Type: SepticTank Upgrade Expiration Date: 5/22/2019 Tax Code Number: 05057239000 Site Legal Address: PREUSS #4 BLK 7 LT 1 G:0056 Site Mailing Address: 10309 WREN LN, Eagle River Owner: FORBUSH TRACY J & JULIE M Lot Size in Sq Ft: 19600 Design Engineer: CREWDSON ENGINEERING, LLC Total Bedrooms: 6 This permit is for the construction of: ❑ Disposal Field Septic Tank ❑ 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 Received By: Date: (k7uL.e.12 8 Issued By: � j>? ►C9. Date: MUNICIPALITY OF ANCHORAGE (;-, f.! Development Services Department i \�� Phon-• •4 ;-: -ii"".-7904 On-Site Water & Wastewater Section - I _ .�c ,•7 ( MAY 17 2018 ON-SITE SEPTIC/WELL PERMIT APPLICATION c" Parcel I.D. 050-572-39 00� 6 8 Property owner(s) Tracy Forbush Day phone Mailing address 10309 Wren Lane, Eagle River, AK 99577 Site address same Legal description (Sub'd., Block & Lot) Pruess #4, Block 7, Lot 1 Legal description (Township, Range & Section) Lot Size 19,600 Sq. Ft. Number of Bedrooms 6 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (®all that apply) Absorption Field ❑ Initial ❑ Single Family (SF) 0 (w/wo ADU) Septic Tank Q Upgrade Duplex (D) ❑ Holding Tank n Renewal ❑ Privy l Multiple Dwellings ❑ (SF and/or D) Private Well l l Water Storage l 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 Codes. a .� _ (Signature of property owner or authorized agent) Permit/Rush Fees: AIS Waiver Fees: Date of Payment: 5/I i f!Z Date of Payment: Receipt Number: 6451/1/4 Receipt Number: Permit No. OSPI /O Q' Waiver No. G:\Development Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc Crewdson Engineering,LLC •General Contactor James "Jay" Crewdson, P.E. Email: CELLC.1@outlook.com Cell/Text: (907) 280-9493 Fax: (907) 688-2295 Civil&Environmental Engineering May 17, 2018 Plan Reviewer On-site Water&Wastewater Program Municipality of Anchorage 4700 Elmore Road Anchorage, AK 99519-6650 Reference: Pruess#4, Block 7, Lot 1 Septic System Upgrade The property owner is planning to enlarge the single-family home to 6 bedrooms. While technically this includes the entire septic system, the drainfield portion of the review is very minimal and as such we are requesting a septic tank upgrade permit be issued for the following scope of work: 1. Remove the existing septic tank in accordance with the code. 2. Install a new Infiltrator IM-1530 as a single-chamber tank (without partition). a. The entire tank will serve as the first septic tank chamber. 3. Install a new Infiltrator IM-1060 as a single-chamber tank (without partition). a. The entire tank will serve as the second septic tank chamber. 4. Install a RetroFAST septic treatment system. 5. Connect the two existing 4-bedroom drainfields together by installing a splitter valve after the post tank double cleanouts. a. The drainfield currently in use is showing signs of excessive bio-matting and will be rehabilitated in-place using a RetroFAST treatment system. b. The other drainfield is not currently hooked into the septic system. A preliminary adequacy test shows it is capable of handling at least the 4-bedroom flow it was designed for. Design for the alternate 6-bedroom drainfield is shown on the attached drawing. There are no probable adverse impacts to adjacent properties if installed in accordance with the design. Please feel free to contact me if you have any questions. .r e • F 44`1, s Thanks, i Ja, -s"Jay" Crewdson, P.E. � :mes •, Crewdson c • C11527 �i vIt /16:; •? • 7..'( �� k\ PRoFESSIONP 1 PO Box 671389 • 18368 Amonson Road • Chugiak,Alaska 99567 W.C. I °'19 1 Pruess #4 B7 L1 2007 Record Drawing Rescaled to be approximately 1"=20' ,..1.... ''..- 7.---... �" �-� • ° _ �"--13-0- C3 1 0 1 It EXI T IIN 1 rt WATER SE VICE 60. 6-BEDROOM ALTERNATE DRAINFIELD Hi TH1: 1.2-mpi vii4„ /dam. M1 1 F'..1. BioBarrier Application Rate: 50 g/sf ` ) OP`c(A;• -• - -LC. Wide Trench: 0.5 ft ED 33 f ' 900/50/5 ft W=3.6 min L 2 \ 02°fo . " 11 z 30.6 I (EYFI LD NOT _1N Ire i c1aI N ..... c' w 10°lo C2 ��! � ill I ul `r = FC 22.0 ° 12% ' NEW 1250g B a• DC .`I „ie.'\N\\ —mil .» ...= - 1 — act •• 4 !1 • OPTIC iJ kr. .1"*... ,►, �9 ,/ ' i - /� t 5% 45.5 . . C -•• • • . . ... " . . . :, :� /rn . - s Crewdson / .�.r''1 ., 19' C11527 �4c'i 1 . —46%\ 1\°�19OFESS1a ij \0 . _ i A i......- 5% ,,,, 1.- 01 ., "'�" Infiltrator IM-1060 Single Chamber Septic Tank \ Infiltrator IM-1530 Single Chamber Septic Tank w/RetroFAST treatment unit in outlet end � Municipality of Anchorage •. P"1 Development Services Department e�f Building Safety Division On -Site Water and Wastewater Program. 4700 Bragaw St. PD. Av c an50 chorage ak.us (907) 343-7904 v ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. SW070085 PID Number: 050-57239 Wastewater System: 0 New ® Upgrade Page 1 of 3 ABSORPTION FIELD ® Deep Tr.rcn 0 shallow Trench O Bed 0 Mand 0 Other Sol Rating 0.8 Taal Depth from ont n•i grade 13.5 0 New 0 Upgrade Gravel Length. 53.6 Number b Know 1 Distance between In.. 0 FI Pipe Menet 3034 PVC sesta Weer Leval Gating Nage Move Grand Ft SEPARATION DISTANCES Septic Tank Absorption Field Lift Station 0 Other. Holding Tank ubiicJPrivate Sewer Line Maws! Steel UFT STATION WO water wenn M BENCH MARK Location and Description Garage Floor Assumed Elev.lgr, 100.0 Ft Inspections performed by: PANNONE ENG. SVC, LLC Dates: i'7126/2007 fd 007 Development Services Department Approval Conditional Approval Date: Reviewed and approved by: (Rev 04)06) Date: c J w LZL 1A w w 10.0 1 LUCAS Avenue w w NO WELL ON LOT w w NO WELL ON LOT EXISTING 12" 0 DIP WATER LINE �w —w —E _NEW UPGRADE DEEP TRENCH 53.6LF - x 2.5' WIDE x 7' ED x 13.0' TD 2A w z 0] a E TIN w �w 1" t'J C3 11.0 5 0 WATER SE 10% N4 Z \ N m O 1 NEW 1250g EPTI7ANK 5% DRIVEWAY rB VICE TH1..eZ/e 33.4 10% FC 2% 45.5 T1 D C1 5% r�-.1t'-� „ E1 It t t 1L t 5% 60. M1 0 i I 2% ----- T2 --= T2 1% i --....7,7 r N. A- ..-- \._ \ * EXISTING 7 ' SEPTIC �5% SYSTEM EXISTING + SEPTIC r/ signTIES SYSTEM /de C01 A B T2 CI FC 32.1 13.9 Ti s 38.9 24.7 r 1 r T2 43.8 3I.B CI DC 45.0 32.9 Is C2 , 66.9 55.9 35.2 26.1 1 / \ MI I 70.9 68.8 \ I Cas 73.471.1 ' L— 1 REVISED / I Date PANNONE ENGINEERING SVC, LLC REVISED 8/5/07 P.O. BOX 102954 ANCHORAGE, AK 99510 3 g 07 AIoAC Se PHONE (907) 272-8218 FAX (907) 272-8211 EXISTING SEPTIC I SYSTEM f.LI ��5% DIV ER VALVE NOT INSTALLED. INSTALLED NEW CO AT START OF OLD FIELD, BUT NOT CONNECTED EXISTING 1250 GAL TANK, ABANDONED PER CODE EXISTING SYSTEM IN_ FAILURE, TO BE RE -USED OLD SYSTEM, CRUSHED AND ABANDONED IN PLACE WELL RECORD DRAWINGS 8/5/07 ?aps• e OF 4-41kk'+ i r ..vv" ww114 *tt/ • Steven R none f. •.• CE 8149cAC 'it e.'• ifte°PROFEsio\-er = Lot 1, Block 7, Preuss #4 Mike & Billie Gonzalez 10309 Wren Lane Eagle River, AK 99577-8768 (907) 229-1756 DESIGN Sheet PLAN 2 of 3 RECORD DRAWINGS 815107 1(10 NY313 I 38111 2O11NOn in w 0 2 0 0 V O6 W ZC to m 30(11 MO1INOI/ 1 Ino NY310 1110 NY313 318n00 1 UO NY313 NOIIYONn03 E 0 8 0 O0' In a PANNO NE80X ENGaINEANCERING 9S10C, LLC PHONE (907) 272-8218 FAX (907) 272-8211 Lot 1, Block 7, Preuss W4 Mike & Billie Gonzalez 10309 Wren Lane Eagle River, AK 99577-8768 (907) 229-1756 m m REVISED W J 0 LL. 0- 070315 MoA C Dole 8/5/07 Scale NTS P.I.D. NO 050-572-39 DESIGN DETAILS PERMIT NO. SW070085 Sheet 3 o1 3 MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Permit Number: SW070085 Legal Description: PREUSS #4 BLK 7 LT 1 Design Engineer: 0062 PANNONE ENGINEERING SERVI( Owner Name: MICHAEL & BILLY JEAN GONZALEZ Owner Address: 10309 WREN LANE EAGLE RIVER , AK 99577-8768 Date Issued: May 31, 2007 Expiration Date: May 30, 2008 Parcel ID: 050-572-39 Site Address: 010309 WREN LN Lot Size: 19600 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: ❑✓ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction must 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 engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Date- CCA C0? Issued By. 41- Wir,/r Date: 5/30 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 www.muni.org/onsite (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcell.D. n5jO-fj72-' 1 Property owner(s) Michael & BillvIean Gonzalez Day phone 229-1756 Mailing address10309 Wren Lane, Eagle River, AK Zip Code 99577 Site address 10309 Wren Lane Zip Code 99577 Legal description (Sub'd., Block & Lot) Lot 1, Block 7 Preuss SID, Add'n 4 Legal description (Township, Range & Section) Lot Size 19,600 Sq. Ft. Number of Bedrooms 4 THIS APPLICATION IS FOR (� all that apply): THIS APPLICATION IS AN: Absorption Field ® Initial 0 Septic Tank 0 Upgrade 0 Holding Tank 0 Renewal 0 Privy 0 Private Well 0 Water Storage 0 certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. Pannone Engineering Services, LLC (Signature of property owner or authorized agent) Permit/Rush Fees: 114,0 ' Waiver Fees: Date of Payment: 0/b 10 1/. Date of Payment: 37i8 Receipt Number: Receipt Number: (Rev. 11/05) Pannone Engineering Services, LLC Consulting Engineers (907) 272-8218 May 26, 2007 Ms. Debbie Wockenfuss Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Lot 1, Block 7 Preuss, No. 4 Conditional Certificate of Onsite Approval Request Septic System Permit Request —Response to Comments Ms. Wockenfuss: P.O. Box 102954 Anchorage, Alaska, 99510 (907) 272-8211 Fax I am in receipt of your Comment Sheet dated March 14, 2007 concerning the above referenced project. I am writing to respond to those comments. My response will be in the same order as they are presented. Comment: Concerning the percolation Test. Response: The soils were re -percolated on May 24, 2007. The rates were measured to be 1.2 minutes per inch and 14.5 minutes per inch. I have attached the results on the revised soils log sheet. Further I have revised the design accordingly. It is attached. I believe this is the final comment concerning this upgrade permit request. We are prepared to install this system within one week of issuance of the permit. If you have any questions or concerns, please contact me at 272-8218. Sincerely, e..1 Steven R. Pannone, P.E. Owner/Civil Engineer Attachments: Revised Design Plan • Pannone Engineering Services, LLC Consulting Engineers (907) 272-8218 March 12, 2007 Mr. Dan Roth Ms. Debbie Wockenfuss Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Lot 1, Block 7 Preuss, No. 4 Conditional Certificate of Onsite Approval Request Septic System Permit Request —Response to Comments P.O. Box 102954 Anchorage, Alaska, 99510 (907) 272-8211 Fax I am in receipt of your letter dated February 28, 2007 concerning the above referenced project. I am writing to respond to those comments. My response will be in the same order as they are presented. et Comment: On the design site plan please show the effluent entering the middle of the field. Response: Design modified. V- Comment: Regarding Cleaning/Thawing Accessibility Response: My comments indicated that the line could be cleaned through the double clean-out at the tank and through the ball type diverter valve. Additionally, I indicated that based on field experience, thawing companies (JR's Pumping, Chugach Sewer & Drain, Alaska Sewer & Drain, Dayton Sewer & Drain) are able to turn a jetter head up a clean-out that is sweeping the opposite direction. Thus allowing the line to be cleaned from two directions. The design has been modified to have a double clean-out installed at the connection to the field to facilitate cleaning. Comment: Regarding the percolation test. Response: Thank you for your clarification. I would be more than happy to perform an additional percolation test at the time of installation when the test can be performed under laboratory conditions. Currently there is over four feet of frost in the ground at this site. That is why the test was performed the way that it was. Please also find attached three quotes from Certified Excavators to install this system. Page 2 of 2 If you have any questions or concerns, please contact me at 272-8218. Sincerely, • Steven R. Pan Steven R. Pannone, P.E. Owner/Civil Engineer Attachments: Revised Design Plan CC: Ron Thompson, Director C:\Work\Letters\1-7 Preuss no 4.004.doc Pannone Engineering Services, LLC Consulting Engineers (907) 272-8218 February 23, 2007 Ms. Debbie Wockenfuss Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Lot 1, Block 7 Preuss, No. 4 Conditional Certificate of Onsite Approval Request Septic System Permit Request —Response to Comments Ms. Wockenfuss: P.O. Box 102954 Anchorage, Alaska, 99510 (907) 272-8211 Fax I am in receipt of your Comment Sheet dated February 22, 2007 concerning the above referenced project. I am writing to respond to those comments. My response will be in the same order as they are presented. Comment: On the design site plan please show the effluent entering the middle of the field. Response: The maximum allowable length o f any given segment of a drain field is 100 feet (see AMC 15.65.060 Subsurface Disposal Field, Paragraph E, Number 1). This drain field is 55 feet long. There is no need to enter the mid -point of the field. No Changes made, effluent shall enter at the end as shown. 0- Comment: After the "Review Only" drawings have been reviewed and you are notified that there are no LI'+a additional comments, the "For Construction" drawing must be submitted before the permit is issued. The permit won't be issued until the two sets of drawings have been compared. Response: Acknowledged. I await your written notification that there are no further review comments as stated in the original correspondence. Comment: The percolation test procedure does not follow the adopted Table 3-8 of the EPA Design Manual. In the future, percolation tests not following this procedure will not be accepted by this department. Response: I disagree with this comment. Please provide written discrepancies that you feel my test procedure did not follow. Comment: The field was not designed parallel to the contours. Response; The ground surface has a slope of approximately 2 percent. The orientation of the field was not parallel to the slope, but still met the six feet vertical separation to bedrock, and ground water as verified in test hole 1. The ground will rise approximately one foot over the length of this field. The reason the code wants the field to be parallel to the contours is to maintain the separation to bedrock and ground water. The original orientation met that requirement. ek Comment: The subsurface disposal field may not be located less than 14 feet from any existing field. ' Response: Field relocated to maintain 14 feet from the existing system. Page 2 of 2 Comment: How will the length of pipe from the diverter valve to the field be accessed for cleaning or thawing purposes? Response: A double clean-out is specified to be installed after the septic tank and before the ball -type • diverter valve. Additionally, a sweep -tee clean-out will be installed at the beginning of the field. A ball -type diverter valve is a horizontal valve, which allows a snake to pass through the valve for cleaning and thawing. if you have any questions or concerns, please contact me at 272-8218. Sincerely, •�E�404- Steven R. Pannone, P.E. Owner/Civil Engineer Attachments: Revised Design Plan CC: Ron Thompson, Director C:\Work\Letters\1-7 Preuss no 4.002.doc Pannone Engineering Services, LLC P.O. Box 102954 Consulting Engineers Anchorage, Alaska, 99510 (907) 272-8218 (907) 272-8211 Fax February 20, 2007 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Lot 1, Block 7 Preuss, No. 4 Conditional Certificate of Onsite Approval Request Septic System Permit Request Ladies and Gentlemen: I am writing to request a permit to construct a new septic system be issued for this property and a conditional Certificate of Onsite Approval (COSA) be issued. The proposed systems will serve an existing four-bedroom house. Currently the lot is developed. The lot is served by AWWU community water supply. The existing septic system shall be reused. A diverter valve will be installed between the new tank and the existing field. The surrounding developed lots are served by private water systems and AWWU. The private wells are located over 100 feet from the proposed soil absorption system. 1. Conditional COSA. The Owner is in the process of selling this property. The existing system was located and inspected. The system was test for operation and was found that it could not accept the required 150 gallons per bedroom per day (600 gpd). The system is able to absorb approximately 250 gallons per day. There will be no health risk in approving this Conditional COSA as we will be installing the new system in June. 2. Soils. Two test holes were excavated. See the attached soils logs. Ground water was monitored for 30 days. No ground water was monitored to a depth of 20 feet below ground level after the monitoring period. Bedrock was not encountered in the test hole. It is my opinion, based on the results of the percolation tests and overall soils appearance; an application rate of 0.8 gallons/day/square feet should be used, using a conventional treatment system. 3. Soil Absorption System Design. a. Percolation Rate: b. Application Rate: c. Design Flow: d. Min. Absorption Area: e. Total Depth: f. Effective Depth: g. Width: h. Reduction Factor: i. Minimum Length: j. Design Length: k. Effective Absorption Area: I. Septic Tank Size: 6 to 15 Min Per Inch 0.8 gpd/sf 600 gallons per day 750 sf 14 feet 7.0 feet 2.5 feet 0.0 53.6 feet 55 feet 770 sf 1,250 gallon if required Page 2 of 2 4. Surface Water: There is no surface water within 100 feet of the proposed septic tank and the existing drain field. The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage ditches. 5. Topography: The average topography in the area of the proposed septic system is approximately 2 percent based on the survey information. The proposed installation will be greater than 50 feet from the shoulder of the steep slopes. 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 Department, the note will be removed and "Released for Construction" drawings will be issued. The proposed installation will not affect the future development of the surrounding or existing Tots. There are no wells or septic systems within 100 feet of the proposed septic location. If you have any questions or concerns, please contact me at 272-8218. Sincerely, yI;!- w y •e •e p y�„_,,7,00 . 44 Steven R. Pannone, P.E. Owner/Civil Engineer Attachments: C:\Work\Letters\1-7 Preuss no 4.001.doc 10 9 10 THIS PROJECT WREN LANE XISTG 1OUSE EXISTG HOUSE 1. LOTS SERVI WATER, NO 100 FEET 1A 1SII46.00n1nEY. Email ;D BY AWWU WELLS WITHIN 3 UNIT EXISTG WATER MAIN 1 1 i LUCAS AVENUE SEPTIC SYSTEM Ike EXIiSTG SEPTIC SYSTEIut _}, 1 1 NEW 6 SEPTIC SYSTEM —EXISTG SEPTI SYSTE a / / L EXIS . 3 H02 E \ ISSUED FOR CONSTRUCTION 5/30/07 WREN LANE 4 F—F 5\0 8 Lt_. EXISTG \ SEPTIC \SYSTEM 7 EXISTG WELL 9 NO Qc 10 EXISTG HOUSE f ."4-•• .... ••t', :•.. , —4 '*% �... . . ...../ • Steven R. Pan .ne • j /I♦) 9,,,•. CE6149 :aft k •, `�oaour.ss ••, ' PANNONE ENGINEERING SVC, LLC P.O. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 REVISED 3/9/07 MOAC Dote • 5/16/07 Lot 1, Block 7, Preuss #4 Mike & Billie Gonzalez 10309 Wren Lane Eagle River, AK 99577-8768 (907) 229-1756 Scale 1'.100• P.I.D. NO 050-572-39 SITE PLAN PERMIT NO. SW07xxxx Sheet 1 of 6 i ' E 1 ESf'X{PTIC87'G j / gYSTEM 1 i ! \jr \\ EXISTG 6 6 WELL •,.-_ .9 I 1 WREN LANE XISTG 1OUSE EXISTG HOUSE 1. LOTS SERVI WATER, NO 100 FEET 1A 1SII46.00n1nEY. Email ;D BY AWWU WELLS WITHIN 3 UNIT EXISTG WATER MAIN 1 1 i LUCAS AVENUE SEPTIC SYSTEM Ike EXIiSTG SEPTIC SYSTEIut _}, 1 1 NEW 6 SEPTIC SYSTEM —EXISTG SEPTI SYSTE a / / L EXIS . 3 H02 E \ ISSUED FOR CONSTRUCTION 5/30/07 WREN LANE 4 F—F 5\0 8 Lt_. EXISTG \ SEPTIC \SYSTEM 7 EXISTG WELL 9 NO Qc 10 EXISTG HOUSE f ."4-•• .... ••t', :•.. , —4 '*% �... . . ...../ • Steven R. Pan .ne • j /I♦) 9,,,•. CE6149 :aft k •, `�oaour.ss ••, ' PANNONE ENGINEERING SVC, LLC P.O. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 REVISED 3/9/07 MOAC Dote • 5/16/07 Lot 1, Block 7, Preuss #4 Mike & Billie Gonzalez 10309 Wren Lane Eagle River, AK 99577-8768 (907) 229-1756 Scale 1'.100• P.I.D. NO 050-572-39 SITE PLAN PERMIT NO. SW07xxxx Sheet 1 of 6 1A NO WELL ON LOT NO WELL ON LOT 5,/ 2A w r( .±. 10.0 EXISTING 12" 0 _e� DIP WATER LINE w —w —w w -w -w •••••-- -3- - - — LUGS Avenue EXI TIN 1" 13.1 WATER SE VICE TH1 • 1css.0,/ 1 5% K 33.4 w PROPOSED UPGRADE— DEEP TRENCH 5OLF x 2.5' WIDE x 8' ED x 13.5' TD 7 .8 \ 2% 2 2% D% 2 24.8 DRIVEWAY M ,y ce v FC 0 z i- X X W� S 10% T1 T2 6.6 0 2% b% �� C1 1 5% II I I I III I I % L. ----T _IF -1 EXISTING I r1, R SEPTIC SYSTEM w - INSTALL DOUBLE CO's DIVERTER VALVE EXISTING 1250 GAL TANK, SEE NOTE 6 EXISTING SYSTEM IN • WELL ISSUED FOR CONSTRUCTION 5/30/07 -r- --1 EXISTING SEPTIC 5% ` SYSTEM FAILURE, TO BE RE -USED OLD SYSTEM, CRUSHED AND ABANDONED IN PLACE 7 r L_ EXISTING / SEPTIC r-7 SYSTEM A-1 s) /— I * rot Steven R. Pannone• • : .. PANNONE ENGINEERING SVC, LLC P.O. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 Lot 1, Block 7, Preuss #4 Mike & Billie Gonzalez 10309 Wren Lane Eagle River, AK 99577-8768 (907) 229-1756 REVISED 2/24/07 MOAC Dote 2/20/07 3/9/07 MoAC 3/15/07 MoAC Scale 1'w40' NO 050-572-39 DESIGN PLAN ERMIT NO. sw07xxxx Sheet 2 of 6 ISSUED FOR CONSTRUCTION 5/30/07 !no NV313 1 3en1 a011Non 1 30111 bOSNOM l 0 NV313 h 1O0 NV313 3181100 3A1YA a3123Na 1(10 NV313 3181100 1110 NV313 1110 NV313 1110 NV313 NOILVONOO! r i 0 E 0 z N W DEEP TRENCH, SEE DESIGN PARAMETERS, SHEET 4 OF 8 w J_ t1.. 0 a. /— e OF q' '19t i* .• •_ A , •1te/ • e/ 9 .S� CEe149 �1• �1 `StedoroANN:W`` PANNONE ENGINEERING SVC, LLC P.O. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 REVISED 070315 MoA C Date 5/26/07 Lot 1, Block 7, Preuss #4 Mike & Billie Gonzalez 10309 Wren Lane Eagle River, AK 99577-8768 (907) 229-1756 Score NTS DESIGN DETAILS P.I.D. NO 050-572-39 PERMIT NO. SW07xxxx Sheet 3 of 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. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THE ATTACHED SPECIFICATIONS. 3. SCOPE OF WORK: 4 -BEDROOM HOUSE, NEW DRAIN FIELD 4. GROUNDWATER IS NOT EXPECTED TO BE ENCOUNTERED DURING EXCAVATION, AS EVIDENCED BY THE SOIL TEST HOLE INFORMATION. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 17 FEET BELOW EXISTING GRADE, NOTIFY THE ENGINEER IMMEDIATELY. 5. EXISTING DRAIN FIELD TO BE RE -USED. INSTALL 3 -WAY, BALL TYPE, DIVERTED VALVE BETWEEN THE TWO FIELDS. 6. VERIFY THE INTEGRITY OF THE EXISTING TANK (INSTALLED AUGUST 1985). INSTALL NEW 1250ga1 SEPTIC TANK IF REQUIRED (ADDITIVE ALTERNATE NO. 1). 7. PES PERFORMED A PERCOLATION TEST ON 1/18/07 AND OBTAINED A PERCOLATION RATE OF 7 TO 9 MIN PER INCH, WHICH HAS AN APPLICATION RATE OF 0.8 GPD/SF. PES PERFORMED ADDITIONAL PERCOLATION TESTS ON MAY 24, 2007 AND OBTAINED A PERCOLATIONS RATE OF 1 TO 14 MINUTES PER INCH. THIS EQUATES TO AN APPLICATION RATE OF 0.8 GPD/SF. DESIGN PARAMETERS NO. BEDROOM: 4 TANK SIZE: 1,250 gallon PERC. RATE: 1-15 MPI Assume SOIL RATING: 0.8 gpd/SF Assume APPLICATION RATE: 188 SF/BR AREA ROD: 725 SF SYS. TYPE: DEEP TRENCH, 8' ED MIN LENGTH: 45.3 LF U5E: 5OLFx2.5'WIDE, 8'ED, 13.5' TD TOTAL AREA: 800 SF ABBREVIATIONS CU COPPER DIP TH FC TH C# M# DUCTILE IRON PIPE TEST HOLE FOUNDATION CLEAN-OUT TANK CLEAN-OUT NO. CLEAN-OUT NO. MONITOR TUBE N0. — w LEGEND w — WATER LINE/ WELL RADIUS — as — 0.+ - EXIST'G SEPTIC — — NEW SEPTIC CHAINLINK FENCE ISSUED FOR CONSTRUCTION 5/30/07 • Steven • Pan •ne I, 'r2 •. CE8149 5 PANNONE ENGINEERING SVC, LLC P.O. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 REVISED Revised per MoA direction Dote 5/25/07 070314 Lot 1, Block 7, Preuss #4 Mike & Billie Gonzalez 10309 Wren Lane Eagle River, AK 99577-8768 (907) 229-1756 Stole NTS DESIGN NOTES P.I.D. NO 050-572-39 PERMIT NO. SW07xxxx Sheet 4 of 6 PERFORMED FOR: LEGAL DESCRIPTION: TEST HOLE 1 2 3 4 5 6 7 9 9 10 11 12 13 14 15 16 17 18 19 20 GP OR GP SP/GP GP 130H SOILS LOG - PERCOLATION TEST PANNONE ENGINEERING SERVICES P.O. BOX 102954 ANCHORAGE, AK 99510 (907) 272-8218 Mr. Mike Gonzalez DATE PERFORMED: 01-18-07 Lot 1, Block 7 Preuss Subdivision, No.4 Clean gravel 84 washed pea gravel Topsoil Brown Wry gravel Clean sand with kite fines to sand wit 314- gravel Poorly graded gravel with sand. easy drilling. softer SLOPE TEST HOLE OAq elel l/\ *ll/ 4 l• ten•R.Pannone • / ve ll+'lf``• -. /30/07Np`•�,or 1 LUCA&P`ANAvenue WAS GROUND WATER ENCOUNTERED? No IF YES, AT WHAT DEPTH? -N/A- DEPTH TO WATER AFTER MONITORING? Dry DATE: 2/17/07 May 24 Dry SLOPE TEST HOLE READING CLOCK TIME NET TIME WATER LEVEL READING NET DROP 1 3'41 2.96 2 146 5 904 6 O8 3 346 300 4 3.52 6 904 604 5 352 301 6 3 59 7 9.04 6 03 7 359 3.01 8 406 7 9.04 603 9 406 3.01 10 4:13 7 9.04 6 03 11 4:13 3.01 12 4.20 7 9.04 6 03 13 420 3.01 14 427 7 9.04 6 03 PEROLATION RATE 1.2 min/Inch) PERC HOLE DIAMETER 6 Inches TEST RUN BETWEEN 7 FT TO 8 FT COMMENTS: Test hole excavated by Denali Drilling. Test Hole was presoaked before pert test.Test hole was re -percolated on May 24, 2007 PERFORMED BY: Steven R. Pannone, P.E. 1 CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. 0 PERFORMED FOR: LEGAL DESCRIPTION: TEST HOLE 2 GP 1 — OR 2 — 0 — 4 5 GP 6 — 7 6 — 9 — 10 — 11 12 — 13 — 14 — 15 — 16 — 17 — 18 — 19 — 20 SP/GP BOH SOILS LOG - PERCOLATION TEST PANNONE ENGINEERING SERVICES P.O. BOX 102954 ANCHORAGE, AK 99510 (907) 272-8218 Mr. Mike Gonzalez DATE PERFORMED: 01-18-07 Lot 1, Block 7 Preuss Subdivision, No. 4 Washed tock, pea gravel fill Topsoi Brown posy graded gravel Poorly graded sands and gravel, little to no fines SLOPE TEST HOLE OF AC l %*: 4'.. * . ,� \t Steven R. PannoC• j 1+of `th 6..•. rzsroiNp`��.�% kPea;� ROFESSIO 1 LUCASPLANAvenue WAS GROUND WATER ENCOUNTERED? N IF YES, AT WHAT DEPTH? -NIA- DEPTH TO WATER AFTER MONITORING? Dry DATE: 2/17/07 May 24, 2007 Dry SLOPE TEST HOLE READING CLOCK TIME NET TIME WATER LEVEL READING NET DROP 1 4.11 4.5 2 441 30 6.63 212 3 441 4.5 4 5.11 30 6.31 2.06 5 5 11 4.38 6 541 30 544 206 PEROLATION RATE 14.5 (minAnch) PERC HOLE DIAMETER 6 Inches TEST RUN BETWEEN 7 FT TO 8 FT. COMMENTS: Test hole excavated by Denali Drilling. Test Hole was presoaked before perc test.Test hole was re -percolated on May 24, 2007 PERFORMED BY: Steven R. Pannone, P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. SANITARY SEWER SYSTEM Part 1 General 1.01 DESCRIPTION. Provide all labor, equipment, material, and supervision to complete the sewage disposal system for a single family house including, but not limited to, sewer pipe, septic tank, drain field, and all required fittings and appurtenances in accordance with the Drawings, Specifications, and Special Provisions. The Contractor shall be Municipality of Anchorage (MoA) certified to install on-site wastewater disposal systems within the Municipality of Anchorage. 1.02 RESPONSIBILITY A. Owner 1. The Owner shall contract with the Contractor to perform the work described in these Specification and the accompanying Drawings in accordance with the attached MOA On -Site Department Permit. There is no contractual relationship between the Contractor and the Engineer. The Engineer shall inspect the work as required by MOA On -Site Department, so as to document the installation. Final acceptance of the Contractor's work rests with the Owner and the MOA On -Site Department. 2. The Owner shall notify the Engineer of any conditions that are known that will affect the design or installation of the septic system, to include, but not limited to, locations of drains, utilities, water wells, property comers, subsurface anomalies, or known hazards. B. Engineer 1. The Engineer is responsible for inspecting the installation of the septic system and preparing Record Drawings that document the installation to the satisfaction of the MOA On -Site Department. Inspections are performed as necessary to document the construction of the system to the satisfaction of the MOA On-site Department. In all cases, inspection shall be performed as necessary to establish the following: • The original grade at the drain fields and site • The bottom of all excavations for drain fields • Top of sand on all sand filters • Top of drain pipe • Septic tank, lift station, or holding tank prior to back filling • Placement of filter fabric and insulation • After final grading and seeding is complete. 2. The inspecting Engineer has no direct authority over the Contractor's activities or construction/safety practices. Should the Engineer identify conditions which dictate a design change, the Engineer will recommend that the work be stopped and/or the design modified. If a design modification is necessary, the Engineer shall notify the property Owner or his/her representative. The inspecting Engineer does not have the authority to direct the Contractor to modify the system design in such a way that it would be in violation of Alaska State or MOA regulations. Page 1 of 8 2/19/2007 C. Contractor 1. Pre -construction lay -out: The Contractor is responsible for locating all buried utilities, casements, property lines, surface water setbacks, well radii, and water service lines which may been crouching upon the proposed septic system. The Contractor shall ensure that all setbacks are clearly marked and flagged by a registered land surveyor, or other appropriate means prior to construction. Pannone Engineering Services, LLC, (PES) Field Inspectors/Engineers will not be responsible for establishing or confirming any of the aforementioned setbacks. 2. Discrepancy Between design Drawings and Specifications: Construction shall be in accordance with the approved site plan, design Drawings, and any Special Conditions noted on the MOA On -Site Department Sewer Permit. The Contractor is responsible to notify the Engineer of any discrepancies noted on the design plans or Drawings prior to starting work. 1.03 REFERENCES. A. American Society of Testing and Materials (ASTM) 1. ASTM D2241 - Standard Specification for PVC Pressure Rated Pipe 2. ASTM D638 - Test Method for Tensile Properties of Plastic 3. ASTM D696 - Test Method for Coefficient of Linear Thermal Expansion of Plastics 4. ASTM D792 - Test Methods for Density and Specific Gravity (Relative Density) of Plastics by Displacement 5. ASTM D1505 - Test Method for Density of Plastics by the Density -Gradient Technique 6. ASTM D1621 - Test Method for Compressive Properties of Rigid Cellular Plastics 7. ASTM D1622 - Test Method for Apparent Density of Rigid Cellular Plastics 8. ASTM D1785 - Specification for Poly (Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, and 120 9. ASTM D2240 - Test Method for Rubber PropertyCDurometer Hardness 10.ASTM D2842 - Test Method for Water Absorption of Rigid Cellular Plastics 11.ASTM D2856 - Test Method for Open -Cell Content of Rigid Cellular Plastics by the Air Pycnometer 12.ASTM D3034 — Specification for Type PSM (PVC) Sewer Pipe and Fittings 13.ASTM D3350 - Specification for Polyethylene Plastics Pipe and Fittings Material 14.ASTM F789 — Specification for Type PS -46 PVC Plastic Gravity Flow Sewer Pipe. B. Municipality of Anchorage, On -Site Water & Wastewater Department (MOA Onsite) 1. Anchorage Municipal Code (AMC) 15.65 Wastewater Disposal 2. "On -Site" Wastewater Installers Manual. 3. Municipality of Anchorage Standard Specification (MASS) 4. Standard Specification for Component Parts and Materials Used in Construction of On -Site Wastewater Disposal Systems, Dated January 1991. C. International Conference of Building Officials (ICBO) 2003 Uniform Plumbing Code as amended by the Municipality of Anchorage and adopted November 1, 2005. Page 2 of 8 2/19/2007 1.04 SUBMITTALS. The Contractor shall submit their MOA Onsite Certified Installer certificate and number along with the date of class and expiration date prior to installation of system. After the complete system is installed, the Contractor shall submit unqualified as -built Drawings and certificates on MOA Onsite approved forms to the Engineer for approval to Operate. The Contractor shall record survey notes and submit these with the As-builts. All field joint locations shall be noted on the as -built Drawings. 1.05 SOILS REPORT. Pannone Engineering Services, LLC, conducted a soils investigation. The investigation can be found attached to the Drawings. Part 2 MATERIALS 2.01 PIPE BEDDING. Bedding shall conform to Class C Bedding as specified under MASS Division 20, Section 20.11. 2.02 GRAVITY SEWER PIPE. Pipes shall conform to the material schedule specified by Reference B-4 above and shall at a minimum be: a. Solid pipe: Schedule 3034 PVC plastic b. Perforated: F810 HDPE or 3034 PVC Plastic 2.03 SEPTIC TANK. The Septic tank shall be a cylindrical welded steel tank, constructed with No. 12 U.S. gauge (0.109 inch thick) material, with an operating capacity of that specified on the Drawings. The tank shall be a two-compartment design constructed in accordance with AMC15.65 and the Uniform Plumbing Code, and fabricated to the approximate dimensions as shown on Drawings. Tanks of alternate dimensions but equal capacity may be approved at the discretion of the Engineer. The septic tank shall be manufactured by Anchorage Tank and Welding or approved equal. The tank shall have a minimum of two access clean -outs, one over the inlet and one over the outlet. The inlet pipe opening shall be Schedule 40 steel in the location shown on Drawings. The inlet shall be baffled as shown or as approved by the Engineer. The inlet baffle shall penetrate six (6) inches below the liquid level in the tank. Lifting lugs shall be attached to the top of the tank for ease in handling. All steel structural members shall be jointed by electric arc welding with fillets of adequate section for the joints involved. Welds shall be continuous inside and out, ensuring a watertight tank. Pipe passing through tank walls shall be welded on both sides for a watertight fitting. After welding, all inside and outside surfaces of the tank shall be sandblasted to remove rust, weld flux, oil, and other foreign material. Weld splatter and surface roughness shall be Page 3 of 8 2/19/2007 removed by grinding. Immediately after cleaning, all metal surfaces shall be protected from corrosion by using Hi -Build Cold Tar Pitch, #46-465, or approved equal; the exterior shall be treated with one coat and the interior shall be treated with two coats. Coating applications shall follow the manufacturer recommended procedures. 2.04 SOIL ABSORPTION SYSTEM. All material used in the soil absorption system shall be approved for their intended use by MOA Onsite and shall be in conformance with the above references. Gravel to be used in the soil. absorption system shall conform to AMC 15.65.010 Definitions, Gravel. Pipes used for monitor tubes shall be 3034 PVC with the portion protruding into the drain field either slotted or perforated the full effective depth as specified on the Drawings. Clean-out caps shall be rubber "Jim Caps," or approved equal, securable with adjustable metal bands. Friction fit caps will not be accepted. Filter Fabric shall be Mirafi woven or felted fabric, or approved equal. 2.05 RIGID INSULATION. Rigid insulation shall be rigid board extruded or expanded polystyrene material meeting the following criteria: • Density: 2 PCF minimum • Compressive Strength: 35 psi minimum at 5% yield per ASTM D1621 • Water Absorption: 0.25% by volume, maximum per ASTM C272 • Thermal Conductivity: 0.23 BTU-in/°F-ft2-Hr, per ASTM C177 2.06 FILTER MATERIAL. Filter Material shall conform to that specified in AMC 15.65.060 Subsurface Disposal Fields, Paragraph D Filter Material. PART 3 CONSTRUCTION 3.01 GENERAL. All construction shall be installed as specified in the most current edition of the MoA Onsite Regulations (AMC 15.65), the most current edition of the MOA Onsite Installer's Manual, Specifications, and Special Provisions. The Contractor shall restore all disturbed property, including drainage swales, which were disturbed due to construction activities for this item to preconstruction condition or better. The Contractor is required to maintain the required horizontal and vertical separation distance required by the code. Specifically: • Solid pipes transporting wastewater from the house to the septic tank, and from the septic tank to the drain field shall have a minimum of 36 inches of vertical separation between any storm drain or footing drain. If 36 inches of separation cannot be Page 4 of 8 2/19/2007 maintained, install a minimum four -inch (4 -inch) thick insulation buffer between the septic system and the storm drain or footing drain. • Solid pipes transporting wastewater from the house to the septic tank, and from the septic tank to the drain field shall have a minimum of 11 feet horizontal and 18 inches vertical separation between water service lines and mains. Sanitary sewer pipes shall be centered over the crossing and no joint shall be closer than at least half the standard pipe length to the waterline crossing. Septic Tanks and Drain Fields shall be placed no closer than: • 100 feet to any private well, unless previously approved by the MoA; • 11 feet horizontally measured to any water main, water service, storm sewer, street light, transformer pad, electrical/telephone/cable box; • 10 feet horizontally measured to any side lot line • 50 feet up -gradient or 20 feet down -gradient of any footing drain or curtain drain. • Those separation distances required under AMC 15.65 The Contractor shall relocate any item installed with less than minimum measured distances prior to final inspection and at no cost to the Owner. 3.02 LOCATIONS AND GRADES. The Contractor shall verify and record the horizontal and vertical locations of all utilities encountered in the field and record any changes on the Contractor Record Drawings. The Contractor shall hire or employ a Registered Land Surveyor to stake the location of the septic tank, drain fields, property lines, well, 100' well radius, ten -foot property line setbacks, or any other required feature. Failure to properly stake these locations shall be at the risk of the Contractor and the Contractor shall be responsible if the required distances are not met. The septic tank shall be placed at the locations and elevations as shown on the Drawings. The tank shall be set level to a tolerance of plus or minus 0.05 feet from end to end. The drain field shall be placed in the location shown on the Drawing, with minor adjustments allowed to minimize excavation and accommodate the existing terrain. The drain field piping shall remain level over the length of the drain field. The drain field shall be constructed entirely within 30 feet of the test holes shown on the Drawings. Contact the Engineer immediately if the drain field cannot be installed in the location shown on the Drawings. 3.03 EXCAVATION. Sewer services pipes shall be bedded. Bedding and trench backfill shall be compacted to 95% of maximum density. Material that is placed while frozen or during freezing conditions shall be removed and replaced during periods when the material is thawed so proper compaction can be achieved. Page 5 of 8 2/19/2007 3.04 SEPTIC TANK. The septic tank shall be placed on undisturbed soil on a level grade at a depth as indicated on Drawings. Backfill around the tank with sewer gravel fill to at least the spring line of the tank. Fill above the spring -line of the tank shall be installed in 12 -inch lifts compacted to 95% maximum density. Any damage to the protective coating during installation shall be repaired as recommended by the manufacturer. The tank inlet shall be set at the elevation shown on the Drawings. Care shall be taken during installation to ensure the proper elevation drop between the inlet and the outlet. Install flexible "Fumco" rubber fittings, or approved equal, at connection from tank to inlet and outlet pipes as indicated on the Drawings. The Contractor shall take caution to prevent the tank from floating once it is set in place. The Contractor shall reset the tank to the proper grade if it floats, at no additional cost to the Owner. 3.05 PIPES. Pipes shall be joined to one another, to the polyethylene fittings, cleanouts, and tanks in accordance with these Specifications and the manufacturers recommendations. A. Plastic Pipe to Cast Iron. The existing cast iron sewer line from the house shall be connected to the new septic tank using 4" 3034 PVC Pipe. Connect the two pipes with a Fumco "No -hub" coupling, or approved equal, consisting of a rubber gasket and adjustable metal bands. B. Sewer Distribution Lines. Sewer distribution piping shall be joined using two-part PVC cement. The first part shall prime and clean the PVC pipe. The second part shall join the two pipes. Each section shall be able to withstand a working pressure of 25 psi. All piping shall be placed as shown on the Drawings and placed as straight as practical. In case of conflict between stationing of pipe or fittings, use dimensioned locations relative to the centerline and property line, the dimensioned locations shall govem. 3.06 SOIL ABSORPTION SYSTEM. The drain field shall be constructed as shown on the Drawings and in accordance with all applicable regulations described in AMC 15.65 Wastewater Disposal. The drain field area shall be excavated to the elevation and dimensions as shown on the Drawings. Remove alt organics and silt. After excavation, the open hole shall be protected from surface runoff to prevent the entrance of silt and debris. Under no circumstances shall the use of heavy equipment be permitted on the drain field surface. All smeared or compacted surfaces shall be raked to a depth of one (1) inch, and loose material removed, before any of the drain rock is placed. The bottom of the trench shall be level to within 0.2 inches, end to end. The gravel and distribution piping shall be installed as shown on the Drawings. Perforated PVC pipes shall be laid in the drain field so that the holes are placed down in the gravel. Page 6 of 8 2/19/2007 The drain field shall then be backfilled with gravel to a depth of a half -foot above PVC distribution piping invert. Filter fabric and insulation shall be placed over the bedding as required by the Drawings. Backfill above the filter fabric with material excavated from the excavation to the elevation shown. The material shall be mounded over the drain field as shown on the Drawings. Backfill of drain field shall not be compacted. All slopes and surfaces shall be top -soiled and seeded with a minimum of six inches of topsoil and MOA Schedule A Seeding. 3.07 Demolition of Existing Septic System. This section is to be used only if required on the Drawings. The existing septic tank adjacent to the existing drain field shall be demolished in accordance with Appendix K of the Uniform Plumbing Code and AMC 15.65. The existing septic tank shall not be demolished until the new septic tank is connected to the existing residence and is ready for operation, or if temporary provisions are made and approved by the Engineer. The septic tank shall be exposed and all piping removed and disconnected. All liquid shall be removed by an MOA ONSITE Certified Sanitary Pumper and disposed of in a certified septage disposal area. The top of the septic tank shall be removed. The entire inside shall be coated with lime to stop the biological action. The septic tank shall be crushed in place or removed and disposed of in a certified landfill. The ensuing hole shall be filled with unclassified backfill and compacted to the required density. The area shall be covered with topsoil and shall be seeded per MASS Division 75. The existing drain field shall be abandoned in place. If the drain field is a crib type system, the crib shall be collapsed and filled with structural material. The entire are shall be top - soiled and seeded in accordance with Mass Division 75. The existing piping that remains shall be disconnected from the septic tank and abandoned in place. All clean -outs or other indications of the piping at the surface shall be removed. PART 4 BASIS OF PAYMENT 4.01 METHOD OF MEASUREMENT. Sanitary Sewer System is a lump sum item and will not be measured directly for payment but shall include all work necessary to install an operational system as detailed in the Drawings and Specifications. All component items necessary to complete operational systems will be considered subsidiary to this item and will not be measured separately for payment. Excavation and backfill for this item will be considered subsidiary. This item will be considered complete when the system is demonstrated to be operational. Dewatering operations as required will be considered subsidiary to Sanitary Sewer System. Submittals required as described in this Section will not be measured for payment but will be considered subsidiary to Sanitary Sewer System. Page 7 of 8 2/19/2007 5.01 BASIS OF PAYMENT. Sanitary Sewer System will be paid for at the contract lump sum price. Utility location and coordination required to complete this item will be considered subsidiary to this item and will not be paid for separately. Payment will be made under. Page 8 of 8 2/19/2007 Pay Item Pay Unit Sanitary Sewer System Lump Sum Page 8 of 8 2/19/2007 Mayor Mark Bcfich Municipality of Anchorage P.O. Box 19 W () • Anchorage, Alaska 90519M650 • Telephone (907)343-M01 • Fax 0)07) 313.82(X) 4700 Brngnw Sired • Andrmgc, Alaska 99..507 www.mankorg Building Safety Division February 28, 2007 Steve Pannone Pannone Engineering Services, LLC PO Box 102954 Anchorage, AK 99510 Subject: Lot 1, Block 7 Preuss No 4 Reply to Response to Comments dated February 23, 2007 Dear Mr. Pannone, This letter is in response to your request for a written reply to the discrepancies between your percolation test procedure and the adopted Table 3-8 of the EPA Design Manual. Also, this letter will serve as a "Pink Sheet" as it includes additional comments that must be addressed before the permit is issued. 1. Regarding effluent entering the middle of the field: Please see the attached Engineer Bulletin 94-3 dated June 1, 1994. Item number 2 states "Any absorption systems with a design length greater than 50 feet shall be entered at the midpoint, unless otherwise approved by DHHS." 2. Regarding cleaning/thawine accessibility: If there are specific items to be used in the construction of a septic system please document this within the permit application. In your response you mentioned that a sweep -tee clean-out will be installed at the beginning of the field. Code requires the sweep to be directed toward the field. Are you proposing a different direction? If so, the field will not have adequate cleanouts and will be out of compliance with AMC 15.65. 3. Regarding percolation test procedures: See the attached copy of page 41 of the EPA Design Manual, Table 3-8. Test Hole 1: Based on the `Water Level Readings' provided on your percolation test, the depth of the water in the percolation hole exceeds 17" near the end of the test. Per the EPA manual, "At no time during the test is the water level allowed to rise more than 6" above the gravel". Test Hole 2: 1. Again, based on the 'Water Level Readings' provided on your percolation test, the depth of the water in the test hole is greater than 6". 2. The manual requires a minimum of three 30 minute readings to be made; you have not provided three 30 minute readings. The manual does allow 10 minute readings when the first 6" of water added after Co171mttnity, Security, Prosperity Steve Pannone 3/1/2007 Page 2 of 2 the soaking period seeps away in less than 30 minutes; your test did not meet this condition. New percolation tests are to be performed and submitted for review before the permit will be issued. Please address these comments and resubmit for review. In the future, when our office notifies you of obvious errors or omissions in your project submittals by use of the standard On -Site Sewer/Well Submittal Comment Sheet, we anticipate you will do a thorough re -review of your work and make the necessary corrections to come into compliance with AMC 15.65. If you request this office to give you detailed written instructions of how to make your corrections, an engineer review fee will be charged for the additional time. Our standard engineer review fee is $115.00 per hour with a minimum one (1) hour charge. If you have any questions of the above please contact me at 343-7907. Sincerely, Daniel J. Roth Program Manager Onsite Water and Wastewater Program Enc: Engineer Bulletin 94-3 Summary of Percolation Test Water Levels Tom Fink, Mayor June 1, 1994 Municipality of Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 ENGINEER BULLETIN 94-3 TO: Engineers Involved with Design, Inspection and Construction of On-site Water and Wastewater Disposal Systems SUBJECT: Clarification of some design considerations. 1. Per AMC 15.65.060.11.4, the width of an absorption bed must not exceed 15 feet. Recently, the On -Site section routinely approved changes to this requirement. In the future, an exception to this requirement will be approved only after a thorough review and justification submitted by the engineer. 2. Any absorption systems with a design length greater than 50 feet shall be entered at the midpoint, unless otherwise approved by DHHS. 3. No absorption systems will be allowed which are designed on a "spill-over" concept, i.e. two trenches with the second trench only receiving effluent after the first trench has been filled. 4. Approved sands used to raise mounds or bed systems to insure the 4 foot separation from the bottom of the absorption field to the water table are: a. Road sand from Central Paving Products (Palmer). b. ASTM D 33 concrete sand available from Quality Sand (Wasilla). c. Pit run sand from Beaver Lake Sand & Gravel (Wasilla). d. Any sand from a source other than a, b, & c above must have a sieve analysis performed which indicates that the product is a sand and has less than 4% passing the 1/100 sieve and less than 2% passing the #200 sieve. MIs Cw'& Jarhes Cross Civil Engineer On-site Services 00.0 rrr 4(12 r 66" 5 y„ 00 Assv-ea "watt watt r reve.1 Prcess 6lock Pere°Te txan Te1perfrornryeck Tcst Nolo - 7 L.of1 by Steve- Rinno,e I/ 0/07 -67) " -70%6" -to fiAI „ Read' ^ 9.73 ha Final Rea,- F-66" -6z3/4" s 6z%" 5-62%v" F-63344 f -63Z" (-6314" tf- 5� )D minute. Slier vats 6=° x- 2 X6" 6" Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program a 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.orgtonsite (907) 343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET et/ El ti a To: PES Legal description: Preuss #4. 87 L1 The attached paperwork has been reviewed and is being returned for the following reasons: 1. On the design site plan please show the effluent entering the middle of the field. 2. After the "Review Only" drawings have been reviewed and you are notified that there are no additional comments, the "For Construction" drawing must be submitted before the permit is issued. The permit won't be Issued until the two sets of drawings have been compared. 3. The percolation test procedure does not follow the adopted Table 3-8 of the EPA Design Manual. In the future, percolation tests not following this procedure will not be accepted by this department. 4. The field was not designed parallel to the contours. 5. The subsurface disposal field may not be located less than 14 feet from any existing field. 6. How will the length of pipe from the diverter valve to the field be accessed for cleaning or thawing purposes? Name of reviewer. Deb Date: 2/22/07 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK Received by Date Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.orglonsite (907)343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To: PES Legal description: Preuss #4. B7 1.1 The attached paperwork has been reviewed and Is being returned for the following reasons: ❑ Original signature or stamp missing on _ ❑ Calculation error in design. ❑ Additional soils information needed. ❑ Water monitoring results inadequate. ❑ Discrepancy in information submitted. O Topographic information missing or inadequate. ❑ Incomplete; missing ❑ Incomplete; missing _ ❑ Additional adequacy test information needed. _ ❑ Water sample unacceptable. O Measured/proposed distances/dimensions missing. ❑ Locations of all soils, percolation and water monitoring tests not shown. ❑ Proposed system too deep for soils information submitted. ❑ Well log required. _ ❑ Omission in narrative. ❑ Insufficient fill over tank or field._ ® Other. Based on neighboring soils tests. the On-site Dept Is recurring the system to be designed with a .45 6PD application rote. The Engineer needs to do an additional percolation test prior to construction of the septic field, The percolation test procedure is to follow Table 3-8 of the EPA Design Manual. Please submit stamped and signed results with the As - built Inspection Report. If the results reouire a design change. construction of the system will stop pending On -Site review and approval, Name of reviewer: beb Date: 3/14/07 Please supply the necessary information and re -submit your request. \ "' ! MUNICIPALITY OF ANCHORAGE ,,"l •DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION --t( ENVIRONMENTAL ENGINEERING DIVISION S�825 L Street -Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME PHONE M t i rr.--- �tJ�'(2-Jc.-TI �•-- !slot -c�cot'1 El NEIN $JPGRADE MAILING ADDRESS 17, (, [..c::,)4.. '11 -2-2 lcaw v ��-.. 1"'l s'l`1 LEGAL DESCRIPTION L.---r....T" 1 fL_K. -7 E 1 r� LOCATION L.ln..et, ‘ Vt. NO. OF BEDROOMS 4 SEPTIC TANK DISTANCE TO: Well 1 Oa 1 Absorption are& ILP Dwelling 2--C, :1--- PERMIT NO. gsj�4 (,f3 Manufacturgr P'rys-)C.-I-Ea(Lb-Crr-�%- �4--..Si4- Material No. of compartments Liq. capacity in gallons 1'2- c IF HOMEMADE: Inside length �-- Width Liquid depth 0 Y J0z 0z FQ- DISTANCE TO: Well / Dwelling PERMIT NO. Manufacturer /� Material Liquid capacity in gallons TI LE 17177th f+E D TRENCH DISTANCE TO: Well r,1. 1 2- Foundation I1 '27S C Nearest lot line 1p PERN�J,T�tO.' (, �j`,) D�trvB No. of line Length of paAh line, 15. /15 Total length of lies 1 OQ Trench wit �(� inches Distance betweenjks /p Top of tile to finish grade / 5 Material beneath tile 8y' inches Total effective absor ion area 1ii"(, rf SEEPAGE PIT Length Width Depth PERMIT NO. Type of crib Crib diameter 1"--) A Crib depth Total effective absorption area DISTANCE TO: Well Building foundation Nearest lot line J -I w CI sr I ST I -J Depth GI Driller Distance to lot line PERMIT NO. DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s) OTHER u(.._.04-5 SII PIPE MATERIALS I'`vc b.S- - fJ )- SOILTEST �7RATING 1 --Vi '4'11-4•(1.--- • ' W tN ,� INSTALLER SIA -A, I f> -I- C o,- . ,•-r.11 REMARKS r L. 1./ x.1 1264 4014-*- S>yPT L -t "- T I (/t` -4--'6 qa oF • so co - _. -• %o ' w co a15.0aa a•e `ai J W l -.J \' \ ..15•i iJ6r Y exprtc- S-jST£Ai it .. Robert A. Shafer : C: +°e No. 1457-E 0:•• - / (5n1tLp IIA T. .,..z...,4,44.0g 1 U 7,-----6, . , oa an QCT APPROVED a-8, 0 !", 7b11e 'RIVER,AnM(&Gy DATELEGAL JR-• ENGINEERING 196t 6125-4,c-- 7/)-7 1/0 1:an_9(U74 7')1112 IP ,, Z/7RI P11111-4 'POI__... ;::._.q.._ v i.hi... 1P7 iP: fro1-114"=::U F.R. e:4 1E3 FE DEPARTMENT OF HEALTH AND ENVIRONMENTAL.- PROTECTION 825 1.... STREET, .ANCHORAGE, Ai:: 995011. 264-4720 PERMIT NO DATE ISSUED: APPLICANT: ADDRESS: CONTACT PHONE: L..EGAL... DF.:CiC".Fi.T.P:• LOT SIZE: MAX BEDROOMS: • q:: lfi q'�4q 350468 ..,r_i 46frL 08/02/85 ,..,i. - 1E.;. F !WEE FR {f" q= 4. h"°'q I 1 H e (L) 577 / r ` 4-15Yk� Sh'1i DT CONSTRUCTION P.O. BOX 773722 EAGLE RIVER, AK 99 561 .... O6 1.7 SUBDIVISION: PREUSS SECTION: S TOWNSHIP: :14N .25A (SG! • FT • OR ACRES) 4 Listed below are t..he options available to system. Choose the option t.hGat best fits your site.. LOT: 1 RANGE: 1.W you in designing DEPTH TO•PIPE BOTTOM (FT.) GRAVEL.. DEPTH (FT.) _0n -AL DEPTH (FT.) GRAVEL_. WIDTH (FT.) GRAVEL. LENGTH (FT.) GRAVEL. VOLUME (CI.J• YDS. ) TANK SIZE.(GALS) SO1!.... RATING (SC.>!.F"1. /BR) ** _q_ F>k: lE :' t �.q m : ii -4 4.0 Ey J 12.0 2.5 88.0 69.7 1,250.0 349 ** **.- FtpArly 4.0 0.5 1.5 .7,0,, O 57.0 67.4 1,250.0 0 •** 28 cp BLOCK: 7 your septic: I.4 •„ E) PR.. Tic 4 :lf: V4 4.0 3.5 7.5 5.0 1`51..-ci 11:1.9 1 ,250.0 0 _ '].9 GRAVEL._ L..ENj:3TI-i > 75 FT, REQUIRES MULTIPLE: RLJNf (NOT EXCEEDING 75 TAN\l!:: MUST HAVE AT t...E:AST TWO COMPARTMENTS FT. . l:'.A(.,i'-I 1: certify that: 1. 1. am familiar with t.I-i requirements for on-site sewers and wells as set forth by the Municipality of Anchorage (MOA) and the State of Alaska. 2. I will install the. system in accordance with all MOA codes and regu1.at.:1.ons, and in compliance with the design criteria of this permit. 3. I wi.l:t adhere to all MOA and State of Alaska requirements for the set t:itac:k distances from arty existing well,, wastewater disposal system or public sewerage system on this or any adjacent. or nearby lot.. 4., 1 understand that. this I:permit. is 'valid for a rnax imum of 4 Ibc-drhorns and- - any enlargement wi.11 require an additional permit. -IF A LIFT STATION IS INSTALLED IN AN AREA COVERED BY MOA BUILDING CODES, THEN (1)' AN ELECTRICAL PERMIT AND INSPECTION MUST BE OBTAINED:- (2) AS -MILTS L'Jl:LL NOT HE Al'PRC:IVE l') WITHOUT AN ELECTRICAL. INSPECTION RE:F'1IRT;, AND (::;) THE ELECTRICAL. WORK MUST BE DONE ,3Y A LICE SEI) ELECTRI:C:LAN• SIGNED APP1._ICANIT: ISSUED BY SI" I I :(:)'1' CONSTRUCTION �v0-/k �l:)ATEo PERFORMED FOR: MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264.4720 SOILS LOG - PERCOLATION TEST Ste. s.., i'alf LEGAL DESCRIPTION: DATE PERFORMED: � v7` / 84e -h- 7 Pr e r -r sr -51r rOio 9 10 11 12 13 S1/7 S4.�y 6r41/-/ - «•df 5 `` Cpm). 3i ' ,e, 14 15 16 17 18 19 20 q T3jC�i+C COMMENTS calls A.:uSera • er, CE -67367/. .0 • Vaa Ars ApROF SSIO ' ••• \\\lNo%v 16. SLOPE 0 JVILJ LVV PERCOLATION TEST 7/Lj Iv w SITE PLAN k Cq.r A D WAS GROUND WATER /) %Q S ENCOUNTERED? / L 0 P IF YES, AT WHAT DEPTH? E -7 ly� N. / 74 j 74'K Cr 3 Reading Date Gross Time Ne • Time Depth to Water Net Drop S'v R K / 6"//%/Fr .2 : ll p,r. 3d•n.,., r- r ,1 -2 4 4" x'73 ' „ a,.v 1 • " .' . aV 0,73- ,/ 3 ,,r 3;s 'rg /-. 'Xs ' v, >s It is -.)-- - PERCOLATION RATE TEST RUN BETWEEN _ G" S/oy< <t S FT AND O (minutes/inch) 9 FT 3q '-ii PERFORMED BY: ry ces P. 0. Box 773294 Eagle Rlver, AK 99577 691.5195 CERTIFIED BY: DATE: G/o.S- Litl /X7 P4 r P/- /Il.T.".s, - —1 mc AS 20( —' / 7 -2 0'...?w- _ 3 La44-eL/,',/)=e-A4 T .1( C. ( c' oJ . . • . - GRE', ER ANCHORAGE AREA BOk I GH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 02ttwcJ PoP&twal los`} 02 m.rs 4)L LPCJ INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM g%S 1.4 1 $ h NAME " -, b -Q"' do LU MAILING ADDRESS LOCATION (--0 (E:1 )J Qtr LEGAL DESCRIPTION / `/ SEPTIC TANK: �4•. DISTANCE FROM WELL MANUFACTURER MATERIAL COMPARTMENTS NUMBER OF INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY GALLONS. TILE DRAIN FIELD: TOTAL LENGTH 5._ DISTANCE FROM WELL FOUNDATION NEAREST LOT LINE OF LINES NUMBER OF LINES Cl (.,5--(. DISTANCE BETWEEN LINES TRENCH WIDTH 0 IN TOTAL EFFECTIVE /( ABSORPTION AREA ` •5 � SQ. FT. LENGTH OF EACH LINE DEPTH OF FILTER r MATERIAL BENEATH TILE -) IN ABOVE TILE 1 IN DEPTH: TOP OF TILE TO FINISH GRADE WELL: TYPE CONSTRUCTION— DEPTH DISTANCE FROM: BUILDING NEAREST NEAREST SEPTIC SEEPAGE FOUNDATION LOT LINE , SEWER LINE , TANK , SYSTEM CESSPOOL , OTHER SOURCES APPROVED DISAPPROVED REMARKS DISTANCES• II Q' INSTALLED BY jam' "ti" SEWER LINE DEPTH• PIPE MATERIAL• LOT SLOPE: REMARKS: Form EQ -032 DIAGRAM OF SYSTEM 4 I DATE �7' )) APPROVED X- 111'); �- G.A.A.B. 3FouiFce Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onslte (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 050-572-39 1. COSA # CYC>CSO Expiration Date: ' g " 1 - 03 GENERAL INFORMATION Complete legal description lot 1, Block 7 Preuss S/D Addition No. 4 Location (site address) 10309 Wren Lane, Eagle River Current Property owner(s) Michael & Billy lean Gonzalez Day phone 229-1756 Mailing address 10309 Wren Lane, Eagle River, AK 99577 Lending agency Day phone Mailing address Real Estate Agent Day phone Mailing Address Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class Well Public Water System 4 TYPE OF WASTEWATER DISPOSAL: ❑ . Individual On-site ❑ Individual Holding Tank ❑ Community On-site Public Sewer 0 The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given In paragraph 4 by an Independent professional civil engineer registered in the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues COSAs upon request to homeowners. Certificates of On -Site Systems Approval are valid for 90 days from the date of Issue for properties served by a private or Class C well and may be reissued with new water sample results. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage Is not responsible for errors or omissions In the professional engineer's work. 4. 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 (s(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations In effect at the time of installation. Name of Firm Pannone Engineering Services, LLC Phone 272-8218 Address P.O. Box 102954, Anchorage, AK 99510 Engineer's Printed Name Steven R. Pannone, P.E. Date 2-20-07 Engineers Comments: In conducting an adequacy tcst, 1 attempt to provide a thorough, conscientious engineering analysis of the system in accordance with MOA DSD Guidelines & 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. q•.aaa� The operational life of all wells and septic systems depend on the local soil condition, ground water a4 levels that may fluctuate during the year, and the water usage of the family being served by the system. **tit... •0..."pF• 'O^e These conditions are outside the control of the evaluator of this system All systems eventually fail and satisfactory tcst results do not guarantee future performance of the system, nor do they guarantee that yf '} �•� there are no hidden defects or encroachments. PES can therefore not provide any warranty for future -•«•+•••••. performance nor give any estimate of how long the system will continue to meet the operational ' ' requirements of the MOA DSD. The content of this report� "•� ,....._.. ' req is for the sole benefit of the owner listed ♦ Sleven R. onnone! above. Any reliance upon or use of this report by any other person or party is not authorized nor will it 10.16". No CE 8149 n% confer any legal right whatsoever. •a Y✓'„�7.720'9'� 5. DSD SIGNATURE �0aaa9;Q��.• ____1Z Approved for bedrooms. Disapproved. Conditional approval for bedrooms, with the following stipulations: J• tttl\Into,,, • ON-SITE • cs WATER AND PI: WASTEWATER • PROGRAM ,• Attachments: COSA Checklist X Septic System Advisory Well Flow Advisory Nitrate Advisory Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other Original Certificate Date: g - 9- o 7 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL. CHECKLIST Legal Description: Lot 1 Block 7 Preuss S/D Add'n No. 4 Parcel ID: 050-572-39 A. WELL DATA Weiltype Class A If A, B, or C provide PWSID 11 WW1) Well Log (Y/N) Date completed _ Sanitary seal (Y/N) _ Wires properly protected (Y/N) Total depth ft. Cased to ft. Casing height (above ground) in. FROM WELL LOG AT INSPECTION Date of test Static water level ft. ft. Well production g.p.m. g.p.m. WATER SAMPLE RESULTS: Colform colonies/100 mL Nitrate mg/L Other bacteria colonies/100 mL Arsenic: _ ugR Date of sample: _ Collected by: _ B. SEPTIC/HOLDING TANK DATA Tank Type/Material Septic/Steel Date installed 7/27/2007 Tank size 1250 gal. Number of Compartments 2 Cleanouts (Y/N) Yes Foundation cleanout (Y/N) iti Depression over tank (Y/N) N4 High water alarm (Y/N) N Date of pumping 7/27/2007 Pumper New Installation C. ABSORPTION FIELD DATA Date installed 7/27/2007 Soil rating (g.p.d./ft2 or ft2/bdrm) Q,_j_ System type Dees Trench Length, / 53 :l,i ft. Width 2.gg5""((}} ft. Gravel below pipe 7 ft. Total depth 12.5 ft. Eff. absorption area f841' Monitoring tube yes Depression over fleld NQ Date of adequacy test 7/27/2007 Results (Pass/Fail) Pass For 4 bedrooms Fluid depth in absorption field before test New in. Water addedNew gal. New depthNew in. Elapsed Time: _ min. Final fluid depth _ in. Absorption rate >= g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) If yes, give date D. UFT STATION Date Installed Size in gallons Pump on" level at _ in. Pump off' level at _ in. In. Datum Cycles tested E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankMt station on lot N/A On adjacent lots Absorption field on lot On adjacent lots Public sewer main Public sewer manhole/cleanout Sewer /septic service line Holding tank Animal containment areas Manure/animal excrete storage areas SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Manhole/Access (Y/N) High water alarm level at Meets alarm & circuit requirements? Budding foundation 19 Property line _? Water main 100+ Water service line 60+ Wells on adjacent lots 200+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10 Building foundation 40 Water Service line 78 Surface water 100+ Curtain drain 100+ Wells on adjacent Tots 100+ F. COMMENTS New Installation 7/27/07 Absorption field 27 Surface water 100+ Water main _SI -kr Driveway, parking/vehicle storage 30 G. ENGINEER'S CERTIFICATION I certify that I 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. Engineer's Printed Name Steven R. Pannone. P.E. Date 8/8/2007 tastliussas • 7 i• onn •'• M� er P14" 1741. V • COSA Fee $ Waiver Fee Date of Payment Date of Payment Receipt Number Receipt Number (Rev. 11/05) Municipality of Anchorage Development Services Department Building Safety Division On -Site Water b Wastewater Program 4700 Bragaw Street P.O. Box 198650 Anchorage, AK 99519-6850 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: Lot 1 Block 7 Preuss S/D Add'n No. 4 Parcel ID: 050-572-39 A WELL DATA Well type Class A If A, B, or C provide PWSID # AW WU Well Log (Y/N) Date comp?-`-' - anitary seal (Y/N) Winn properly protected (Y/N) Total depth Casing height (above ground) AT INSPECTION ft. Cased to ft. FROM WELL LOG Date of test Static water level ft. Well production WATER SAMPLE RESULTS: g.p.m. Cdiform Arsenic:tign _colonies/100 mL B. SEPTIC/HOLDING TANK DATA Tank Type/Material Seotic/Steel Date installed W25/1985 Nitrate mg/L Date of sample: ft. g.p.m. in. Other bacteria colonies/100 mL Collected by. Tank size 1250 gal. Number of Compartments 2 Foundation cleanout (Y/N) yits Depression over tank (WN) ►N`.4 Date of pumping 11/16/2006 C. ABSORPTION FIELD DATA Date installed 8/25/1985 Soil rating (g.p.d,/ft= or fl2/bdrm) 349 Length 100 ft. Width 2.5 ft. Total depth 14 ft. Eff. absorption area 1400 tt= Pumper Chugach Pumping Cleanouts (Y/N) Yes High water alarm (Y/N) N System type Deep Trench Gravel below pipe 7 Monitoring tube yo Depression over Held No Date of adequacy test 11/16/2006 Results (Pass/Fail) Pass For 2 bedrooms Fluid depth In absorption field before test $Q in. Water added250 gal. Elapsed Time: 1440 min. Final fluid depth $Q In. Absorption rate >= 250 Any rejuvenation treatment (past 12 mo.) (Y/N & type) No. If yes, give date ft. New depth$¢ in. g.p.d. D. UFT STATION Date installed Size in gallons Manhole/Access (Y/N) "Pump on level at _ in. "Pump off level at _ in. High water alarm level at In. Datum Cycles tested Meets alarm 8 circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WEU. ON LOT TO: Septic tank/llf station on lot N/A On adjacent Tots Absorption field on lot On adjacent lots Public sewer main Public sewer manhole/deanout Sewer /septic service line Holding tank Animal containment areas Manure/animal excrete storage areas SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 35 Water main 110 Property line Al Water service line 60 Wells on adjacent lots 100+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 18 Building foundation 52 Absorption field 10 Surface water 100+ Water main 80 Water Service Zine 78 Surface water 100+ Driveway, parkingNehide storage 80 Curtain drain 100+ Wells on adjacent lots 100+ F. COMMENTS See Request for Conditional COSA G. ENGINEER'S CERTIFICATION 1 certify that 1 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. Engineer's Printed Name Steven R. Pannone. P.E. Date 2/20/2007 • a%.Steven R . ✓mcne+ .. ♦•j, No CE 8149 / • I,• • ..so.../ COSA Fee $ t m / i - C 1v) 44.11indtWaiver Fee $ Date of Payment g/90/91. Date of Payment Receipt Number //505 Receipt Number (Rev. 11/05) t 1 1 r 4 O _�✓.G"�T lel.7.e ,iZ'2. 72 s' '4 • y' i ••.1 • Id 43i tst II 1, I. al C-$ EX.!S r' "Jc r►UUS.€ 50.2 rh r1. 1 1 20. B•0•`r .� r G =. y l• `., sit iv. • Zn.2 MT t --_L: t .10 eir tz:'cs,vt • •!; ..,4ci °05'cf/. 720 00 a t i1 a: 4 Y -1 •ak. E r b VD c ... a W. V -1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I D # O SD - 1 - °i°1 1. GENERAL INFORMATION Complete legal description HAA# ODi`1 Lot 1; Mock 7; Pteuss Subdivision. Eagte Rivet, A.Eaufza Location (site address or directions) 10309 Ulnen Lan? Eagle Rivet, A2a/sfza Property owner N.U.D. CONTRACT 0111-020328 Day phone 563-3333 C/0 Associated 13nofzers Mailing address 650 W. 36th Ave. Suite #1 Anchorage; AK, 99503 Lending agency Day phone Mailing address Agent SANDY HJELMSTAD Day phone 563-3333 Address Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: Individual well Community well Public water XXX NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: Individual on-site Holding tank Community on-site Public sewer XXX NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev. 1/91) Front MOA 921 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 of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is 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 in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm 5 & 5 ENGINEERING Phone 1 34 Eagle River Loop Road No. 204 Address Eagle River, Alaska 99577 Engineer's signature Date 2-- w�(o+^egg ,s ik 09 -'}St ._,.. app or dee yr. 1 �® . 4 111• r C� aq 40-4'a een1v'e deo een8oe oe• 1e Q a, nOGE J 1,\FER W �0 4tQ;111:iie No.5 a ® 4,eL`ae�9Lg52snw.aaeOo��� 6. DHHS SIGNATURE Approved for l bedrooms. Disapproved. By' Conditional approval for bedrooms, with the following stipulations: Additional Comments Date `` --9,� CAUTION The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 72-025 (Rev. 1/91) Beck MOA #21 Municipality of Anchorage Department of Health & Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description:'— A. WELL DATA Well type t-Ao Parcel I D If A, B, or C, attach ADEC letter. ADEC water system number Log present (Y/N) Date completed Driller Total depth Cased to Casing heigh Sanitary seal (Y/N) Wires properly pro t d (Y/N) Date of test Static water level Well flow Pump level FROM WELL LOG SEPARATION DISTANCES FROM WELL TO: Septic/holding tank on lot Absorption field on lot gpm AT INSPECTION MURK!°A.IT r'F ANCHORAGE ENVIKONMENTAL SERVICES DIVISION FEB 1 8 1993 f t EIVED ; On adjacent lots ; On adjacent lots Public sewer main Public sewer manhole/cl Sewer service line Petr WATER SAMPLE RESULTS: Coliform tank Nitrate Other bacteria Da . sample: Collected by. B. SEPTIC/HOLDING TANK DATA Date installed Tank size \ ZS o Compartments Z' Cleanouts 0/N) V Foundation cleanout 0/N) \I Depression (Yd) N Alarm tested (Y/N) ^113° High water alarm (Y6 Date of pumping - / 2 - 93 Pumper T_2 • I ESSPoo L SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: ly � 0 I Well(s) on lotOn adjacent lots (f Foundation a 1 I To property line t0 Surface water/drainage 72-026 (Rev. 7191) Front Absorption field /6o /I - Watermain/service line /0 id - CONTINUED ON BACK PAGE C. LIFT STATION Date installed Manufacturer Size in gallons Manhole/Access (Y/N) Vent (Y/N) "Pump on" level at "^. p off' level at High water alarm level Cycles tested Meets MOA electrical codes (Y/ SEPARATIO on lot TANCE FROM LIFT STATION TO: D. ABSORPTION FIELD DATA Date installed g " 25-- 8 5 - On adjacent lots Surface water Soil rating ..-9•g '4' 50 - System type TRC--,1�k-t Length /0v 1 Width 3a " Gravel thickness 7' Total depth 1-2 Total absorption area /tet°p Cleanouts present/N) Y Depression over field (Y,)) N Date of adequacy test - Results as ail) for <�> bedrooms Peroxide treatment (past 12 months) (Y J7'M /e�0 14-6-f If yes, give date f SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Well on lot 2v (� On adjacent lots �� Property line /0 / ( 4— /4 - To building foundation /0 To existing or abandoned system on lot / On adjacent lots 3o Cutbank !* Water main/service line /0 r ra Surface water / o Driveway, parking/vehicle storage area So / H Curtain drain `f/4-- E. ENGINEER'S CERTIFICATION I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effV4 e of this inspection. S (. S KINGINt:FRINOeg 17034 Nagle River Loop Road No. 204 t Signature L:ogIa River, AIzka 99$77 Engineer's Name -c15 Date 9.7* p 6.0 t jh 00, ` P 6q can coaaccesafassaaekkleg:6 ® t 'L. ROGER J. HAFER < HAA Fee $ Waiver Fee' $ Date of Payment Date of Payment Receipt Number % v (� 76) Receipt Number 72-026 (Rev. 3/91) Back MOA 21 Time APPLI( NT FILLS OUT UPPER HAI ONLY Pt,,{;rty Cwner Mailing Address ok. A) os r< --I" i_v1t%%vT V BR/ ,` i () /X +I) - e_ l9- A/ Zip Code <`7r�� `7 .,� U f ,, v,. U ;n,,h. 7 Phone f e /�/ 7 /?6 Buyer Address ` J 67/ '� �, 7, 7 ... . ) Gam'. ( `` X,t �;-���. �`>tv ,_� �C�� Zip Code ' f "% y1 Lending Institution Address 5 p KA di j.._ 4/1 04)7 - `1.2 ... / (� Zip Code �;�.;� �r. ,�c i<%? Phone ��'."' Realty Co. & Agent Address ) 04rr /,/ ii NOR l 14! 6-- I �n l y i T--�ZLi, YP ).... Xn: /� 7`) n ", ' �hi?/1`.r� /�_�/� Zip Code `% .-/.._j Phone / /� !� j 9/ Legal Description goy / ��_-r�'� 7 r�� � ,� ii Street Location tw �" Type of Residence it Single Family11 ❑ Multiple Family Other CI Other No. of Bedrooms -. - Water Supply V Individual /❑ Community ❑ Public Utility Date Sewer Installed ATTACH WELL L G. A well log is required for all wells drilled since June 1975. For wells drilled rior to that date, give well depth (attach log if available). SewerDisposal Fr Individual ❑ Public Utility ❑ Holding Tank Septic Tank Size -- - " Year Individu Installed: ' % w When Connegted to Public Utility ,, NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. Time Time Time ULD n n /��/ Time 'ea r i Q��" Date Date Date 4—` -6J-1-° Date Date i Inspector Inspector Inspector u'1.'v CD\.►�A�. Inspector Field Notes: �� CHORAGE MUNICIPALITY OF Af}d �G u I a ., IJ ENV IR -Ji V, :f ,. A._ ':..o. acTION // /401 i ' v RECEIVED /6-e-9-1,41 � ��72-v / (el; APPROVED BEDROOMS ( ) DISAPPROVED ( ) CONDITIONAL APPROVAL*:aaa DATE ^6 'CONDITIONS OF APPROVAL - BY: Soils Rating Date Sewer Installed Well To Absorption Area Well to Tank Well Log Received Septic Tank Size 72-023 (3102) EXCAVATION ROBERT A. SHAFER Val Britton Star Route Box 5417 Eagle River, Alaska 99577 Dear Mr. Britton, WORK March 10, 1983 CIVIL ENGINEER • 694-2979 MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH ENVIRONMENTAL PROTECTION RECEIV ED Reference: Lot 1; Block 7; Pruess Subdivision #4 A sewer system adequacy test was performed on the system located on the referenced property, as you requested. The septic tank was pumped and verified to have a capacity of 1250 gallons. The absorption trench was tested by a continuous flow of water over a period of 48 hours. The average flow in each 24 hour period exceeded that required for a four bedroom residence. It can be concluded from this test that the waste water disposal system serving the four bedroom residence located on this property is currently functioning adequately. However, the system cannot be guaranteed against subsequent failures. If we may be of further ER A AFE•, P.E. S/SS service, please do not hesitate to call. cc: Municipality of Anchorage Department of Health and Environmental Protection Red Carpet Realty- MUD/MON: ealty1TT VTlON: John Norling SRB 196X EAGLE RIVER, ALASKA • "TMEl.r �F HEALTH AND 'ENVIRONMENT PROTECTION': 5 h 79- 511;'Aextp o 224 / r, 225u� 995 , Date Received; Time bate'L`w+r 444444. Time r is Insp -;a:.,..,,� <:: t �� °,1•iVwq,'"rp �tiiU>;• . r4 -Ya4 a Llrz Y...ir.Fi• fr�'.,6 �+A fSi! iWrtimR n. #3: Time, ?,,itoTef . " nsp '" REQUEST FOR?APPROVAL'OF'INDIVIDUAL SEWER AND .1. /YB�il�'h♦Til�y� �Xyy d�7jr.:e ly ,t4` I �..7 f N• kn , 1 k .•:v 'Lending..Insti.tution Requests Mai.li.ng'AddreSs. Pouch 7-010; 2..1 Property. Owner' Ronald Collinso. WATER`FACILITIES :' Alaska Bank of the North Calais tl t][., / .�:}e )[gfu ,y, , 2i.r�CafK�,i.,..t, ♦i l,; { ��. is Mailing Address} Star Route Box 5417 99577 3. Legal Description: Lot 1 Block 7 Preuss Subdivision r .111g2: Single Family Residence: (x) Number of Bedrooms: Four Multiple Family' Residence (;.) Number of Bedrooms,; ". Well System: Individual Well (x) Community/Public System`( Permit:' # .1-) .r 'Depth of Well Construction Approved Well Log on File Bacterial Analysis Satisfactory Sewage Disposal System:: On-site System (x),} Public Utility ( )- Permit # Installed upgrade 1977Installer Hamilton Septic Tank Size 450 sq.' Absorption Area; Manufacturer Soils Rate;. - 7. Distances: Well to Septic Tank to Sewer Line ' to Nearest Lot Line Nearest Lot line Material to Absorption Area Absorption Area Health. and Environmental Protection. , ..-..• , , .(equest'f.for; Approval of Individual Sewer and Water Facilities ' '‘-',',: • ',, q=s,L,N,,i'...4;4,-,:- 1 • .. , • , - --.4..k....- . - ..?...rki,•,,,Iir„.„,,'.,•;•••44.;.*.A;':,/, .': - -.:.. Jal, Descriptione,w..,. Lot 1 Block 7 Preuss Subdivision r-, j .V4. -1•',., .-.4it' °'.*.1 4 . ' ' ri.i'stii,^4f;:4? ..-..'.....,,i,";.?...i.i3OU'+,.,V,tt.,,,i;,-%, s.. t iv. ; 7 4',1,,,,,4,-.A,'64.',., -1-11„,1 . ? , , - :- ,...7. .- i • , ..,,.. - .t,', ... , i ,i s' ,. ; ,;,i,. , , t.i • i', / , - - 1 " -• ' • , ISrri lei .4 4440414_, „ • . • • - " ..V149 k • . • .1e;TJ!!,'i 7 • •'.44,14,V-41,••• • '•! t.',•••4•'c'.'s: .2,•..r!, 4? 2 • ; • . • F FA" '6 4 6f.k • • ••• !•2 ,•4.• ' • • • ^' 13, • • • • +•'!, 2 • •" • : • 'J,161";• o !.:11. • • • Tect.,.*A "44." - " , •F' ' • • Affadavit Attached: (' ) Letter Attached: ( ) Approved: Disapproved: C\ •()Nkle,\,-NV\chia/(N,L_ _ ' Date: July 2Q, 1977 Date: • F, Department Worksheet: