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HomeMy WebLinkAboutBROADWATER HEIGHTS LT BOnsite File Broadwater Heights Lot B #050-131-83 An updated as-built survey is required prior to next COSA approval (1/24/22) Municipality of Anchorage On -Site Water Wastewater Section `�1%e and • (907) 343-7904 1 of�3; ON-SITE WASTEWATER INSPECTION REPORT �4?6?� Permit Number: OSP211409 PID Number: 050-131-83 Dwelling: 0 Single Family (SF) ❑ with ADU ❑ Duplex (D) [:]Two Single Family Project: ❑ New 0 Upgrade Name RICKER REVOCABLE TRUST C/O ARM SEPTIC SERIVCES A ORPTION FIELD ❑ D Trench E]Wide Trench ❑ Bed ound Site Address 18320 STILLWATER DRIVE, EAGLE RIVER, AK 99577 Other Phone Number of Bedrooms Soil Rating Total depth fr original grade 907-688-9433 (ARM) 3 isF Ft. LEGAL DESCRIPTION Depth to pipe invert from original de Gravel depth beneath pipe Ft. Subdivision Block Lot BROADWATER HEIGHTS - B Fill added above original g !!! length Ft. Ft. Township Range Section - - Gravel width Ft. Beds: Number of Lines Diseen lines t a betw Ft. SEPARATION DISTANCES of Septic Absorption Lift Station Holding Sewer Total orption area Number of trenches Dist. between ches From Tank Field Tank Line Ftz Well 1001+ EXIST. I - I _ N/A TANK 9 Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Capacity GREER TANK 1000 Gal. Surface Water 100'+ EXIST. _ _ Material HDPE PLASTIC Number of compartments 2 Lot Line 51+ 1EX1 ST. I - - NA Foundation 10'+ I EXIST. - I _ L TION Manufacturer Capacity Remarks SINCE NEW TANK IS NOT CLOSE TO ANY LOT LINES, Gal. REQUESTING UPDATED AS -BUILT SURVEY BE WAIVED. Alarm location Electric�by Installer PIPE MATERIAL House to tank D3034 drainfield Tank to D3034 ARM SEPTIC SERVICES, LLC Drainfield EXISTING CO/MTD3034 Inspector GEG CONSULTANT, JODY MAUS BENCHMARK (Assumed elevation) 100.00 ft Inspdeates: 15` 1/5/2022 Location and description 2 rid 3rd 4t„ DOOR THRESHOLD FOR MAN DOOR ON SHED ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp 006 `�Op �F'i''��9s,�� Conditional Approval: Date ©Q 7. .............................� D 1..... :....� Septic System 00 ''.� tr rness. Approved Date 1 a Y o�� �. 'CE -7953 p V4 �Nr •'•.t.f��.�2� �c", Note: this approval does not include well permit requirements. #AECC 44 o f eos"100 (Rev 05102J18)c /�11 SLt , On 5wvoo /ter-c'o? 7�v PERMIT NUMBER: OSP211409 RECORD D RAW I N G PARCEL 050-131NUMBER: -83 I G CT/Oti / EXISTING DRAINFIELD A \ B C MH 29.1 17.6 29.7 ST1 33.0 22.2 33.2 DBL1 34.1 23.5 34.2 DBL2 34.9 24.2 34.8 FD 35.4 24.9 1 35.4 NOTE: PIPE LOCATIONS ARE SHOWN PER GEG SHOTS TAKEN WITH LEICA DISTO S910 LASER DISTANCE METER. SWING -TIES TO INSTALLED FLOW DIRECTOR (FD) - HOUSE CORNERS WERE INSTALLED DOUBLE GENERATED IN AUTOCAD. CLEANOUTS (DBL1 & DBL2) NEW 1000 GALLON HDPE GREER TANik oma' >01 a-------e� L"�--------J EXISTING DRAINFIELDS OLD SEPTIC TANK WAS DECOMMISSIONED PER UPC / 1-1 ", PER THE CONTRACTOR PER CONVERSATIONS WITH THE DAUGHTER (KAREN HETZLE) ON 9/28/21 THE SHED DOES NOT HAVE WATER OR SEWER SERVICE / +/ y %,Cb.0 "I � GARNESS ENGINEERING GROUP, Ltd ENGINEERING SALES CONSULTING 3701 EAST TUDOR ROAD SUITE 101 'ANCHORAGE, ALASKAPHONE (907) 337-6179' WEBSITE w gamessengineering.mm PREPARED FOR: PHONE NUMBER: PAGE NUMBER: C/O ARM SEPTIC SERVICES 907-317-9433 2 OF 3 PROJECT/LEGAL DESCRIPTION: DRAWN BY: BROADWATER HEIGHTS SUBDIVISION; LOT B J.L.M. TYPE OF WORK: DATE: RECORD DRAWING OF SEPTIC TANK UPGRADE 1/12/2022 ING FCO 6 J \ 1" = 40' I PERMIT NUMBER: RECORD DRAWING V V I 1 V G PARCEL NUMBER: OS P211409 050-1311 -83 TOP OF MANHOLE FINAL GRADE (MH1) = 100.90—\ = 100.79-100.82 TOP OT T96 96.80 I /TOP OF TANK @ — OUTLET = 96.78 •2" OF INSULATION PER CONTRACTOR INVERT OF BUNG @ / INLET = 96.16 INVERT OF BUNG @ OUTLET= 95.93 NEW 1000 -GALLON GREER PLASTIC SEPTIC TANK 1114 to OF GARNESS ENGINEERING GROUP,®.........4 ::..... ............. ......... ENGINEERING SALES CONSULTING 'ANCHORAGE. ® f10 3701 EAST TUDOR ROAD SUITE 101 ALASKAPHONE (907) 337-6179' WEBSITE: w .gamess ou erinc3.com •• . . ... .....................y;..� ® J Gar ess ®j�% ` 2d PREPARED FOR: PHONE NUMBER: PAGE NUMBER: C/O ARM SEPTIC SERVICES 907-317-9433 3 OF 3 E-7 , ♦ ''•., r ♦♦ ( 17- .AV PROJECT/LEGAL DESCRIPTION: DRAWN BY: BROADWATER HEIGHTS SUBDIVISION; LOT B J.L.M. ♦m FO Pp,p`�,�',,"•�••'"',,,`��•,,•\\P�� TYPE OF WORK: DATE: RECORD DRAWING OF SEPTIC TANK UPGRADE 1/12/2022 #AECCB&t MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater more Road Program m PO Box 196650 Anchorage, Alaska 99519-66g50V Phone:(907) 343-7904 Fax: (907) 343-7997 htt On-Site Wastewater Disposal System Permit Permit Number: OSP211409 Work Type: SepticTank Upgrade Tax Code Number: 05013183000 Site Legal Address: BROADWATER HEIGHTS LT B G:0253 Site Mailing Address: 18320 STILLWATER DR, Eagle River Owner: RICKER REVOCABLE TRUST Design Engineer: GARNESS ENGINEERING GROUP LTD This permit is for the construction of: ❑ Disposal Field 1Z Septic Tank ❑ Holding Tank ❑ Privy Effective Date: Expiration Date: Lot Size in Sq Ft: Total Bedrooms: 9/3012021 9/30/2022 56544 ❑ Private Well ❑ Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Received B Issued By: Date: 30 Z Date: O IYOUNICIPALITY OF ANCHORAGE Development Services Department= Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 050-131-83 Property owner(s) RICKER REVOCABLE TRUST C/O KARN HETZLE Day phone 907-748-6785 Mailing address 18320 STILLWATER *EAGLE RIVER, AK Site address 18320 STILLWATER *EAGLE RIVER, AK Legal description (Sub'd., Block & Lot) BROADWATER HEIGHTS; LOT B Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑ Initial ❑ Single Family (SF) 0 (w/wo ADU) Septic Tank 0 Upgrade Q (D) El Holding Tank ❑ RenewalDuplex ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees:2 2 Waiver Fees: Date of Payment: a 3 o`Z0V Date of Payment: Receipt Number: 0"10 1 5G Receipt Number: Permit No. FZ l � Li o q Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\C lie nt FormsTermit Application.doc QVIJ Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211409, Deb Wockenfuss, 09/30/21 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211409, Deb Wockenfuss, 09/30/21 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211409, Deb Wockenfuss, 09/30/21 A,, Ln 4qZ N 43 N, N NN uj CV) +J m 4d- -7 (Vi 411 V 0. All Nro C3 /0- /A /A\:V CL (1) CC. L 0m 411 Uj L 6 I t cri 7> �p 5 U Ln (TJ Q) LL EE (13 03 U-c\j LL /"� (10 ti 3. Q) 0 t cri 7> �p 5 U Ln CL 0 OL (D M CL 0 4) 4-J 4-J a M 4) 0 W 0 (D C: 0 .2 0 X CL. cu U) 0 0 C CL 0 LL CL (D -r- CL C) V) CL U) C 3: CL CL 0 CL ',e0 4- *- M fU u 0 C 4i 0 C c 0 0 = 4-J 0 0 0 0 .0 CL c 0 4-J to c 0 U) a)0 to C: 0 to 0 0 E 0 4-J 5 4) - 0 C z 0 4) > CL 0 E 0 E QJ X -w< < C,i tYi (D 0 > 0 0 EH 00 0 0 .ja w Z_ - a C: V (D 5 > `°ma (D 0) CL c (D L> 0 0 c C: 0 (D .00 0 m c Mn c' -0 0, o C: 0 c c w 0 > 0 0 E 4) 0 no 0 t:.0 t 2 C 0 c F 0 v cu > 8 2, om E w c -E 0 E X-- C m 0 0 0 C o U c C 0 o 0 . c F a) E E 0 CL V) c 0 CL cu r*4 r-4 tw , 4-' 0 4- W E 4.j 4-0 4- Qn c 0 4--) L- c: W 0 W 4-J >- E 00 r-4 0)Ln a) m E 0 as > Q -C U < 4c-0 E 0 0 �= u @) 0 C: > W.— < -C 00 4-J to 4-J 00 r -q c QJ Lr) * 0 C) 4-J C: 0 0 LL Zc (n 4fqf mom 400 #10 4T I A 40e LAI 0 00 Z Municipality of Anchorage � — r Development Services Department e_`n='e Building Safety Division �_ — j On-Site Water & Wastewater Program, 4700 South Bragaw St. e A —' P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Page 1 of 3 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number. SW030353 PID Number. 050-131-83 NamO7 PHIL RICKER Wastewater System: ■ New O Upgrade Address: 18320 STILLWATER DRIVE *EAGLE RIVER AK 99577 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 694-6948 3 O Deep Trench O Shallow Trench D Bed CI Hound 0 Mar LEGAL DESCRIPTION wog Rat,ng: 0 8 CPD/Sg Pt. tool Depth ram1nW 8 MAX rL Block: Lot: Subdivision: Depth to pips bottom from original prods: Gravel depth beneath Pipe. C-1C B BROADWATER HEIGHTS SEE DWG Pt. 4.0 it. Township: Range: Section: — — — FBI added above original grade: Grovel length: 2 ® 36 SEE DWG n. R. WELL: New p Upgrade Crovel width: 5 Number of ones: 2 Distones between Snn: 10+ O FL PL Classification Private, A,B.0 :total M Cored To: Total obeorption area: Pipe material: D 3034/ F-810— R pt 720 So. R Driller. Dots Drilled: Statio Mater Level: Installer. AKWWC INC. Date katollsd: 10/24-28/2003 Yield: Pump Set At: Casting Height Above Cmund: TANK CPM PL In. SEPARATION DISTANCES 0Septic E3 Holding 13S.T.E.P. 13 Other To Septic Absorrpption Lift Holding ubee/Priwte manufacturer. Capacity In galore: From Tank Fietd Station Torek Sewer Lines 100'+ — — 25'+ 4aLrld: Number of comportmemc Well — Surface Water — 100'+ — — — LIFT STATION Stte In gasora: manufacturer. Lot Une — 10'+ — — — Pump on Neal at-umpoff at; High water olorm at Foundation — 10�+ — — — Pump Malo eC Ceebkal Inspections pefomrd br. Curtain Drain NONE KNOW Remarks: *OLD SEPTIC TANK FOUND TO BE IN GOOD BENCH MARK Location and Description: CONDITION ON 10/28/2003 BOTTOM OF SLIDING GLASS DOOR THRESHOLD Ad'or'ned Elevotlan: 114.53 n. ENGINEER'S SEAL a�oF p0 AKWWC, INC. Inspections performed by: Dates: 1st 10/24/2003 D .�*00 �....:.. .. ..........:....� 2nd 10/27/20)3 0 3rd 10/28/2003 '. e r Garness. 0 �0�4; Development S s Department Approval E— 53 n o Reviewed and approved by:Date: / io tou400dprofesslo�°`4�� 12/01) 0400000'' (Rev. PERMITNUMBER: AS -BUILT DRAWING PARCEL ID NUMBER: SW0 SW030353 050-131-83 SQcSTH#2 ERINC °' EXISTING 1000 GALLON SEPTIC \ TANK FOUND TO BE OF GOOD • '' INTEGRITY ON 10/28/2003 • :a. , 46 A. B �0R�4 NEW DRAINFlELD-t, S&S ENGINEERING THdz 52,E ALASKA «'ATTR R «'ASTr«'ATKR CONSULTANTS, INC. 3701 E_ TUDOR ROAD. SUITE 101 • ANCHORAGE. AK 99507 • PHONE (907)337.6179 • FAX (907)538-32L6 PREPARED FOR: PHONE NUMBER: PHIL RICKER (907) 694-6948 LEGAL. DESCRIPTION: BROADWATER HEIGHTS SUBDIVISION; LOT B, TYPE OF WORK: AS -BUILT DRAWING OF SEPTIC SYSTEM UPGRADE DATE.0/30/2003 DRAWN C.J.G. SCALE: 1" = 40. 0 ........... ... ....... PAGE NUMBER: 2 OF 3 �O . �. ff y .........Ss,:... 0953 •`i L ... •' a OAv� A B C ST1 24.7 35.0 - ST2 30.7 39.1 - DBL1 32.4 40.0 - DBL2 34.2 41.0 - FD 35.0 40.8 - FS - 156.03 78.94 C01 34.7 41.7 - MT1 - 59.81 84.38 CO2 34.5 39.8 - MT2 - 82.98 114.47 CO3 - 55.66 79.74 MT3 - 74.76 91.63 C04 - 83.77 116.19 MT4 - 196.59 120.65 C05 - 72.82 89.84 C06 I - 197.56 122.29 DATE.0/30/2003 DRAWN C.J.G. SCALE: 1" = 40. 0 ........... ... ....... PAGE NUMBER: 2 OF 3 �O . �. ff y .........Ss,:... 0953 •`i L ... •' a OAv� PERMIT NUMBER: AS -BUILT DRAWING PARCEL ID NUMBER: SW0 SW030353 050-131-83 TH/2 FILTER FABRIC c:s� s.• .:.:..:.:. :.:.::.:...: :;•;: .i RELATIVE DEPTH OF TH - 83.79 (DRY) 5' FINAL GRADE - 97.8-98.8 -INVERT OF PIPE - 93.83 FILTER T 1 BOTTOM OF 5. TRENCH - 92.09 BOTTOM OF TRENCH - 89.79 0' ' �. 11/2/2003 iI DRAWN BY: ALASKA «TATER & WASTE NVATER SCALE: N.C.H. -�� mea -- • �- ^ CONSULTANTS, INC. --- 1 0.c 40� 3701 E. TUDOR ROAD. SUITE 101 • ANCHORAGE. AK 99507 • PHONE (907)337.6179 • FAX (907)339-321.6 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: PHIL RICKER (907) 694-6948 1 3 OF 3 LEGAL DESCRIPTION: BROADWATER HEIGHTS SUBDIVISION; LOT B TYPE OF WORK: AS—BUILT PROFILE DRAWING OF SEPTIC SYSTEM UPGRADE INAL GRADE - 99.7-100.04 IGINAL GRADE - 100.08 -INVERT OF PIPE - 06.09 RELATIVE DEPTH OF TH - 88.08 (DRY) .....rq.L1.1.�:`J.....::* 1 ff ey Ga essr e �pfe ioA�� 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 Upgrade Permit Number: SW030353 Legal Description: BROADWATER HEIGHTS LT B Design Engineer: 0041 AK Water & Wastewater Consultan, Owner Name: Phil Ricker Owner Address: 18320 STILLWATER DRIVE EAGLE RIVER , AK 99577-7928 03 - 2c m Date Issued: Sep 02, 2003 Expiration Date: Sep 01, 2004 Parcel ID: 050-131-83 Site Address: 018320 STILLWATER DR Lot Size: 56544 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: Disposal Field F/ Septic Tank ❑ Holding Tank Privy All construction must be in accordance with: 1. The attached approved design. E] Private Well [] Water Storage 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: L Issued By: dzc/_�/ &A ��Date: 9' a — 0 3 Municipality of Anchorage • •.� z �' is i �;� e Development Services Department I , Building Safety Division" On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. us o— I -s i —s-3 Permit Number 0303-57 Property owner(s) PHIL RICKER Day phone 694-6948 Mailing address (1) 18320 STILLWATER DRIVE • EAGLE RIVER. AK • 99577 Mailing address (2) Zip Code 99501 Legal description (Lot, Block & Sub'd.) LOT B.'VA@EMrA==r BROADWATER HEIGHTS SUBDIVISION Legal description (Section, Township & Range) N/A Lot Size Acres/q.Ft. Number of Bedrooms 3 THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade 0 THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ 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. ALASKA WATER & WASTEWATER CONSULTANTS, INC. Permit Fees: Date of Payment: Receipt Number: 3 In Com/ Waiver Fees* Date of Payment: Receipt Number: ALASKA WATER F& WASTEWATER r,-unwwswws- CONSULTANTS, INC. �aaaimaa�m�u�ssma:a r�ss�ie.s�n August 18, 2003 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Proposed Septic Upgrade for Lot B; Broadwater Heights Subdivision To whom it may concern: The existing 3 bedroom house is served by a private well and septic system. The septic system consists of a 1000 gallon septic tank and a pressurized bed type drainfield that is surcharged and needs to be upgraded. A test hole was excavated southwest of the existing drainfield. The drainfields will be designed around the 30 foot radius of S&S Engineering's test hole #1. We are proposing that the existing 1000 gallon septic tank be excavated and the integrity verified. If the integrity is poor, than we propose to replace the existing tank with a new 1000 gallon septic tank. We are also proposing that dual pressurized 5 -wide type drainfields be installed. Comments regarding the design are summarized as follows: 1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring, and the percolation test results. 2. TRENCH DESIGN: a. Percolation Rate: 5.7 minutes/inch b. Proposed Application Rate: 0.8 gallons/day/ft2 c. Number of Bedrooms: 3 d. Design Flow: 450 gallons per day e. Minimum Absorption Area: 562.5 ft2 f. Total Depth: 8.0 feet (max.) g. Effective Depth: 4 h. Width: 5 feet i. Reduction Factor: 0.50 j. Minimum Length: 2 @ 36 feet long each (72 feet total length) k Effective absorption area = 720 ft 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system. 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com 4. TOPOGRAPHY: The area for the proposed drainfields is a 15-20f percent slope running approximately north to south; in short, there are no slope concerns. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. P.E., M.S. NOTE: A site plan draining, a design drawing, a detail drawing, a soils logs, and a 7 page constniction specification letter which are all part of the design package for this septic system. 3701 E. Tudor Road, Suite 101 ' Anchorage, AK 99507 Ph: (907) 337-6179' Fax: (907) 338-3246' Website: akwwc.com BROADWATER HEIGHTS BLOCK A. LOT 3A \ \` B i I I BROADWATER HEIGHTS I BLACK A. TR B-1 I I I I \ I �OIpS I \ 1 I T--T------- I I I I I I I I BROADWATER HEIGHTS � TRACT C -1B I I / I I uaz I I 1 I I I I I I I 1 I I l 4TER HEIGHTS�� li�l CT C -IA /1 I —fes 1 I ALASKA WATER & WASTL'WATER CONSULTANTS, INC. 7n1 F TW)OR R0A0. RUITF 101 . AN[HORAGF. AK 99507 • PHONF (907)357.6179 • FAX (9071538-5746 PARED FOR PHONE NUMBER: PHIL RICKER 694-6948 1L DESCRIPTION: BROADWATER HEIGHTS SUBDIVISION; LOT B OF WORK: SITE PLAN OF SEPTIC SYSTEM UPGRADE DATE: NN BY: A.J.G. ;;.. .. 1- = 100, i% E NUMBER: ��i.. .. .. ... ....... ... 1 OF 2 (,. '•.Je fry G rness: �,'i o • • ,F 795_ �% e k...- esslo� EXISTINGSEPTIC 1 BROADWATER HEIGHTS TH/2 j SYSTEM,,. BLOCK C. LOT A V PROPOSED SEPTIC SYSTEM UPGRADEJ // SHED EXI NC 3 BED OOM HOUSE \ (SEE PACE 2 OF 2) IL BROADWATER HEIGHTS � TRACT C -1B I I / I I uaz I I 1 I I I I I I I 1 I I l 4TER HEIGHTS�� li�l CT C -IA /1 I —fes 1 I ALASKA WATER & WASTL'WATER CONSULTANTS, INC. 7n1 F TW)OR R0A0. RUITF 101 . AN[HORAGF. AK 99507 • PHONF (907)357.6179 • FAX (9071538-5746 PARED FOR PHONE NUMBER: PHIL RICKER 694-6948 1L DESCRIPTION: BROADWATER HEIGHTS SUBDIVISION; LOT B OF WORK: SITE PLAN OF SEPTIC SYSTEM UPGRADE DATE: NN BY: A.J.G. ;;.. .. 1- = 100, i% E NUMBER: ��i.. .. .. ... ....... ... 1 OF 2 (,. '•.Je fry G rness: �,'i o • • ,F 795_ �% e k...- esslo� \_ \ EXISTING SEPTIC \\ DRAINFlELD TO BE \ \ USED AS RESERVE \ SITE \ S&S ENGINEERING DOSTING DOUBLE CLEANOUTS \ INSTALL FLOW DIVERTER CO CO ryo prLOV L� 5✓czv� �N�" �`4��tic VaYC 4%NE• b� F INSTALL FLOW SPLITTER i S&S ENGINEERING TH01 9 EXISTING 1000 GALLON SEPTIC TANK. TO BE EXCAVATED AND THE MT INTEGRITY VERIFIED. �� IF INTEGRITY IS POOR, A ` NEW 1000 GALLON `*IT SEPTIC TANK IS TO BE INSTALLED. 0 PROPOSED DRAJNFIELD. EXCAVATE TWO TRENCHES THAT ARE 8 FEET DEEP MAX BY 5 / FEET WIDE BY 36 FEET LONG EACH (72 / FEET TOTAL). ADD 4 FEET OF ' i CLEAN—WASHED SEWER DRAINROCK N"\ I 8/18/2003 pp DRAWN e_... / _ ._. _......_ .. _...i _ O _ . _. _..... _. ...._ _..'...__.. ALASKA. WA oERT& WASTEWATER A.J.G. °?•: 4 �. SCALE,, = ao, 3701 E. TUDOR ROAD, SUITE 101 ANCHORAGE. AK 99507 PHONE (907)337-6179 FAX (907)338-321.6 Qo PREPARED FOR: PHONE NUMBER: PACE NUMBER: PHIL RICKER 694-6948 2 OF 2 eff y .Carnes oO� 79 LEGAL DESCRIPTION: 9� •, BROADWATER HEIGHTS SUBDIVISION: LOT B, TRACT 1-C 4p4saP•....... c�Ecdv O�Op00000�� TYPE OF WORK: DESIGN DRAWING OF SEPTIC SYSTEM UPGRADE Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR:C'=LE!F=7fLL _i ls-e--G LS DATE P arc •V••.Mx••"�.•�NI+'. Y� 15- 16- 17- 18 6 ,� i YY M� i'�>4v e • l� �{ •p!d \ I O . Y '••too 'Orr I• , Y�• ••Y• Y w 20- COMMENTS 0 COMMENTS f►1ti�f�v�r� ��i � -�-� MONO■■■■NOMMEN .. - ■MN■ ■■Nc ■Er�M■ NONE ■E■MAUXTE■ MEMO ■INENZ■■OMS ' . MEMO ■MENNOMMEN - ■ONO■I'RNIOUN%■ . ■EN■ ME►EEN■MM■ ■m NIN MM■■■■■ EN Ano ■►■■■■■■M■ = ■■N■ ■ENSO M■M■ :. OMEN ■■NOMON■E■ - ■■■1! Municipality of Anchorage Page 1 of DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: �02=1Z10 PID Number: �r2 ���C4:3L" 2 Name,�� Wastewater System: ;,New ❑ Upgrade Address:,, ABSORPTION FIELD Phone: No. of Bedrooms: ❑ Deep Trench ❑ Shallow Trench Yr-ped ❑ Mound ❑ Other LEGAL DESCRIPTION Soil Rating: /�Total Depth from original grade: / Q ✓✓✓ GPD/Sq. Ft. Lot: Block: Subdivisiory Depth to pipe bottom from original grade: Gravel depth beneath pipe / �. f%•� Ft. Ft. Township: Range: Section: Fill added above original grader: Gravel length: 1 L/ Ft. iS Ft. WELL' Ne Grave 4,,MW t 1 f Number of lines: Distance be�een lines: Ft. l D Ft. CI ification (Private, A,B,C): SFt. Total Depth: Cased To: Total absorption area: /J Pipe material: 'FBIh (!/SQ. Ft. 1 Ft. C' V Driller: Date Drilled: Static Water Level: Installer: of 422-, Date installed: Ft. 5xY rrt;�- Yield:Casing Set at: Height Above Ground: TANK GPMPump Ft. Ft. SEPARATION DISTANCES Septic ❑ Holding ❑ S.T.E.P. To Septic Absorption Lift Holding Public/Private Manufacturer: Capacity in gallons: From Tank Field Station Tank Sewer Lines ib<0 0_ 4 Z5 01d Wells ,DV_. LzAr;p f material:► Number of Compartments: "+ Surfac Water ! GYJ'+ ---- -- --- LIFT STATION Lot Line Siz ' allons: Manufacturer: Foundation �/ ( lO f �— �— "Pump on" level at: "Pump I at: High water alarm at: CurtainV✓� ( Ali Pump Make & Model Electrical Inspections performed by: Drain Remarks: BENCH MARK Location and Description: Assumed Elevation: L � e: OF 44 4, 0000� 9 S & S ENGINEERING` 17034 Eagle River Loop Road, No. 204 .•4664 ao ,•„°, ®o° t ' Inspections performed by:Eagle AWAS 99577 Dates: 1st8A5 River, 2nd 49466°68% ee• e • 9 es ROG R J. HAFER a Department of Health and Human Services approval ®, :4 No. s 15 s� wbr �4�,� *#a, ®. Reviewed and approved by: - � /^ 1a & 9 L' (��-�-�c.�t" Date: �� ,.y4j4.4••� �% PROFEW 72-013 (1/91) MOA 25 Permit No.Iti� Page �� of Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Legal Description: �� E = PID No.: G1R�� �r 9e)- - w �, n v . n (?;ti; G X t-`5-5 4S5 4325 8'5s -T--Ml( Y\\ N col 4A.L- �r CD � • HTI A 38' 'Ti�2 ��ot✓i PA�r�p . .-'��q[[ OF Co I CoZ G0 3 �4 r�T ! V`1T 4.,q s .-'��q[[ OF A4-"%% ••N•• •.�•N••irei••.e.r.L.. rOI iN ROQ R .8HAFER� c : No. 8215 :*_44A' _e %0 ••....„•NAS, ;; 72-013 A (2/91) MOA 25 by DOC Co. dba SULLI"N WATER WELLS P.O. BOX 670272, CHLIGIAK, ALASKA 99567 • TELEPHONE 688.2759 OWNER OF `LAND,l��Sf 7'�C't� _g,,,y� ADDRESS Z LEGAL DESCRIPTIO 6 0l+,0lJ'F I'= DATE - Started Ended PERMIT NUMBER KIND OF FORMATION: FromFt. tom Ft. 1 771 C 4JO From_Ft. to!_Ft. 00t_ --k / 01602,J From ` _Ft. to—j_Ft. 11Ae,0J'0AQ C—a el,6 DEPTH OF WELL .JUC7 STATIC LEVEL OF WATER FT. DRAW DOWN FT. GALS, PER HRS KIND OF CASING ©O From.40 Ft. tom 2 Ft. 91 4744- C 6'e0id:fj FromAa-0 Ft. to 7 �rFt. Ft Ft. From Ft. to Ft.1'�� t Z SC i1I� From- �L5?Ft. to3 Ft. &C --,C.0 13G/9<.K `u� From Ft. to-,7F:5'Ft. I2zOR0GK. 24ti 'l< From 7S�Ft, to 50tQ Ft, From Ft. to1l0 Ft. 4&AMOct— From I. to Ft Ft. From Ft. to _Ft. 64 -mo e- 6&i From Ft. to Ft: From- �L5?Ft. to3 Ft. &C --,C.0 13G/9<.K `u� From Ft. to Ft. From Ft. to Ft.r> J ht�,C (ri? % (a �014From Ft. to Ft. From 01215_Ft. to&P Ft. OL.d be -L' From Ft. to Ft. _) From (0 Ft. to -? Ft. 1 i K ^ �c� Sp�Gt•/`'' From Ft. to Ft. From2 Ft. to 3(-0 Ft. At` 4 0 C (C & rte From Ft. to Ft. From ('b Ft. to Ft. 1194.4 0 G K Lk ;.. From Ft. to Ft. From-7rFt..to_. &!;-'Ft. 66600(. (en 64,4411-K. w/ From Ft. to Ft. From Ft. to Ft.� �� �� S 4"t'nS 8 64L _Ft. to Ft. From . Ft. to 39 rFt. &e'60PQ)C.K 4cie _ From —Ft. to ML"CIPALITY OF ANCHORAGE .,,. From FroFt. to O� Ft. A iFdkgt,C 69,C4FIJ/ From E IRON SERVICES DIVISION Ft. to Ft. FromA Ft. to !4/0 Ft. Jda C ��� `{-'r From Ft. to Ft`I~'{° 0 1 1.) 93 MISCL. INFORMATION: RECEIVED Q 5, It To 7/t 4- 'J l �1 . l F.r. DRILLER'S NAME ,A -d•'""" '� �� MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW910260 DESIGN ENGINEERS & S ENGINEERS OWNER NAME:DISOTELL CARL S OWNER ADDRESS:PO BOX 770210 EAGLE RIVER, AK 99577 PARCEL ID:05013183 LEGAL DESCRIPTION: BROADWATER HEIGHTS LT B SEC 1, T14N, R2W, SM LOT SIZE: 56544 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD / WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: PAGE 1 OF 1 pal DATE ISSUED: 8/30/91 EXPIRATION DATE: 8/30/92 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 FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: RECEIVED B ISSUED BY: DATE • v 30 DATE: _ dt �' It. A` August 22, 1991 ROBERT SHAFER, P.E. ROGER SHAFER, P.E. CIVIL ENGINEERS (907) 694.2979 FAX 694.1211 HEALTH AUTHORITY APPROVALS Municipatity ob Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES 825 L S.tnee-t P.U. Box 196650 SEWER &WATER Anchona e Ata6ka 99519-6650 g MAIN EXTENSIONS REFERENCE: Lot B; Btoadwaten Heights Subdivision; Request you issue a peuit .to d4itt a wett and in�s.tatt a aseptic systemSEWER&WATER INSPECTION to 4ea.ue the n.e6enenced pr.opehty. This is a .Lange mountainside pr.open-ty which .is utati.vety Levet on .the upper ponttion wheae we propose .the ins.ta Cation o4 an ab6on.ption bed. The designated at.ter.nate teach4ie ed is 6u,%then, oven. the. hitt as shown ENGINEERING STUDIES AND REPORTS on ,the attached site plan. Due .to .the no.tor..iousty tow ptoductt.on o6 the two adjacent wetts, .the devetopeA wishes to ptace the new weft on the south pontoon o6 the pr-Upe-ty. . WELL INSPECTION & FLOW TEST We do not anticipate any adverse ej6ects on neighbon.ing pnopenties by ,the in6.tattation ob the proposed weft and septic system. SITE PLANS Ig you have any questions, on. %equine any add.itionat .inbonmati.on Jon your %ev.iew, ptease contact us. Sincenety, ROAD DESIGN ROGER J. SH FER, P.E. SOIL TEST RJS /gm PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS ON SITE WASTE WATER DISPOSAL SYSTEM DESIGN 17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577 II � SCALE Gjvll�i =' O, S s!/ V� eE;F, 2A ` X meg, co ao F, �f R'� Municipality of Anchorage '.I DEPARTMENT OF HEALTH & HUMAN SERVICES }, !y''` +i %:tbt eS NY?Haar+'!i Hti^a9aA�R'W 4r 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG - PERCOLATION TESTtobort A. fit r" PERFORMED FOR: �.,-fi�j ..'tDATE PE ORME ��—' Q �,.,:; ►gin''_ LEGAL DESCRIPTION: L --q— T�> unship, Range, Section: DEPTH r, PI&Ic- Al -S SLOPE SITE PLAN (FEET) 1 2 p� 3 l� a , 5 i ,rte 7 8 �• 9- 10— '�Q� WAS GROUND WATER O t ENCOUNTERED? 11 �. S IF YES, AT WHAT L 12 r� ^• DEPTH? P E `'0 r Depthto Wate 13 Monitoring? Monitoring? gate:��2S'�� 14 15 i+ h• 16 Vis/s 17 n q. �f s 18 +00� G) F A �V;� COMMENTS S&S PERFORMED BYEelgg Rjyer, Alaska 99577 ®Mm , • ... PERCOLATION RATE a / (minutes/inch) PERC HOLE DIAMETER &4 k TEST RUN BETWEEN � AND FT ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELIN"CT ON THIS DATE 72-008 (Rev. 4/85) _ CERTIFY THAT THI ? EST AS PERFORMED IN DATE:�j,C�jf Aw Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: DATE PERFO LEGAL DESCRIPTION: L-t.X[- T--> C. y DkPTH 2 J` 3 ' 4 4 j' ` 6 0�.. 7 ` A 41 8 �r9•�l 9 �r 10 11 I'V 12 - -6 13 14 15 5 17 18 n 19- 201 9 20 COMMENTS Township, Range, Section: r, WAS GROUND WAT ENCOUNTERED? SLOPE S IF YES, AT WHAT L O DEPTH? P E Depth to Water Monitoring? Date: ,ova- argna&L^?}«_ Arr e. SITE PLAN S Gross Time *1 -= �0.4 10py FA � � N.1 y�qs I. -M � ,ova- argna&L^?}«_ Arr e. SITE PLAN S /— H PERCOLATION RATE v0, 1 (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN�L—TT)WD �p FT PERFORMED BY: 17034 Eagle River LOOP Road No, Eagle River, ACCORDANCE WITH ALL STATE AND MUNICIPAL GUID 72-008 (Rev. 4/85) CERTIFY THAT THI TEST AS PERFORMED IN IN EFF T ON THIS DATE. DATE: zS Gross Time *1 -= Depth to Water I. -M � �wff� —ONE /— H PERCOLATION RATE v0, 1 (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN�L—TT)WD �p FT PERFORMED BY: 17034 Eagle River LOOP Road No, Eagle River, ACCORDANCE WITH ALL STATE AND MUNICIPAL GUID 72-008 (Rev. 4/85) CERTIFY THAT THI TEST AS PERFORMED IN IN EFF T ON THIS DATE. DATE: zS 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. # ) 2,\ — S 1. GENERAL INFORMATION HAA # 1� (lel Complete legal description Lot "13"; 8noadwaten Hei.ght6 Subdiv.i4ion Location (site address or directions) 18320 Stittwaten Dni.ve, EaaZe Raven, AK Property owner QisoteU ConStAucti.on and Dev. Day phone 694-5797 Mailing address P.O. Sox 770210, Eagte Riven, Atada 99577 Lending agency Mailing address. Agent _ Address Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: 3 3. TYPE OF WATER SUPPLY: Individual well XXX Community well Public water Day phone Day phone 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 XXX Holding tank Community on-site Public sewer 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 021 5.. STATEMENT OF INSPECTIOk 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. S & S ENGINEERING Name of Firm 17014 Eagle River I oop Read ., 4 Phone Eagle River, Alaska 99577 Address Engineer's signature 6. DHHS SIGNATURE KApproved for bedrooms. Disapproved. Conditional approval for A //1 i .,/ - Additional Comments M �-- UITIC Date — �����%! �� Ip RUFEWW;�.v bedrooms, with the following stipulations: Date J 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) Back MOA #21 Municipality of Anchorage Department of Health & Human Services HEALTH AUTHORITY APPROVAL CHECKLIST µ Legal Description: �`-�►`�����"�¢- ��. Parcel I.D. A. WELL DATA Well type1�;�'ADRl_ If A, B, or C, attach ADEC letter. ADEC water system number Log present&N) Date completed a ' C�Z Driller 4E�:'3LA_W n..i Total depth foal Cased to 20' 5 ~ 'S,1i • Casing height \7 - Sanitary seal&N) �. Wires properly protected &N) WATER SAMPLE RESULTS: rn �d ,., 4 Coliformy ILOC)&Aj. Nitrate �'� 'e Other bacteria Date of sample: i2 - �� Collected by: S & S ENGINEERING 17034 Eagle River Loop Road No. 104 B. SEPTIC/HOLDING TANK DATA Eagle River, Alaska 99577 Date installed S' `� Z Tank size d e d Compartments 2 CleanoutsC(1?�'N) Foundation cleanout&N) Depressio (Yx High water alarm (Y& Alarm tested (Y/N) Date of pumping �'�` 'l Pumper SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: Well(s) on lot ��� On adjacent lots To property line —Absorption field \ d Surface water/drainage \ op , k Foundation Water main/service line \L--.,�� 72-026 (Rev. 7/91) Front CONTINUED ON BACK PAGE FROM WELL LOG AT INSPECTIONZ W O Date of test Z ' ' C\ 2- (7 N o 0 Static water level l $ 2 =w a > M W Well flow a 9-pmr. \ . g.p.m.6 ¢ W a �= V Pump level u -a; W & , SEPARATION DISTANCES FROM WELL TO: Septic/holding tank on lot \ bn �k ; On adjacent lots c::) D � Absorption field on lot co ; On adjacent lots \ L--) = \\ r�D. Public sewer main Public sewer manhole/cleanout 1+ Sewer service line ' Petroleum tank 2S WATER SAMPLE RESULTS: rn �d ,., 4 Coliformy ILOC)&Aj. Nitrate �'� 'e Other bacteria Date of sample: i2 - �� Collected by: S & S ENGINEERING 17034 Eagle River Loop Road No. 104 B. SEPTIC/HOLDING TANK DATA Eagle River, Alaska 99577 Date installed S' `� Z Tank size d e d Compartments 2 CleanoutsC(1?�'N) Foundation cleanout&N) Depressio (Yx High water alarm (Y& Alarm tested (Y/N) Date of pumping �'�` 'l Pumper SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: Well(s) on lot ��� On adjacent lots To property line —Absorption field \ d Surface water/drainage \ op , k Foundation Water main/service line \L--.,�� 72-026 (Rev. 7/91) Front CONTINUED ON BACK PAGE C. LIFT STATION Date installed Manufacturer Size in gallons Manhole/Access (Y/N) Vent (Y/N) "Pump on" level at "Pump off" level at High water alarm level Cycles tested Meets MOA =TANCE s SEPARATIOFROM LIFT STATION TO: Well on lot On adjacent lots Surface water D. ABSORPTION FIELD DATA (SPD Date installed Sr�Z Soil rating ��� ��'' System type Length '7T)Width 2-gk Gravel thickness 1 Total depth , Total absorption area Z Cleanouts presen6(>N) Depression over field (YfI ` Date of adequac test Results (pass/fail) for �bedrooms Peroxide treatment (past 12 months) (Y6N b-\ If yes, give date SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Well on lot I -,->o `- On adjacent lots � cc: C�:> \� Property line To building foundation �� ` To existing or abandoned system on lot On adjacent lots Cutbank Pa Gt Water main/service line \ L2 Surface water ldr Driveway, parking/vehicle storage area Curtain drain E. ENGINEER'S CERTIFICATION 1 certify that 1 have checked, verified, or conformed to all MOA and HAA guidelines in S & S ENGINEERING Signature 17034 Eagle River Loop Road No. 204 Eagle River, '%laska 99577 Engineer's Name Date , L�3 --,-I HAA Fee $ 1-1 V � oo Date of Payment - Sf� 0 - Receipt Number a(A jCcO 72-026 (Rev. 3/91) Beck MOA 21 Waiver Fee: $ Date of Payment Receipt Number of this inspection. AWW `4Q,�r' OF .A��gs1 �1 or CO .6%0 T !49M* + 6. ROGER J10HAFER w :� No. 8215 `,�� LAMORi70RY CHEMICAL & GEOLOGICAL LABORATORY A 0IYISION OF COMMERCIAL. TESTING & ENGMEERIN4 CO. 5633 tl ,STREET .4NCHOnAGE, ALASKA 99518 TELEPHONE (807) 562.2343 FAX, (907) 581.5301 ANALYSIS RESULTS ter INVOICE t 61981 Chealob Rot.# 92.7035 Semple 1 3 Notriv WATER Client Sample I0 L B BROADWATER HTS, Client Name :3 & 3 EMINEERING MID UA Client Acct 4431110P Collected : 12/30/92 1 1.1!20 hxe, BPO# p04 :NONE RECEIVED Received : 12/31/92 t 15:20 htv RegE Prosaryed with Ordered 6y :R. SHAM Analysis Completed 01/04/93 Send Reports to: Laboratory supervisor : MPHRN C. EDE 03 & 5 ENGIN IM0 Released By Z) ........►.............a►......v...11••ii........,.......i.........a.a....si n'............•..... ........................ Parameter Results unite Method A).lavebls Limlta NITRATE -H 3.54 mg/1 BPA 353.2/300.0 10 8e:mple ROUTINE SAMPLE COLLECTID Bi: RAY. Romiks : ■............•►.a.......w...•....w...i....i.uni..w..a......►..►.........•■......aua.••...►...........................w...... u...... 1 Tests Performed See Special InstruetionA Abore UA -Unavailable 1ID■ !lone Datected " See Sample Remarks Abora NA- Not AnelYzed LT -Lege Than, GT-Gtoster Than (ow 8 G13 M,emper Of the SGS Group (SoclM UnOrale de Surveillance) Are September 22, 1992 1 ROBERT SHAFER, P.E. ROGER SHAFER. P.E. CIVIL ENGINEERS (907)694.2979 FAX 694.1211 HEALTH AUTHORITY APPROVALS Cara D.izotett P. 0. Box 770210 Eagte River, Ataska 99577 SEWER & WATER MAIN EXTENSIONS REFERENCE: Lot B; Broadwater He.igha Subd.ivi,s ion; Dean Mn. Di,sote,Z, SEWER&WATER , p p 6t At your requ,st we a,64isted Anchorage 01e.P.e and Pump with 6tow testing INSPECTION perjonmed on the we.0 .located on the neJenenced property. This testing was pen6o4med on September 9, 1992 a6ten the weU had been hydra-6naciu4ed by0 An,,cphorage tve.P,2 and Pump. ENGINEERING STUDIES pp The static waters tevet mea�suned in the weU at 20 5t. betow the top ANDREPORTS �aCn/(d The al the w„ pp casing. 1 /_e te�sti.ng procedure consisted X16 a .6etia o6 drawdown recovery testa with the .test pump ptaced at 100 bt. deep. The t autts o6 this test showed .the weft to currentty produce appnox�cmate2y 1.8 gaUon.6 per minute (GPM) . Th.i6 6tow nate ti.6 not WELL 8 FLOW TEST TION guaranteed to %ema.in consistent, Subsequent variations can occurs. 16 we may be o6 6unthen Aerv.ice, plea,se contact ups. SITE PLANS SinceAA D y, �CA ROAD DESIGN ROGER J. SHAFER,1' P.E. RJS/gm SOIL TEST PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS ON SITE I WASTE WATER DISPOSAL SYSTEM DESIGN 17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577 . Stcx2tAu3cL, 'I kAULKAr" - O & E ENGINEERING & DEVELOPMENT CO. Box 90, Davis St., Eagle River, Alaska 99577 0 694-2774 or 688-2280 Russell Oyster / Earl Ellis 694-2774 SOIL LOG 688-2280 Performed for: Name: � �� ©Al :5/AL0C7T14n /tTel. No. 46 Y Mailing Address:' 0, 1J a k G % 101a,61?-, 41e, ; fJ-7 7 Legal Description: 7 ' Z C: Depth (feet) Soil Characteristics 0 F 3 4 5 s CEn/Scs CF®�4r�s� �A,vo, 7 s d"41" 4 � 6 9; 10 12 13 /I/ -,-M PLOT PLAN Ale --5e4« PERC. TEST 14 130r7Z) U dJ - i 7- 2.z, Ali"`/n! 44S;- 50 W141 15 16 .•(G 0 ..A-4"1 Ground Water Encountered: Yes No If yes, what depth— Proposed epth Proposed Installation: Seepage Pit_ Drain Field �MJ� Comments: Performed by: _�`���—��2_�h�.� Date: �% O & E ENGINEERING & DEVELOPMENT CO. Box 90, Davis St., Eagle River, Alaska 99577 694-2774 or 688-2280 Russell Oyster Earl Ellis 694-2774 SOIL LOG 688-2280 Performed for: Name: !e�t `— � IV :5T%C��'% Tel. No. 69'1 Mailing Address:P- Li, 19aX "795, E,46T1�E lel. X/,, 9/ —77 Legal Description: Z or 0--nt�-4 '9 "0/.,) rElzr Depth (feet) 0 2 3 4 �@ e. %�S T 5 Soil Characteristics 6 8 9 10 12 (AID �So•O PLOT PLAN AQ :50V-1-5 13 t5o 7-7-d—f C / r PERC. TEST 14 AS r-� 15 l 1 �O Ae, oZ 16 Ground Water Encountered: Yes No If yes, what depth - ---oj�P-j °°°•;�`�' oe Proposed Installation: Seepage Pit_ Drain Field Comments: 9TK' Performed by: ��^hCG Date: Sl/z Af� ----- P. 0. So x 79 7 i VeR .114l A Sle4_ '7 '7 /mUNIdPALTY -OF -ANCHORAG-E .... ... ... J(4iy DEPT.I-OF. HEALTH.&- ENVIRONMENTAL Ppo-rECTI ON A4(4 N. I C I PA 6 TY' 0 AVCY61?AGS" 6 -.6s -c7 A /Y CHO a A 61e� I oT V "t, Wl_� 17(f A,FRA 40 r -'-I, --'r.#e QvAh A dl�___ e- 7 tv e -Lar 5 A " AA16 J+,q .5 ere er _Cv,4dA,-5 -_per2 ...._.m.j./v t I VC, A114 e- /n A., X Co A/ T�z, Pv P t?() 7-6rr,7- THC:7 5 ci 6 A, elr/Z sl +6 4 P&,44, NOW/ y 00 S14d C, &,V __.AA (/a .____/4 4 e)7 6 A ... IV e5 0 A, 7A- -R4 7-1 T t'u A-', 21- 5- T -A D -70. ------ - ----- j ........ .. eC<3n 05 0 P T iY e- &A Ov A" 1 "V ri-I.,Ov (, A Ap 0 Al '1-4 e-,4ni #V 6 C, It- T u W), 12 e Iv 7- 7- 6 d -r.5 Avp (4 6- ki .-Fda7-u Pv -I Te- A to, I P (A CAA - A14,76- 'iOTS -We 1-4 Onll.,4rC-,`A- -..-U,Aol. jtv- - -- -­ ---- ­ ­5eA.,7-­.-7.o ..... . Ycl cf- Fln P7 Aol • -7—ROW, cv cr. u An __--Ail)',!? 70-_.. Ak,-v d/L - - TPcF'Pl A) - - r, &=- 411 - (.x Aj o 6-lzs roivolov 6 c- An (,z-_ _hF Fbol? ce-11-64 C4 pit Ct Jn 4 j+s Ar p.417"?' 7-0 A A1Y . V 0 C,'t rLI 41,5 7?qcfucv3 71+L-5 _.5u !3 4/ Pe7rt7LdA-' __ OIAY :goov liv,G /)VC, /'Z'L4 7-. 0 (A. Aorool n e. -GI V67 V -z PC at- V-1 S A4-,7-- 4 It/ 7-1 'V 6 -0 t- 6 de -c r Y TIS c 55u 2 /Z o 1) / )v C, e i P ec-�vr7--s Al v Ilep G er c, i+(, s i-- c-, Lc)``Ott I:r 44 /Z,,Pl Aot'jt 2r o (:e".- 5C4 V-4,51 (I So_*"&:- .r.)U �- 1.7'v Oartr !-_7=5 6- ./c/q/1 c 7-�.-c 0-.r-'----olul V./,W 0,W CAA &,V - ..107 , , -.-A 4,7.CF /Z. April 10, 1978 #77151 Alva Roberts Post Office Box 1008 Eaghe: River, Alaska 99577 Subjects Permit Expiration Lam" g A permit issued by this department for well and/or can -site sewer installation on `ode-QIC- Broadwater Subdivision has expired since the issue date exceeds one(l) year. 2n the event you still plan to install the well and/or on- site sewer system# a new permit is required. The original soil test may be used to obtain a current permit. If the well has been drilled,, a well loo should be sent to this department to document the installation dates. If you have any questions regarding the above matter, please contact this office immediately at 264-4720. :sincerely, Los N. Buchholz, R.S. Senior Environmental Specialist U.M/l j h rl t 1 P-4 1: f -I.- -1 F0 1.. 1: K NO K7.1 F--' " t-4 K..-,+ A WR, F -o C3, E..*:: DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 'L' STREET, ANCHORAGE, HK 99501 279-2511 �EF- �L_.. f--1 hJ E0 CA 1%J --- Sii; I '_F EE "H_. EF_ t. -A E� F- r "t'l 1:� PERMIT NO. ( 77151 ) HPPLICHNTALVA P O BOX 1008 694-9610 LOCHTION STILLWHTER - LEGAL ~+p. PROHDWHTER SUBD LOT SIZE 53000 SQUARE FEET ~~� � �_^ J� TYPE OF SOIL HBSORBTION SYSTEM IS: PIT MHXIMUM NUMBER OF BEDROOMS = ] SOIL RATING (SQ FT/BR)= 85 THE REQUIRED SIZE OF THE SOIL ABSORPTION SYWAS: K>1EE1F"-rwA 12 - THE LENGTH DIMENSION IS THE LENGTH CF EACH SIDE FOR A SEEPAG E PIT, THE DEPTH OF A TRENCH OR PIT .19-T N01 BETWEEN THE SURFACE OF TH.',:' GROUND AND THE BOTTOM OF THE fbt : N (IN EET). THE GRAVEL DEPTH IS THE MINIMH RINHIOF GRA9_L BETWEEN THE OUTFALL PIPE AND THE BOTTOM OF THE EXCAVATiON Ppa-CEETS. ��L. J I F-."- F" --u. ��I = F F:'Es AL Ca G1 C1C3 FA L_L_CA P4 si_;, BACKFILLING OF ANY sYs|�[1 NS"UU| IN INSP CTlDN AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJEC PROSECITICI MINIMUM DISTANCE BETWEEN AVELI AND R Y 01 SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR R PRIVATE HELLAOR 200 FEET FOR H PUBLIC WELL WELL LOGS ARE REQUIRED AND T BE RETIRNED TO THE DEPARTMENT WITHIN 30 DAYS OF THE WELL COMPLETION. SPECIFICATIONS AND CONSTN DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. ��F.-.' I- - I : I '- F It F1 L. :K 1> ��K; �-* '. ::, Ir -A M ��F1 FF..". ��u:::­.1 irl 1 ill H 11 Eiii*.: I CERTIFY THAT 1: I HM FAMILIAR WITH THE REQUI FOR ON-SITE SEWERS AND WELLS AS SET FORTH BY THE MUNICIPALITY OF HNCHum 2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. ]: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THAN ] BEDROOMS. SIGNED: ;11110400 ISSUED BY___L�����__ ~ V ........... DHTE___�����_���___ Doe O SEPT. OF ENVIRONMENTAL CONSERIATI®N SOUTHCEVTRAL P.EGIONAL OFFICE Bruce A. Swanson Box 285 Eagle River, AK 99577 JA'VI S Hi MMOND, GOVERN R 338 OETREE NALI ST macxu BUILDING, ROOM 12VE A/VCHORAGE 99501 IL? April 10, 1978 Subject: LB, _T'P Broadwater Heights Subdivision Dear Mr. Swanson: We have received and reviewed the plot plan showing the location of the well you wish to place on the subject lot. The well is to serve a duplex and thus, it is class- ified as a Class C public water system. The well site is approved for the features with which this department is concerned providing the following conditions are met. 1. The spetic tank and drainfield must be located at least 150 feet from the proposed well. 2. The point where the sewer line serving the duplex enters the soil must be at least 100 feet from the well. No easements will be required by this department since your protective well radius overlaps the neighbor's protective well area. If you have any questions regarding the contents of this letter,. please feel free to call. cc: s DHEP-Les Buchholz Sincerely, James O. Starr Environmental Engineer