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Home My WebLink AboutROLLING HILLS ESTATES BLK B LT 1Municipality of Anchorage Community Development Department Page 1 of 3 On -Site Water and Wastewater Program 4700 Elmore St' • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907) 343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP161067 PID Number: 011-072-18 ❑ New ❑✓ Upgrade Name: Thomas Gervais ABSORPTION FIELD Z Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Address 7217 Violet Place, Anchorage, AK 99502 ❑ Other Phone Number of Bedrooms Soil.�Ra/y(�Ing -r Total depth from original grade 3 0.451O.V5/f-A GPD/SF 10 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 7 Ft. Gravel depth beneath pipe 3Ft. Subdivision Block Lot ROLLING HILLS ESTATES B 1 Fill added above original grade 0 Ft. Gravel length 70/64.6 Ft. Township Range Section Gravel vddth 2.5 Ft. Beds: Number of LinesDistance 0 between lines 0Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field. Tank Line 807.6 Fe 2 - + 10Ft. Well 101.0 111.2 - N/A N/A 50+ TANK ❑ Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Capacity Surface Water 100+ 100+ N/A N/A Gal. Material Number of compartments Lot Line (E) 12.0 N/A N/A NA Foundation (E) 63.6 N/A N/A LIFT STATION Manufacturer Capacity Curtain Drain (E) 50+ N/A N/A Gal. Remarks Pump on level at in. Pump off level at in. High water alarm at in. Pump make and model Electrical Inspections performed by Installer to PIPE MATERIAL House to tank 3034 drainfield n Teld 3034 A+ Home Services Drainneld 3034 CO/MT 3034 Inspector Pannone Engineering Services BENCH MARK (assumed elevation) 1006 Inspection =r 5/25/2016 dates: 2" a 5/31/2016 Location and description 3`° 4b Bottom Trim SW Corner COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp Conditional Approval: Date OF Al,�I�� ^ • 95��l /ow. �iteven •�. �annorae`�i 49 .r Approved Win — J� Date fj'2_!T4 I�D pH AW ht� inspection Report_i-i-i2.coc A B T2 56.2 32.4 DCO 57.4 34.2 C1 64.4 34.8 F M 1 63.8 34.6 C2 55.9 50.3 Esm M2 55.5 50.5 SAND LAKE SCHOOL SITE TR A (NOT DEVELOPED) C3 88.3 66.5 M3_ 89.5 68.0 Sm{ - - - - - - - - - - - C4 -95.8 59.8 - - — - - - - - - - M4 95.0 59.2 C5 110.0 51.0 _ - MS - -139 7 - 50.0 - - �I \INSTALLED CO & MT WEST 72nd PARKING AREA R&R CLDPE PIPE & 3.0' DRAIN ROCK E REPLACED DRAIN ROCK, 3034 PVC PIPE & TRENCH 1 N FILTER FABRIC 1 OLFx2.5'Wx3.0'E.D., 10.0'T.D. Iw � DRIVEWAY SFBR cs zI SEP IC M' 1 O 1 oc1 WELL (E�)��9101.0 T2 /J4 I1 C4. 6 112.0 LL'�g I J TH_2 ul o .M TH-1975—° M- /oca 3 /` Mz I NSTALLED CO & MT XA TH-3 I @ END OF FIELDS INSTALLED DCO �j — / I ,9 _\ v \ INSTALLED CO & MT _ / � @START OF FIELDS ' I TRENCH 2 N W °\ W ro 1 64.6LFx2.5'Wx3.0'E.D., 10.0'T.D. 1 �9 11 I (—SEPTIC SEPTICS I I �AREWELL � J we�� E AREA—J I I I 2 1 4 5 I I I I / NOTE LOT SLOPES AT \ 1-2% FROM TNW(�T{O) SE T7� I I NOTES: Pt11\1\ONE ENG SVC, LLC Date RECORD DRAWING P.O. BOX 102954 ANCHORAGE, AK 99510 06/08/2016 PHONE (907) 272-8218 FAX (907) 272-8211 scale 1" = 50' P.I.D. NO ROLLING HILLS ESTATES BB L1 - -18 DRAWN JRL THOMAS S GERVAIS 'even 12:'Aannope' PERMIT NO. 7217 VIOLET PLACE 8149 osP161067 SITE PLAN ANCHORAGE, AK 99502 Sheet 2 OF3 wm.� . Z m w m z O O wm DRAIN ROCK 6" �� 0 �] ABOVE PIPE INV ¢ O mp i m p - Q O z zQ - O O O O zQ zQ m ¢ z 4 0 GRAIN PIPE z U U O w,azL w- z a a w w w o O FILTER FABRIC o O w 6.9].55 9ta 1250 GAL TANK(E) 91' DRAIN ROCK TRENCH n90ss TRENCH g2 90.55 TRENCH 1 90.55 TRENCH 1 8).55 TRENCH g2 90.55 TRENCH $2 8].55 TRENCH 187.55 TRENCH #2 87.55 PROFILE DESIGN PARAMETERS EXISTING SEPTIC SYSTEM- -w w - WATER LINE / NO. BEDROOM: 3(450 gpd) WELL RADIUS TANK SIZE: 1250g (E) _ —ss ss — NEW SEPTIC EXISTIN - TRENCH TRENNORTH: 70.OLFx2.5'Wx3.0' - E.D., 10.0' TD (420 SF) ABBREVIATIONS 420 SF x 0.45 GPD/SF = 189 GPD - - TH . TEST HOLE- - - (P) PROPOSED TRENCH SOUTH: 20 + 13 = 33LF x 25W x 3.0' E. D., 10.0' TD (198 SF) (E) EXISTING. 198 SF x 0.45 GPD/SF = 89.1 GPD CO CLEAN OUT NO. 31 LF x 2.5'W x 3'ED = 186 SIF - MT MONITOR TUBE NO. 186 SF x 1.2 GPD/SF = 223 GPD - TYR TYPICAL 223GPD + 89GPD + 189 GPD _ = 501 GRID - _ CLDPE CORRUGATED LOW 501 GPD > 450 GPD DENSITY POLYETHYLENE N01ES T T PANNONE ENG SVC, UC P.D. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 *% .... .... •... D06/08/2016 RECORD DRAWING Scale 1" = 10` ROLLING HILLS ESTATES BB L1 P.I.D. NO 011-072-18 THOMAS S GERVAIS 7217 VIOLET PLACE �} K ;, DRAWN JRL PERMIT NO. OSP161067 Sheet SITE PLAN ANCHORAGE, AK 99502 3 OF On -Site Wastewater Disposal System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP161067 Tax Code Number: 01107218000 Work Type: Septic Upgrade Permit Effective Dates: April 14, 2016 to April 14, 2017 Design Engineer: PANNONE ENGINEERING SERVICE Subdivision: ROLLING HILLS ESTATES Site Legal Address: ROLLING HILLS ESTATES BLK B LT 1 G2124 Owner/Address: GERVAIS THOMAS S 7217 VIOLET DRIVE ANCHORAGE AK 995021955 Site Mailing Address: 7217 VIOLET PL, Anchorage This permit is for the construction of: Y Disposal Field N Septic Tank N Holding Tank Lot Size in Sq Ft: 27900 Total Bedrooms: 3 N Privy N Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received Issued By P MUNICIPALITY OF Community Development Department Development Services Division QD On -Site Water & Wastewater Program v � ANCHORAGE Phone: 907-343 Fax: 907 -343 - ON -SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 011-072 A 18 Property owner(s) Thomas Gervais Mailing address 7217 Violet Place, Anchorage, AK 99502 Site address 7217 Violet Place, Anchorage, AK 99502 Day phone Legal description (Sub'd.; Block & Lot) Rolling Hills Estates, Block B, Lot 1 Legal description (Township, Range & Section) Lot Size 27,900 Sq. Ft. Number of Bedrooms 3 APR 0 8 2016 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field FX] Initial El Single Family (SF) (w/wo ADU) Septic Tank ❑ Upgrade Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. of property owner or authorized agent) Permit/Rush Fees: 4 ' Waiver Fees: Date of Payment: Date of Payment: Receipt Number: C) 3 �� o Receipt Number: Permit No. I °P 1 t I Waiver No. c6('X Permit App_ --:.::...:c. ► „f Pannone Engineering ServiceS «c Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve(a@oanengak.com 6 April 2016 Subject: ROLLING HILLS ESTATES BB L1 Septic System Upgrade Permit Request Design Narrative This is a design narrative for a permit to install an upgrade/repair to the existing septic system to be issued for this property. The systems serves an existing three-bedroom (3) house. Currently the lot is developed. This lot and the surrounding lots are served by private wells. The well on this lot and the surrounding wells are over 100' from the septic system. The system had previously been incorrectly documented as to the length, depth, effective depth and overall construction of the system. During our investigation we snaked/camera'd both existing lines of the field, conducted two percolation tests, and exposed various locations of the field to determine the construction. Using the various percolation results and orientation of the field, it was determined that the field as emplaced is sufficient to dispose of the household effluent, however, two repairs/modifications need to be done. First is replace the Corrugated Low Density Polyethylene pipe currently used in the field with 3034 PVC and second is replace the existing drain rock and replace with new. The field as installed does not have filter fabric placed on it and the drain rock needs to be replaced. The modification of the system is the emplacement of various cleanouts; monitoring tubes and double cleanouts as noted on page 1 of the design set. 1. Soils. Two test holes were performed on this lot by PES on 29MAR16 and 04APR16, and groundwater was monitored for at least seven days on the initial test hole. Ground water was not observed to a depth of 16.0' below the surface in the test hole monitor tube after the 7 -day monitoring period. Bedrock was not encountered in the test hole. Based on the results of the percolation tests and overall soils appearance; an application rate of 0.45 gallons/day/square feet was used for a conventional wastewater system in the area of Test Hole 2 and 1.2 gallons/day/square feet in the area of Test Hole 3. 2. Soil Absorption System Design. a. See Sheet 1 of the design package. 3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field. The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage ditches. 4. Topography: The existing topography generally slopes down from the north to the south at a 2% grade. The property slopes from north to the south in the area surrounding the existing septic system at approximately 2%. There are no steep slopes within 50' of the proposed drain field. The proposed drain Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 Page 2 of 2 field will maintain 50' separation all steep slopes. The proposed installation will not affect the future development of the surrounding or existing lots. There are no wells within 100 feet of the proposed septic location. If you have any questions or concerns, please contact me at 272-8218. We are also requesting a conditional COSAto install the system by 01AUG16 after the ground thaws to save cost. This will have no negative impact on public health. Sincerely, % z`eveni •R. '-'ar:rer?e. Attachments: Steven R. Pannone, P.E. Owner/Civil Engineer Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor Ave, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 10' X 40' Anchor E: I SAND LAKE SCHOOL SITE TR A (NOT DEVELOPED) I I -- — - - - - - - - - - - - - - - - - - - - - - - - - - - -I—I -- - - - - -= M nn _ INSTALL DCO(p - - WEST 72nd \ PARKING AREA o R&R CLDPE PIPE & 3.0' DRAIN ROCK E T-_--�- REPLACE DRAIN ROCK, 3034 PVC PIPE & I TRENCH 1 E FILTER FABRIC (P) 70LFx2.5'Wx3.0'E.D., 10.0'T.D. Iw I / DRIVEWAY SFD(E �� SEPJfIC� 38R A A la I D -I 100.1 6 WELL E 113.0 o TI -2 /G- M TH-1975 / I \�' I INSTALL CO & MT INSTALL DCO(P) I @END OF FIELDS(P) TH-3 I ` NST CO MT OF -@ START OF FIELDD S(P) INSTALL DCO(P o 64E6LFx2.5'Wx3.0'E.D., 10.0'T.D. W w I ' 'k- � I 1 SEPT'CWELL SEPTIC I I �ARE� WELL EAREA n I I 2 I I I 5 III \ I I I�III NOTE: LOT SLOPES AT I I \ 1-2% FROM NW TO SE NOTES:PSN LLC i C Dale FOR CONSTRUCTION ENG SVC, LI.04/05/2016 P.O. BOX 102954 ANCHORAGE, AK 995100 ' PHONE (907) 272-8218 FAX (907) 272-8211 �y stole ..... . .. ... P.I.D. NO ROLLING HILLS ESTATES BB L1011-072-18 DRAWN JRL THOMAS S GERVAIS ��G�% Pan°oae PERMIT NO. 7217 VIOLET PLACE osPxxxxxx SITE PLAN ANCHORAGE, AK 99502 ' ••• sheet 1 OF 4 1 . ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON—SITE WASTEWATER DISPOSAL SYSTEMS AND AND IN ACCORDANCE WITH AMC 15.65 AND 15.55. 2. SCOPE OF WORK: INSTALL CO'S AND MT'S AT ENDS OF EXISTING FIELDS. R&R CORRUGATED LOW DENSITY POLYETHYLENE PIPE WITH 3034 PVC. INSTALL DCO BETWEEN TANK AND FIELD & ALONG SOUTHERN DRAIN FIELD. 3. GROUNDWATER WAS NOT ENCOUNTERED TO A DEPTH OF 16 FEET BELOW EXISTING GRADE AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 16 FEET BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY. 4. THE CONTRACTOR (BOTH WELL AND SEPTIC SYSTEM CONTRACTORS) SHALL HAVE ANY WELL LOCATION AND SEPTIC LOCATION STAKED AND ANY LOT LINE AND WELL RADIUS SHOWN ON THE PLAN WITHIN 30 FEET OF THE PROPOSED SYSTEM STAKED BY A REGISTERED LAND SURVEYOR BEFORE STARTING THE WORK. 5. THE CONTRACTOR IS RESPONSIBLE FOR ALL R.O.W. AND OTHER REQUIRED PERMITS, OTHER THAN THE ATTACHED. 6. THE CONTRACTOR SHALL CALL FOR LOCATING OF ALL BURIED UTILITIES. 7. THE CONTRACTOR SHALL PROVIDE 24 HOUR NOTICE TO THE ENGINEER PRIOR TO START OF WORK, ALL SURVEYING AND LOCATES SHALL BE IN PLACE PRIOR TO NOTIFYING THE ENGINEER. 8. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY BETWEEN THE APPROVED DRAWINGS AND SITE CONDITIONS/LIMITATIONS POTENTIALLY CAUSING THE NEED TO MODIFY THE DESIGN. 9. AT THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL SUBMIT RED—LINE AS—BUILT DRAWINGS TO THE ENGINEER. THE RED—LINES SHALL INCLUDE PIPE LENGTHS, ORIGINAL GROUND ELEVATIONS, PIPE ELEVATIONS, AND TANK ELEVATIONS. 10. THE CONTRACTOR SHALL PROVIDE PHOTOGRAPHS OF THE SYSTEM INSTALLATION TO INCLUDE BOTTOM OF EXCAVATION, TOP OF PIPE WITH CLEAN—OUTS AND MONITOR TUBES INSTALLED, INSTALLED TANK AND FINAL GRADING. 11. THE CONTRACTOR PROVIDED DATA (UPON WHICH THIS RECORD DRAWING IS BASED) APPEARS TO REPRESENT THE PROJECT AS CONSTRUCTED. THIS DATA IN CONJUNCTION WITH THE PERIODIC FIELD OBSERVATIONS BY THE ENGINEER (OR HIS DESIGNEE) AS REQUIRED BY AMC 15.65 DOES NOT GUARANTEE THAT THERE ARE NO HIDDEN DEFECTS BY THE CONTRACTOR. 12. THE CONTRACTOR SHALL SIGN THE FOLLOWING: I CERTIFY THAT ALL WORK WAS PERFORMED IN ACCORDANCE WITH THE APPEND PERMIT, AND ANY AND ALL CHANGE ORDERS, AND THAT THE AS—BUILT REDLINES ARE TRUE AND ACCURATE REPRESENTATION OF THE PROJECT AS CONSTRUCTED. CONTRACTOR: BY: TITLE: DESIGN PARAMETERS DATE: —w w -WATERLINE / EXISTING SEPTIC SYSTEM WELL RADIUS NO. BEDROOM: 3(450 gpd) _ TANK SIZE: 1250g _ —SS —SS — NEW SEPTIC TRENCH TRENNORTH: 70.OLFx2.5'Wx3.0' E.D., 10.0' TO (420 SF) ABBREVIATIONS 420 SF x 0.45 GPD/SF = 189 GPD TH TEST HOLE (P) PROPOSED TRENCH SOUTH: 20 + 13 = 33LF x 25W x 3.0' E. D., 10.0' TD (198 SF) (E) EXISTING 198 SF x 0.45 GPD/SF = 89.1 GPD CO CLEAN OUT NO. 31 LF x 25W x 3'ED = 186 SF MT MONITOR TUBE NO. 185 SF x 1.2 GPD/SF = 223 GPD TYP TYPICAL 223GPD + 89GPO + 189 GPD = 501 GPD CLDPE CORRUGATED LOW 501 "GPD > 450 GPD 7�T� �T �I LLC DENSITY POLYETHYLENE NOTES: PAMONE ENG SVC, LLC Date FOR CONSTRUCTION P.O. BOX 102954 ANCHORAGE, AK 99510 �(rG.• 04/05/2016 PHONE (907) 272-8218 FAX (907) 272-8211 �p Scale * * NTS ... .. ...... P.I.D. NO ROLLING HILLS ESTATES BB L1 011-072-18 THOMAS S GERVAIS Pa^^0Re PERMIT NO. DRAWN JRL (14 7217 VIOLET PLACE osPxxxxxx SITE PLAN ANCHORAGE, AK 99502 •• . Sheet 4 OF WATER ATE READING DATE CLOCK SOILS LOG — PERCOLATION TEST TIME TEST HOLE 2 (MPI ) I 29MAR16 TOPSOIL SLOPE SI" OR FILL '0268" 313R2 OSPXXXXXX SED(E OR SM MIN Silty SAND 3 57.95' (ORANGE) " 1112 4 jWAY s I 6 30 MIN 6.777" 0.509" TEST TH-1975 7 1143 HOLE SM Silty SAND 8 6 11 (BROWN) 9 MIN 1 6.776" 10 59.05" 11 12 13 14 WAS GROUND WATER _ ENCOUNTERED? N 13 IF YES, AT WHAT 16 DEPTH? —0—' BOH DATE PERFORMED: 29MAR16 DEPTH TO WATER AFTER MONITORING? — DRY — DATE: 11APR2016 SOIL TEST RESULTS/ANALYSIS • PERCOLATION RATE 59 (minnnch) (Hydrologic Soils Group: HSG A) • PERC HOLE DIAMETER 6" • TEST RUN BETWEEN 6 FTAND 7 FT. • TEST RUN FOR OVER AN HOUR, LAST THREE READINGS PROVIDED. COMMENTS: Test hole excavated by A+ HOME SERVICES. Test Hole was presoaked before Perc test. PERFORMED BY: Joseph Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. NOTES: I DRAWN I JRL I SITE PLAN PANNONE ENG SVC, LLC P.O. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 ROLLING HILLS ESTATES BB L1 THOMAS S GERVAIS 7217 VIOLET PLACE ANCHORAGE, AK 99502 CLOCK NET TIME LEVEL READING NET DROP (MPI ) I 29MAR16 1041 011-072-18 '0268" OSPXXXXXX 2 1111 30 MIN 6.786' 0.518' 57.95' 3 1112 6268" 4 1142 30 MIN 6.777" 0.509" 58.99" 5 1143 6.268" 6 11 11 1213 30 MIN 1 6.776" 1 0.508" 59.05" SOIL TEST RESULTS/ANALYSIS • PERCOLATION RATE 59 (minnnch) (Hydrologic Soils Group: HSG A) • PERC HOLE DIAMETER 6" • TEST RUN BETWEEN 6 FTAND 7 FT. • TEST RUN FOR OVER AN HOUR, LAST THREE READINGS PROVIDED. COMMENTS: Test hole excavated by A+ HOME SERVICES. Test Hole was presoaked before Perc test. PERFORMED BY: Joseph Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. NOTES: I DRAWN I JRL I SITE PLAN PANNONE ENG SVC, LLC P.O. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 ROLLING HILLS ESTATES BB L1 THOMAS S GERVAIS 7217 VIOLET PLACE ANCHORAGE, AK 99502 04/05/2016 Scale * NTS ••' P.I,D. NO -� 011-072-18 PERMIT NO. OSPXXXXXX Sheet 2 OF 9 10 11 12 SOILS LOG — PERCOLATION TEST SLOPE TEST HOLE 13 14 - WAS GROUND WA ENCOUNTERED? _ 15 IF YES, AT WHAT 16 DEPTH? BOH DATE PERFORMED: 04APR16 DEPTH TO WATEF MONITORING? DATE: - 11APR�_._ READING DA FE TEST HOLE 3 TIME WATER LEVEL READING OR TOPSOIL 1 04APR16 1613 FILL P.I.D. NO 011=072-1a 2 PERMIT N0. OSPXXXXXX OR 2 1623 10 SM Silty SAND 3 2.00 3 (ORANGE) 4 6,260' 5 1634 10 MIN 10.602' 6 2.30 5 1635 7 6.260" 6 1645 SM Silty SAND 8 4.256" 2.34 (BROWN) 9 10 11 12 SOILS LOG — PERCOLATION TEST SLOPE TEST HOLE 13 14 - WAS GROUND WA ENCOUNTERED? _ 15 IF YES, AT WHAT 16 DEPTH? BOH DATE PERFORMED: 04APR16 DEPTH TO WATEF MONITORING? DATE: - 11APR�_._ READING DA FE CLOCK TIME NET TIME WATER LEVEL READING NET DROP RATE (MPI) 1 04APR16 1613 P.I.D. NO 011=072-1a 6,260" PERMIT N0. OSPXXXXXX DRAWN JRLCE 2 1623 10 MIN 11,253 4.99" 2.00 3 1624 6,260' 4 1634 10 MIN 10.602' 4.342" 2.30 5 1635 6.260" 6 1645 10 MIN 10.516' 4.256" 2.34 SOIL TEST RESULTS/ANALYSIS • PERCOLATION RATE 2.34 (minfinch) (Hydrologic Soils Group: HSG A) • PERC HOLE DIAMETER 6" • TEST RUN BETWEEN 6FTAND7FT. • TEST RUN FOR OVER AN HOUR, LAST THREE READINGS PROVIDED. COMMENTS: Test hole excavated by A+ HOME SERVICES. Test Hole was presoaked before Perc test. PERFORMED BY: Joseph Lawendowski. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. NOTES: PMNONE ENG SVC, LLC P.O. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 PQG * -:0 RL 1* ...... .. ..... etrorl pannome 81 •••• � ••• 4 ��" Dote oa/Gs/2o1s FOR CONSTRUCTION scole NTS ROLLING HILLS ESTATES BE L1 THOMAS S GERVAIS 7217 VIOLET PLACE ANCHORAGE, AK 99502 P.I.D. NO 011=072-1a PERMIT N0. OSPXXXXXX DRAWN JRLCE SITE PLAN Sheet 3 O 4 GREA w cR ANCHORAGE AREA BORA. JGH Department of Environmental Quality 1 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME t 9Y�"(ZAT"z KF— MAILING ADDRESS ��- ¢- PHONE LOCATION VIGLe'r 1ZA11P LEGAL DESCRIPTION LOT I 3A "' SEPTIC TANK: DISTANCE NUMBER OF FROM WELLI MANUFACTURER Q MAT COMPARTMENTS INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY /40UOGALLONS. TILE DRAIN FIELD: TOTAL LENGTH DISTANCE FROM WELL FOUNDATION NEAREST LOT LINE OF LINES P �/ 1 NUMBER OF LINES DISTANCE BETWEEN LINES 4/0 ''-/C, TRENCH WIDTH IN. TOTAL EFFECTIVE ABSORPTION AREA SQ. FT. LENGTH OF EACH LINE I DEPTH OF FILTER DEPTH: TOP OF TILE TO FINISH GRADE MATERIAL BENEATH TILE IN. ABOVE TILE IN. WELL: TYPECONSTRUCTION BUILDING�� NEAREST FOUNDATIONS(_ h , LOT LINE CESSPOOL APPROVED DISTANCES: INSTALLED BY: LINE DEPTH: PIPE MATERIAL: LOT SLOPE: REMARKS: OTHER SOURCES DISAPPROVED NEAREST SEWER LINE REMARKS O r F PTH DISTANCE FROM: SEPTIC j�� SEEPAGE TANK / v P , SYSTEM DIAGRAM OF SYSTEM DATE N4V ?TPPROVED S` G.A.A.B. N d�� X44♦ �4uwo uw�a`• NAME OF APPLICANT INSTALLATION LOCATION LEGAL DESCRIPTION INSTALLATION OF: TYPE AND SIZE OF FA GRE---�ER ANCHORAGE AREA B01"1UGH DEPARTMENT OF ENVIRONMENTAL QUALITY 3330 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-4561 PERMIT NO..---'`��r- i t) ' YY SEWAGE DISPOSAL SYSTEM — APPLICATION AND PERMIT 7o' MAILING ADDRESS5el�� PHONE FINANCED THROUGH ` E INSTALLED BY `� I SOIL TEST RESULTS /1 � L` �� ' NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. IZE TYPE MINIMUM DISTANCES, REQUIREMENTS FOUNDATION TO SEPTIC TANK :57 / FOUNDATION TO SEEPAGE PIT , DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL SEPTIC TANK SEEPAGE PIT , DRAIN FIELD NEARET LINE. WELL TO SEPTIC TANK �G' SEEPAGE PIT DRAIN FIELC WATER MAIN TO SEPTIC TANK SEEPAGE AREA:--SI,`''�"� ALSO CONSIDER AREA WELLS. SEEPAGE j DRAIN FIELD// �� SEPTIC TANK, SEEPAGE PIT / DRAIN FIELD TO RIVER, LAKE, STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AN INTO CRIB CROSSING GAP OF EXCAVATION S FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAP Z �Ci�� GRAVEL BACKFILL /�, �,�;'sv CONFORM TO BO ROUG RE ULATIONS REGARDING INSTA AT/ION. G.A.A.B. OR LICENSED DESIGNER DIAGRAM OF SYSTEM l-1E�I i i �. Ec�l �-lt-1 I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28.68 AND THAT THE ABOVE DESCRIBED STEM IS IN ACCORDANCE WITH SAID CODE. .� •-rte^ �y '/A DAT APPLICANT'S SIGNATURE i FORM NO. EQ -01 6 7 UKhAILK ANUHUKAU AKtA bUKUUbH Oer--�tment of Environmental Qua 1 i ty r�,\ 3330 "C" Street Anchorage, Alaska 99503 Performed for MR. RON FRATZKE Date performed SEPT.17-18,1975 Legal Description- LOCK , ROLLING ILLS STATE SUED, S E COR.. 2ND & V OLET This form reports: of s og x Percolation test x (NOTE:: BACKHOE EXCAVATED TO 121;FOUND. SAME SOIL THROUGHOUT( TIGHT) SO CALLED' FOR PERO j Depth TEST, AS MATERIAL WAS OVER 225 RATING. Feet7Z i OVERBURDEN ( ORGANIC) 2- 3- CLAY, SILT & MIX ( 350 ) — W/ SMALL AMOUNTS OF GRAVEL ' 6- obi 1a 12 — BOTTOM, HOLE` 13- - 14 - Was ground water encountered? No.._ If yes, at what depth? ( EVEN THOUGH RAINEW THROUGH NIGHT) --- Reading Date Gross Time Net Time Depth to H2O Net Drop SEPT; 17 7 PM. Orr It 1 1 OURs 331133 `ADDED 911 WTR 18 10:07 . : MINUTES 1 ,n 28 16 n1 n+ AM 20rt/Air It A--,- nn I.r-., I �>>.nr DM -An " 7, /Stir it 111 I r r -1.zo DH in 1U I znm -1rrr tt, rr IP . OrPM 'A n H1 IZ!1 z /LFII Z /(yrli Percolation rate 7.0�OfTIInGlter/PER INCH(LAST 16 HOUR DIDN'T HAVE FULL .5t HEAD DESIRED-) Proposed installation: Seepage Pit Drain Field X' Depth of Inlet . Depth to bottom of pit or trench COMMENTS: 4I0 W-;FER STANDING IN LARGE HOLE AFTER OVER NIGHT RArN; SYSTEM cHOi-D GO EASTERLY SOME TO CLEAR kLATER WELL BY 1OOr RECOMMEND MINIMUM y?�iO eS L6ET �� RFO,•gjt,�M� WITH_WA4u FF R nXr . n_.yr_.�_a n_.. .. — ... .. N...,.a..F4...,1 Q.•.L/ i -E (iAf'n• _ o ..r..- LEO M. THOMPSENI P. E.I L. S. SEPTEMBER 231 1975 MR. ROLF STRICKLAND), SANITARIAN MUNICIPALITY OF ANCHORAGE- DEPtT. OF ENVIRONMENTAL QUALITY ANCHORAGE, ALASKA DEAR MR. STRICBLAND.' 4829 KENT STREET ANCHORAGE. ALASKA 99503 907/274-4172 IN REFERENCE TO A SOIL.TEST MADE RECENTLY ON PROPERTY OWNED OR BEING PURCHASED BY MR. RON FRATZKEI WHICH LEGAL DESCRIPTION IS LOT 1 I BLOCK BI ROLLING HILLS SUBDIVISIONI ANCHORAGE-: AFTER A PERCOLATION TEST AND A VISUAL ANALYSIS OF AN EXCAVATED HOLE MADE: BY MEI YOU DIRECTED THE OWNERPDEVELOPER TO EXCAVATE A HOLE TO THE FULL 161( F00T) DEPTH IN ORDER TO ESTAB- LISH WHETBER THE WATER LEVEL WAS ABOVE 161 LEVEL. LAST NIGHT I MR. FRATZKE ARRANGED TO NAVE -::THE HOLEDUG TO 161. THIS MORNING I I INVESTIGATED THE SITE AND FOUND XBWDX ABSOLUTELY NO WATER PRESENT IN THE HOLE-. TRUST THIS RESOLVES THE QUESTION OUTSTANDING. SINCERELY LEO M. THOMPSEI:NI P.E. Canole's Concrete Products HOME 8 COMMERCIAL SEWAGE TREATMENT PLANTS BOX 149 - WASILLA, AK. 99687 - PHONE 376-5919 JET Home Plant Service Policy This. Agreement entitles: Owner Street Address i-, ; G°a PHone 4, to the following service for 12*r4,oyear(s) from the date of acceptance. 1 4W Upon receipt of this signed agreement and $ Canole's Concrete Products agrees to perform the following services during the term of the. agreement: Canole's Concrete Products will inspect the JET plant at the above address twice a year. These inspections will include: PLANT SERVICE • Removal of aeration unit, inspection, adjustment, cleaning of aerator's shaft, field service of aeration unit, if needed, and re -installation.. * Inspection, cleaning, and adjustment, if necessary, of surface skimmer and/or tube settler. * Examination of final effluant for color and odor, if there is access at, time of inspection. * Check of discharge point and wet weather overflow for blockage (if appli- cable.) • Inspection and adjustment of control panel setting and overload protection, if there is access at time of inspection. *inspection for sludge accumulation with arrangements for removal when build-up warrants removal. Canole's Concrete Products further agr03jg to the following: E1111ERGIYNcy SERVICE • There will be no charge far emergency service calls. # There will be no service or labor charges for removal or re -installation of the aerator, if required. * If improper operation cannot be corrected at,ti.me of service, homeowner will be notified immediately and given estimated.date of correction. * If improper operation cannot be corrected at time of service, the Dept. of Enviornmental Quality, GRAB, will. also be notified. * If necessary the entire mechanical unit or any parts will be replaced according to the manufacturer's warranty program. Freight charges to the factory or to an authorized repair station and aerator repair charges are not covered under this agreement. t Owner's Signature Date D.r to s i,:;cepted for Canole's Concrete Pro. Date 4W Owner's Signature Date D.r to s i,:;cepted for Canole's Concrete Pro. Date S;KiD'LA'Kr= RD, AVG 01 -90 —A\.'C— I -VICINITY MAP :u lec, 72 le A vE v � 1 o IN LliiYT3 14. PI?OP05ED 7Z i,5 EWA aE SrST , f 2,0 200' �N EA 5EM EA1 T:1 I have surv,!,;C!:' Trr. Drcocri;. Lc QQ of Preci:i-,'" Aic-t OF A4%% Ak situoted tnerp,,:, orc, withif, 1(.,prrnerlv fri., iinc'. a c; a that no irnprover,,..,—,l c •S� ##, 0 -6f - on propertv and I il 49THSi i eatem�-,ItE� on S,7id prcF�- 0*00. 10 05ft Leo M. Thom psem r- rl 7- i LEGE 0 No. 3227 - Hua FoQN0 ; SEPT. REbAR:5ET� IDRA I —qA!;i-E---- -7- fiewoenc-2 cf. MFz4-R5, RONALD F'RATZ K E rr 1720/ I,ii- r- -L-1- f --7,C� 1 -7r-- -7 a y-ip 7 �- A N�� Pic£ B4i • '-� 1 uglc_gpality of Anchor e 4 On -Site Water and Wastewater Progr, APR 08 Zo)5 n (907) 343-7904 $>E ETY �y Certificate of On -Site Systems Appro`` Parcel I.D. 011-072-�Expiration Date: 1. GENERAL INFORMATION Complete legal description Rolling Hills Estates, Block P, Lot -1 Location (site address) 7217 Violet PI. Current Property owner(s) Thomas Gervais Day phone Mailing address 7217 Violet PI..Anchorage, AK 99502 Real Estate Agent Day phone 2. TYPE OF DWELLING: F Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 3 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well 0 Individual FX I Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request Received by: , � � Date: 9h V /�_a 1 ( COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 61 Waiver Fee $ Date of Payment Ll- ��'rl(o Date of Payment Receipt Number wAC 4 Receipt Number COSA#- USL! l 12 Waiver # If more than 1 septic system is on the lot: COSA Checklist # 1 of Structure served by this system Certificate of On -Site Systems Approval Checklist Legal Description: Rolling Hills Estates, Block -B, Lot 1 Parcel ID:011-072-18 A. WELL DATA Well type Private If A, B, or C provide PWSID # Well Log (Y/N) N Date completed Unknown Sanitary seal (Y/N) Y Wires properly protected (Y/N) X Total depth unknown ft. Cased to unknown ft. Casing height (above ground) 12+ in. FROM WELL LOG AT INSPECTION Date of test Unknown 2/11/2016 Static water level Unknown ft 82 Well production Unknown 9.p:m. 6.9+ 9 - p.m -WATER SAMPLE RESULTS: _ Coliform Neg colonies/100 mL Nitrate ND mg/L Arsenic ND ug/L Date of sample: 2/12/2016 Collected by: PES B. SEPTICIHOLDING TANK DATA Tank Type/Material Septic/Steel Date installed 10/27/1975' Tank size 1,000 gal, Number of Compartments 2 Cleanouts (Y/N) Y Foundation cleanout (Y/N) Y Depression over tank (YINN)� N High water alarm (YIN) N Date of pumping `7 Il 016 rt Pumper fel f rYa, Q Sei ✓14 e C. ABSORPTIONFIELD DATA 10/27/1975 z 275 SF/BR Deep Trench Date installed Soil rating (g:p.d./ft or ftzllidrm) System type Length 7546* ft: Width 2.5-2.5* ft. Gravel below pipe 3-3* ft. Total depth g* ft. Eff. absorption area 900* f? Monitoring tube Y Depression o�erfieId N> Date of adequacy test 2111 /2016 Results (Pass/Fail) Pass For 3 bedrooms Fluid depth in absorption field before test .0 in. Water added 483 gal. New depth 0 -in. Elapsed Time: 70 min, 'Final fluid depth 0 in. Absorption rate >= 450+ g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) No If yes, give date D. LIFT STATION Date installed Size in gallons Manhole/Access (YIN) "Pump on" level at in. 'Pump off" level at in. High water alarm level at in. Datum Cycles tested Meets alarm & circuit requirements? E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot 100+ On adjacent lots 100+ Absorption field on lot 100+ On adjacent lots 10,6+ Public sewer main 75+ Public sewer manholelcleanout 100+ Sewer /septic service line 25+ Holding tank 100+ Animal containment areas 50+ Manure/animal excrete storage areas 100+ SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5+ Property line 5+ - Absorption field 5+ Water main 10+ Water service line 10+ Surface water 100+ Wells on adjacent lots 200+ ABSORPTION FIELD ON LOT TO: Property line 10+ Building foundation 10+ - Water main 10+ Water Service line 10+ Surface water 100+ Driveway, parkingtvehicle storage 10+ Curtain drain 50+ Wells on adjacent lots 200+ F. COMMENTS Exposed and documented system. See attached design to upgrade system. Requesting conditional approval of COSA. G. ENGINEER'S CERTIFICATION ! certify that t 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 Pannone even E3 1 aria 4/7/2016 s1 as Date COSA canary sheet 2-6-15.doc W. 72nd Avenue W H Lu 0 0 Cf) 3 j�' - J�C'raveei driveway -------------- - N89059'00°E 180.00 0.4 o wood fence. Car Port r ' Story /I / { 0 1 , Gravel N Frame House N / 31.0 I 00 Welles 0 �p N 14.0 m o 2.0 OH4 ° septic vents I— Lot 1 "' o 0 ° sun room, 2.0 30 I EAST 200.00 Lot 2 OF A4 1� i 49th 00 / d Wala! �� ATF • 3255–S r ; % � o �oFessioru.�•�� SCALE: 1 "= 40' EASEMENTS OF RECORD, OTHER THAN THOSE SHOWN ON THE RECORDED PLAT ARE NOT SHOWN HEREON, FB 16-1, pg 57 0 m 8435G Lot 6 Lot 5 AS;BUILT NO CORNERS SET THIS DATE I hereby certify that t have perrormed a Mortgagee's Inspection of the following described property: LOT 1, BLOCK 8 ROLLING HILLS ESTATES SUBDIVISION Anchorage Recording District, Alaska, and that the improvements situated thereon are within the property lines and do not overlap or encroach on the property lying adjacent thereto, that no improvements on the property lying adjacent thereto encroach on the premises in question and that there are no roadways, transmission lines or other visible easements on said property except as Indicated hereon. Dated at Anchorage, Alaska this 5th day of APRIL 2016. FRED WALATKA & ASSOCIATES BE{907-248-1668) Engineers and Surveyors UM Mortgage Company April 14, 2016 To: Municipality of Anchorage Community Development Department Development Service Division On -Site Water & Wastewater Program Re: Letter of Intent -- Escrow Holdback On -Site Sewer/Well Permit Application Parcel ID: 011-072-18 7217 Violet Place, Anchorage, AK 99502 Please be advised that Alaska USA Federal Credit Union has a mortgage in process to facilitate the purchase of the above referenced property. Upon the consummation of the transaction, we intend to retain an escrow holdback in an amount of $18,825, which represents 150% of the estimated cost to complete the project from the highest construction bid provided to us (JR's Septic Pumping, LLC dated 418/16) based on the specifications detailed in Pannone Engineering Services' Septic System Upgrade Proposal and On -Site Sewer/Well Permit Application associated to 7217 Violet Place, Anchorage, AK 99502. The monies will be release only after we receive confirmation the septic system upgrade has been fully completed as per plans and specifications, and has the Municipality of Anchorage's final COSA approval Please feel free to call me if you have any questions. Thank you, John B. Collins Mortgage Underwriting and Credit Policy Manager (907)786-2824 j.cotlins@alaskausa.org P.D. Box 196850 • Anchorage, Alaska 995146850 Phone (907) 563-3033 • (800) 7373033 outside Anchorage • Fax (907) 261.3401 • www.alaskausamortgage.com Alaska USA Mortgage Company, a member of the Alaska USA family of financial service companies MUNICIPALITY OF ANCHORAGE • Department of Health & Human Services DIVISION OF ENVIRONMENTAL SERVICES 343-4744 CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY FOR SINGLE FAMILY DWELLING Parcel I.D. # (7�i t - Q71 Q eq �k HAA # �A 1. GENERAL INFORMATION (Must be completed prior to submittal) (a) Legal Description (include lot, block, subdivision, section, township, range) 11C 13 80((i4cl 14(!(11 S/ Location (address or directions) 7 2 r 7 (/(0 ('e h Or (b) Property owner 130^ Fra Fz ITe Telephone: (home) Business Mailing Address 2789 D SA I 6�'*^d Ca/01-acQcy &/S3c'i (c) Lending Institution f(oAe. Telephone Mailing Address (d) Real Estate Company and Agent U^r°`e, Reca(A _ �eOin"yA n'°' Address 6*&86 0, /�cull/ieCCho�Q%O Telephone 3Y6 - 30- (e) Mail the HAA to the following address: (or check here 19, if hold for pick up.) List contact person and day phone number below: l -to o ne 3 yS - /3 ,j Pun krunr. 3y6 - 363S� 2. TYPE OF RESIDENCE Single -Family ® Number of bedrooms 3 3. WATER SUPPLY Individual Well 19 Community ❑ Public ❑ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to th legality and status. 4. SEWAGE DISPOSAL On-site 10 Public ❑ Community ❑ Holding Tank ❑ Note: If community well system, must have written confirmation from the State Depaftment of Environmental Conservation attesting to the legailty and status. 72-025 (Rev. 7/88) Page 1 Of 2 5. ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION 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 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 F(uffOe Techn ita/ Serv«•u Telephone 3yS- /3S Address I YS 30 C-r_Ao Sf, AA CAO r qfq 14A- 99SV Date A"% 2 ? 4? 9 0 lap AW ....... 1� . r� >si 49T�� 00"..64 ............. 04, .............Y.'........�t G: THEODORE F. '.100RE t ngineer's Seal 41 ' ' CE - 3539 ' � 3 'a "•. , V ,VATa®®� 6. DHHS APPROVAL Approved for bedrooms by �� //'/ Date Approved Z Disapproved Conditional Terms of Conditional Approval CAUTION The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval cerificated 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. 7/88) Back Page 2 Of 2 3 MUNICIPALITY OF ANCHORAGE (MOA) *CNMENTAL )C(BAL(TY MpAM*qrity Approval (HAA) PA%Wo�FEBRUARY 1984 343-4744 AUG 2 7 1990 Legal Description: 401f 1 6 t'Uc fe r3 13a'(' A. WELL DATA RECEIVED \1 r��lct S/a Well Classification PrtLa rte If A, B, C, D.E.C. Approved (Y/N) N.A. Well Log Present (Y/N) N Date Completed = 0 TY Yield !>- S_- 0IV)" rn-ww 8/4y /9O Total Depth ur+k Cased to>83' 'Depth of Grouting N. Static Water Level 62' Pump Set At '> as ' Casing Height Above Ground 2S rr Sanitary Seal on Casing (Y/N) Y Electrical Wiring in Conduit (Y/N) Y SEPARATION DISTANCES FROM WELL: Depression Around Wellhead (Y/N) To Septic/Holding Tank on Lot 100 r ; On Adjoining Lots > too ' To Nearest Edge of Absorption Field on Lot HS' ; On Adjoining Lots > 100 ' To Nearest Public Sewer Line ' loop To Nearest Public Sewer Cleanout/Manhole > rc'o To Nearest Sewer Service Line on Lot 63 Water Sample Collected by Flaf/o/ Tec% S-ocr ; Date B/ /3/9(O Water Sample Test Results col'4PT /fOO in -e> 4011 -deFecfub/t nd�kr Comments DKro? we!! F16 /'r'4 o4 Cq/is- /QOx Aea av ,prey a/ #+c B. SEPTIC/HOLDING TANK DATA Date Installed 19(Z7(75' Size 10OOg«t No. of Compartments 3 Standpipes Y/N j'' Y Air -ti ht Ca s Y/N N Foundation Cleanout Y/N Y M10or 9 Depression over Tank (Y/N) N Date Last Pumped 5/18/90 6.. AAeb 60ruoa/ Pumping/Maintenance Contact on File (Y/N) N.A. ; for At,k Holding Tank High -Water Alarm (Y/N) N.A. Temporary Holding Tank Permit (Y/N) &A. SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK: To Water -Supply Well 100, To Building Foundation 7-7/ To Property Line 7 too To Disposal Field Sr To Water Main/Service Line 65' To Stream, Pond, Lake or Major Drainage Course >I too, Comments Tap of 3 tomaacrf-menf, coAcrgle fan(T it eW*.tV0( under . WO"' o..f e¢n house Atra{tion uri4f not worktnr of -hiAe offw/, (�4reen Avw e a, 72-026 (Rev. 7/88) Front Page 1 of C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata 279 Q' /13001" Type of System Design T&Y"A Date Installed Width of Field 27/ 7. 2' Length of Field Depth of Field Fs' ems^ :Pr- 6ut/f Gravel Bed Thickness S R r ar- 6""/F Square Feet of Absortion Area 990 Statndpipes Present (Y/N) Y Depression over Field (Y/N) N Date of Last Adequacy Test B/ Ely Igo Results of Last Adequacy Test 04 ete ryuuke J4'' 3 beo(roc7rrss SEPARATION DISTANCE FROM ABSORPTION FIELD To Water -Supply Well //6 C. V. To Property Line S' der W r& &.T( ar- Sµ/f To Building Foundation 53 0 To Existing or Abandoned System on Lot N• /4. ; On Adjoining Lots To Water Main/Service Line To Cutback (if present) To Stream, Pond, Lake, or Major Drainage Course 7 100' To Driveway, Parking Area, or Vehicle Storage Area > S'O ' Comments D. LIFT STATION Al - A. Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Meets MOA Electrical Codes (Y/N) Comments Dimensions Manhole/Access (Y/N) **Check Permitted Bedroom Rating Against HAA Request** "Pump Off" Level at Vent(Y/N) Pumping Cycles during Adequacy Test. I certify that I have checked, verified, or conformed to all MOA and HAA gui>oliby bf, t on the date of this inspection. + 4,1 Signed � .c Ar jW, 4! °y.* • pp •• 4 r r� Company FIuJ'-{off Tichnica f S'c ce- m yr , r.......................... ineer's Seal Date /2Y/ 9O ..... .m. f..�:::.Q 9 MOA No. %0 ' �r9 '.THEODORE F. ^AOORE 0. CE -3539 •• Q� �1� a:S�,. ., •• cei i1 Receipt No. `�C�l I Date of Payment G�-7- %P Amount: $ 170, Receipt No. Waiver Fee: $ Date of Payment 72-026 (Rev. 7/88) Back Page 2 of 2 CIVIL & ENVIRONMENTAL ENGINEERING • ENERGY CONSERVATION & ANALYSIS THEODORE F. MOORE, P.E. PH: (907) 345-1355 June 7, 1991 Dan Bolles M.O.A. DHHS P.O. Box 19-6650 Anchorage, AK 99519 Dear Mr. Bolles: 14530 ECHO ST. ANCHORAGE, ALASKA 99516 This is in response to your letter dated 9/4/90 regarding our request for a HAA certificate for Lot 1, Block B, Rolling Hills Estates. (1) Based on measurements through the monitor tubes, the north soil absorption trench is slightly deeper than the more southerly one, with the bottom of the monitor tube being 117 inches below ground level, or approximately 10 feet. The bottoms of the cleanouts are 5 feet below ground level, giving an effective gravel depth of 5 feet. Since the as -built inspection report prepared by the Borough inspector states that the depth form the top of the drainfield tile to finish grade was 3 feet at the time of installation, it appears that subsequent owners have put a couple of feet of fill over the system in the course of landscaping the yard. (2) As confirmed by our site inspection on 6/6/91, the exposed portion of the service line from the house has been thoroughly insulated as it enters the vault above the septic tank, as you requested. During our inspection we did not observe any indication that a plumbing leak was causing excessive water to be entering the tank from the dwelling, so the potential problem you noted last fall has apparently been corrected. Finally, since 9 months have elapsed since our original HAA submittal, we have obtained the enclosed new water sample results for both coliform and nitrates, per your request. I trust that this written report adequately addresses your concerns and that you can now complete the processing of the enclosed HAA certificate, so that the new owner can close out his loan transaction. cc: Tom Gervais GOOIAsG( uewnH 12 il]{!=cH "bdaC IAIh)]U Sincerely, Ted Moore, P.E. CHEMICAL & GEOLOGICAL LABORATORY Jr cmo A DIVISION OF COMMERCIAL TESTING & ENGINEERING ` 'w .neunnro«v 5633 B STREET ANCHORAGE, ALASKA 99518 TELEPHONE (907) 562-2343 FAX: (907) 561-5301 ANALYSIS REPORT BY SAMPLE for WOREorder# 34965 Date Report Printed: JUN 7 91 E 15:19 Client Sample ID:L1 BB ROLLING HILLS EAST HOSE BIB Client Name :FLATTOP TECHNICAL SRV PWSID :UA Client Acct :FLATTOT Collected JUN 6 91 ! 13:45 hrs. BPO # PO # NONE RECEIVED Received JUN 6 91 E 14:00 hra. Req # Preserved with :AS REQUIRED Ordered By :CHRIS Analysis Completed :JUN 7 91 Send Reports to: Laboratory Supe vie r • PHEN C. EDE 1)FLATTOP TECHNICAL SRV Released By G'_ Z /' 2) Chemlab Ref 1: 912529 Lab Smpi ID: 1 Matrix: WATER Parameter Tested Result Unita Method -------------------------------------------------------------------------------------- NITRATE-N ND(0.10) mg/1 EPA 353.2 Allowable Limits ------------- 10 JUN 10 1J�1 !,,Ji oy �,; A 1chorage Dept. I-jaaiq- & Hunnan Services Sample ROUTINE SAMPLE COLLECTED BY: CHRIS. Remarks: .............................................................................................................. 1 Tests Performed See Special Instructions Above UA -Unavailable ND- None Detected " See Sample Remarks Above NA- Not Analyzed LT -Less Than, GT -Greater Than Municipality of Anchorage �} Department of Health and Human Services Tom Fink, 825 "L" Street Mayor P.O. Box 196650 Anchorage, Alaska 99519-6650 September 4, 1990 Mr. Ted Moore. P.E. Flattop Technical Services 14530 Echo St. Anchorage, AK 99516 Subject: Lot 1, B1k B, Rolling Hills Est., PID #01107225 Dear Mr. Moore: Per our conversation of August 31, I am returning the Health Authority Approval for the subject lot so that the following items can be addressed: 1) Verify total depth of leach lines and depth of gravel below each line. 2) Insulate the service line from the.house as it enters the vault above the septic tank. At the time of our inspection it was noted that water was entering the septic tank from the dwelling.This water source should be identified and fixed to prevent premature failure of the septic system. Please provide written confirmation that these items have been adressed so that the Health Authority Approval can be processed. Sincerely, X:� 6 -- Daniel N. Bolles On-site Services cc: John Smith,P.E., Program Manager, On-site Services db/128 GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 30 "C" Street, Anchorage, Alaska 99503 274-4561 Date. Received ,Tune 15, 1976 Time of Inspection �O Q Date of Inspection ,a/-99. /)') _Y?, REQUEST FOR APPROVAL OF bq_�- INDIVIDUAL SEWER & WATER FACILITIES FOR Conv. 1. Approval requested by: Home Federal Savings & Loan Association A. Type C. Construction B. Depth D. Bacterial Analysis 7. Sewage Disposal System: On—site system A. Installed 1975 B. Installer C. Septic Tank: 1. Size 2. Manufacturer D. Seepage Pit: 1. Absorption Area 2. Material E. Disposal Field: Total length of lines 8. Distances: A. Well to: Septic tank Absorption area Sewer Lines , Nearest lot line Other contamination B. Foundation to septic tank Absorption area C. Absorption area to nearest lot line EQ -034 (1/74) Pane 1 of fi.n nanoc Mailing Address: 535 D Street Phone: 272-1451 2. Property Owner: Ronald H. Fratzke Phone: 344-2742 Mailing Address: 7217 Violet Drive 3. Legal Description: Lot 1 Block B Rolling Hills Estates 4. Location: 7217 Violet Drive 5. Type of facility to be inspected single Family No. of bedrooms 3 r 6. Well Data: Individual A. Type C. Construction B. Depth D. Bacterial Analysis 7. Sewage Disposal System: On—site system A. Installed 1975 B. Installer C. Septic Tank: 1. Size 2. Manufacturer D. Seepage Pit: 1. Absorption Area 2. Material E. Disposal Field: Total length of lines 8. Distances: A. Well to: Septic tank Absorption area Sewer Lines , Nearest lot line Other contamination B. Foundation to septic tank Absorption area C. Absorption area to nearest lot line EQ -034 (1/74) Pane 1 of fi.n nanoc Page 2 of two pages - Re :st for Approval of Individual 'er & Water Facilities Legal Description Lot 1 Block B Rolling Hills Estates Comments Approved Disapproved Date Approu, Valid for one year from date signed Greater Anchorage a Borough, Department of Environmental Quality DIAGRAM OF SYSTEM I certify that the information contained in this request for approval to be a true and accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED Date EQ -034 (1/74) r'1 �1 MUNICIPALITY OF ANCHORAGE MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & DEPARTMENT OF ENVIRONMENTAL QUALITY ENVIRONMENTAL PROTECTION; 3330 "C" Street, Anchorage, Alaska 99503 — 274-4561 JUN 15 REQUEST FOR APPROVAL OF RF C E I V E D INDIVIDUAL SEWER and WATER FACILITIES 1. Type of Inspection: CMRO VA FHA CONV _ X 2. Property Owner: Ronald H. Fratzke Mailing Address: 7217 Violet Drive, Anchorage Day Phone 344-2742 3. Name of Buyer: - n/a Mailing Address: Day Phone 4. Name of Lending Institution: Home Federal Savings & Loan Association Mailing Address: 535 "D" Street, Anchorage Phone 272-1451 5. Name of Realtor or Agent: n/a Mailing Address: Phone 6. Legal Description: Lot 1, Blk. "B", Rolling Hills Estates Location: 7217 Violet,Drive, Anchorage, Alaska 99502 7. Type of Facility to be inspected: single family No. Bdrms. 3 8. Water Supply Type of Supply: Public Utility Individual xx If Individual, number of dwellings presently served 1 If Individual, depth of well unknown 9. Sewage Disposal System Type of System: Public Utility Individual (on-site) xx If Individual, date of installation 1975 EQ -037 (1/74)