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HomeMy WebLinkAboutHUNDRED HILLS BLK 4 LT 1Hundred Hills Block 4 Lot 1 #078 - 201 - 05 MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP171302 Work Type: Septic Upgrade Tax Code Number: 07820105000 Site Legal Address: HUNDRED HILLS BLK 4 LT 1 G:1260 Site Mailing Address: 234 WOLF DR, Eagle River Owner: WHITEMAN GARY L Design Engineer: PANNONE ENGINEERING SERVICES This permit is for the construction of: Effective Date: Expiration Date Lot Size in Sq Ft: Total Bedrooms: if lb -17'C 66 Department 10/25/2017 10/25/2018 139131 Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ 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 Special Provisions: Construction may proceed at your own risk before the 7 day water monitoring is complete. Please submit stamped and signed results with the As -built Inspection Report. If the results require a design change, construction of the system will stop pending On -Site review and approval. 1f/3/1-7 Cc' -'7( /44&ve1 Iocc-J on o� Received B) Issued By: Date: i -2> rVaV I-? Date: 11112117 Cl ' Municipality of Anchorage ��� 1)cpat•nncnt P.O. Box 196650 ® 4700 Elmore Road Anchorage, Alaska 99519-6650 ® (907) 343-7904 a Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Division On -Site Water and Wastewater Program * * * * VARIANCE/WAIVER REVIEW * * * * Waiver#: OSV171146 COSA#: Permit#:OSP171302 PID#: 078-201-05 Legal Description: Hundred Hills B4 L1 Engineer: Pannone Engineering Services Applicant: Gary Whiteman Your request for a waiver of the required 50 feet horizontal separation from the absorption field to the excessive slope has been approved. The approved separation distance is 17.0 feet. This waiver approval applies to the proposed absorption field only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. ❑ The affected adjacent property owner(s) have been given a 7 day notice regarding this waiver. ❑ Notarized letter(s) of nonobjection have been received from the owner(s) of the affected adjacent property. ® Adjacent properties are not affected by this. waiver. .................. 0 ............................ ■ ............................. ■ 1 Waiver is Granted: X Waiver is not Granted: Date: 43 ZZ Approved by: ., Z_, Name of Review, r **** VARIAN C EIWAIVE R REVIEW **** MUNICIPALITY OF ANCHORAGE Community Development Department' 1 Phot� Development Services Division On -Site Water & Wastewater Program �a ON-SITE SEWERIWELL PERMIT APPLICATION 0 a 901 OCT 0 6 2017 Q� 1 : 4 -AP h Parcel I.D. 078-201-05 Property owner(s) GARY WHITEMAN Mailing address 234 WOLF DRIVE, EAGLE RIVER, AK Site address 234 WOLF DRIVE Day phone Legal description (Sub'd., Block & Lot) HUNDRED HILLS B4 L1 Legal description (Township, Range & Section) Lot Size 139,131 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑X Initial ❑ Single Family (SF) ❑X (w/wo ADU) Septic Tank FKUpgrade ❑X Duplex (D) ElHolding Tank ❑ Renewal ElMultiple 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. (Signature of property owner or authorized agent) Permit/Rush Fees: 5-0 Waiver Fees: -ZI S Date of Payment: / oW 19` Date of Payment:II /3 fi7 Receipt Number:�� roFj C-� Receipt Number: 01 4-2-5 C, Permit No. 09P11I3i/a Waiver No. _ DSV 17Il y9 Permit App__- :' ., c: Steven R.Pannone, Principal Registered Professional Enginee/ E-mail: steve@panengak.com November 9,2017 Subject: HUNDRED HILLS B4 Ll Upgrade Septic System Permit Request Design Narrative This is a design narrative to issue a permit to install an upgrade -septic system to be issued for this property. The proposed system will serve an existing three (3) bedroom house. The system will utilize a new l0OOeseptic tank and 3nupgrade drain field. This lot and the surrounding lots are served byprivate wells. There are nowells within lOO'ofthe proposed septic system. l. Soils. PES performed in the vicinity of this system in November 2017. Ground water was not observed to a depth of 19.0' below the surface. Bedrock was not encountered in the test hole to 19.0. There was no groundwater in the test hole etthe time of excavation. Based on the results ofthe percolation tests and overall soils appearance, an application rate of 1.2 gallons/day/square was used for a conventional wastewater system inthe area Ofthe test hole. 2' Soil Absorption System Design. a. See Sheet 1 of the design package. 3, Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field. The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage ditches. 4`Topography: The existing topography onthe lot generally slopes from east towest, with aslope ofapproximately 1OY6-l596inthe area of the proposed drain field. There are steep slopes within 50Y of this system. S. \8/ohmers: a. Slope Separation: We are requesting a waiver for the subject property for a separation distance from aslope greater than 2596boseventeen feet (17'). The worst case scenario shown by section on the plan set shows the distance from the primary drain field to the respective grade change. The soils in the area are HSG A (i.e. the 46% is a more reasonable infiltration line) and no predicted daylight penetration of effluent is predicted along both the HSG A and HSG D infiltration lines. As a result we request a waiver for steep slope separation to 17'. 6. Drawing Markings: The Drawings are marked "For MoA Review Only". When written notification that the review is complete and that there are no further comments is received from MoA On -Site Department, thenotevviUh2rernovedand"|ssuedforConstruction"dravvingsvxi}|b2issued. Mailing: P.L].Box IOO2l7,Anchorage—AK 9g51O-O2I7 Physical: 332East K@anor,AQch�raoe,/\K995O1 Page 2 of 2 The proposed installation will not affect the future development of this or the surrounding lots. If you have any questions or concerns, please contact me at 272-8218. Sincerely, 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 PROFILE SCALE 1"=20' NOTES: PANNONE ENG SVC, LLCDate FOR CONSTRUCTION P.O. BOX 102954 ANCHORAGE, AK 99510 p'� •" •. 10/06/2017 PHONE (907) 272-8218 FAX (907) 272-8211 Scale DRAWN I JRL SITE PLAN HUNDRED HILLS 134 L1 GARY WHITEMAN 234 WOLF DRIVE EAGLE RIVER, AK 99577 *� 7H 1 = 60 •'•'• •i ••• �o •� I 078-201-05 ••}� •.�Gnn01�e PERMIT N0. ` INSTALL ABSORPTION FIELD P UNDEVELOPED OSP171302 44LFx5.0 Wx3.0 E.5.,13.0 T.D. / Sheet I W/ MTs & COs AT ENDS OF FIELD REMOVE CRIB(E) PER MOA CODE \ \ \ I TH 10.0 \ I INSTALL 1000G SEPTIC TANK P W/ DCO AFTER TANK REMOVE EXISTING 10OOg SEPTIC TANK \ \\ TRUE NORTH ! 7CAL E : 1'= 0' \ \\ \\ \ \ r I 115.1 \ \\\ \ II 112.9 I \ zeas I \ \ C'-� \ \ \7 \\ \2;\\1 38R \\ \ \ \ \ \ SFD I II 1 ( � \ \ I I I \ I I I I I 235/ DESIGN PARAMETERS i //'�/ w _ w\ �� II /// PRIMARY SEPTIC SYSTEM 1 NO. BEDROOM: 3(450 gpd) i TANK SIZE: 10009 PERC RATE: 1 MPI / / / �' I to / J / / / ( ( 1 c SOIL RATING: 1.2 GPD/SF I 1 I I \ fm AREA RQD: 375 SF I \ \ REDUCTION FACTOR: 0.58 — " � w /� •1NATER' LINE / / \ I , IN I ADJSUTED ABSORPTION AREA: 217.5 I 1 1 \ Wi\ L RADIUS / / 1 ABBREVIATIONS SYS. TYPE: WIDE TRENCH 3.0'ED / \ I I / \/ss TH TEST HOLE MIN LENGTH: 44 LF —SSI — NE\W\\SE`PTIC I \ (P) PROPOSED USE:— \ (E) EXISTING \ \ \ \ � \ \ � \ 44LFx5.0'Wx3.0'E.D., 13.0'T.D. —CO CLEAN OUT NO. TOTAL AREA: 220 SF \\ ` \ \ \ 210 MT MONITOR TUBE NO. TYP TYPICAL PROFILE SCALE 1"=20' NOTES: PANNONE ENG SVC, LLCDate FOR CONSTRUCTION P.O. BOX 102954 ANCHORAGE, AK 99510 p'� •" •. 10/06/2017 PHONE (907) 272-8218 FAX (907) 272-8211 Scale DRAWN I JRL SITE PLAN HUNDRED HILLS 134 L1 GARY WHITEMAN 234 WOLF DRIVE EAGLE RIVER, AK 99577 *� 7H 1 = 60 •'•'• •i ••• P.I.D. NO 078-201-05 ••}� •.�Gnn01�e PERMIT N0. '•.JRECE1 $g�91, OSP171302 ••.. Sheet 1 OF 3 CC-) _z�I PECIAL PROVISIONS TO SPECIFICATIONS 1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON—SITE WASTEWATER DISPOSAL SYSTEMS AND AND IN ACCORDANCE WITH AMC 15.65 AND 15.55. 1.1. SOIL SAMPLE WILL BE TAKEN AND ANALYZED AT TIME OF CONSTRUCTION TO VALIDATE VISUAL SOIL RATING. 2. SCOPE OF WORK: INSTALL NEW 1000g SEPTIC TANK AND SOIL ABSORPTION SYSTEM. 3. GROUNDWATER WAS NOT ENCOUNTERED TO A DEPTH OF 19.0 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 19.0 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: DATE: NOTES: PtiMON ENG SVC, LLC FOR CONSTRUCTION P.O. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 DRAWN IJRL I DESIGN NOTES HUNDRED HILLS 134 L1 GARY WHITEMAN 234 WOLF DRIVE EAGLE RIVER, AK 99577 .. ...... . ...... even annotate . RE 1 017' Date 10/06/2017 Scale NTS I? I.D. NO 078-201-05 PERMIT NO. OSP171302 Sheet 3OF3 SOILS LOG — PERCOLATION TEST SLOPE TEST HOLE WAS GROUND WA ENCOUNTERED? IF YES, AT WHAT DEPTH? — DEPTH TO WATER MONITORING? DATE: ra READING DATE TEST HOLE 1 1 OR TOPSOIL 1 11 JAN16 2 6.900" HUNDRED HILLS 134 L1 GARY WHITEMAN 234 WOLF DRIVE EAGLE RIVER, AK 99577 3- 2 5.67 MIN 4567 4- 6" 0.95 5- 6.900" 6- 4 7 12.900" 6" 8 5 6.900" Brown Silty 9 SM/GM SAND & 1 6" 1.03 GRAVEL 10 11 12 13 14 15 16 17 18 19 BOH DATE PERFORMED: 06NOV17 SOILS LOG — PERCOLATION TEST SLOPE TEST HOLE WAS GROUND WA ENCOUNTERED? IF YES, AT WHAT DEPTH? — DEPTH TO WATER MONITORING? DATE: ra READING DATE NET TIME WATER LEVEL READING NET DROP RATE (MPI) 1 11 JAN16 Scale 1" = 60 6.900" HUNDRED HILLS 134 L1 GARY WHITEMAN 234 WOLF DRIVE EAGLE RIVER, AK 99577 2 5.67 MIN 12.900" 6" 0.95 3 6.900" 4 6.17 MIN 12.900" 6" 1.03 5 6.900" 6 6.20 MIN 12.900" 1 6" 1.03 COMMENTS: Test hole excavated by WHITTERS EXCAVATION SOIL TEST RESULTS /ANALYSIS • PERCOLATION RATE 1.0 (min/inch) (Hydrologic Soils Group: HSG A) • PERC HOLE DIAMETER 6" • TEST RUN BETWEEN 10 FTAND 11 FT. • TEST RUN FOR OVER AN HOUR, LAST THREE READINGS PROVIDED. 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: PAMONE ENG SVC LLC P.O. BOX 102954 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 .... . ... ........ }even cn riaie ' V 81 9 EV: 11 0 920. Dat 11/06/2017 FOR CONSTRUCTION Scale 1" = 60 HUNDRED HILLS 134 L1 GARY WHITEMAN 234 WOLF DRIVE EAGLE RIVER, AK 99577 P.I.D. NO -078-201-05 DRAWN JRL PERMIT NO. OSP171302 SOILS LOGS Sheet 2OF3 July 28, 2003 Municipality of Anchorage Mark Begich, Mayor Building Safety Division P.O. Box 196650 • 4700 Bragaw Street Anchorage, Alaska 99519-6650 • (907) 343-8301 • Fax (907) 343-8200 h ttp://waw.muni.org Gary Whiteman 234 Wolf Drive Eagle River, AK 99577 Subject: On -Site Water and/or Wastewater Permit. Permit Number: SW020281 Legal Description: Httii&ed Hills Block 4 Lot j Dear Gary Whiteman: An On -Site Water/Wastewater Permit, number SW020281, issued by this office for a single-family system, will expire on August 9, 2003. This permit was valid for 365 calendar days. If this was a well permit and the well has been drilled, a well log must be sent to this office for documentation of the installation and to close the permit. If this permit was for a wastewater disposal system, an original as -built inspection report must be sent to this office for review, approval and documentation. This as -built inspection report must be signed by the licensed Professional Engineer who inspected the installation of the system. As -built inspection reports are required to be submitted within 30 days of the completion of the system. If no system was installed under this permit, and you are still planning to install a well or wastewater disposal system, a new permit must be obtained from this office. A new permit for a second year may be issued for a fee of $100.00 if the renewal application is received on or before the expiration date of the original permit. When applying for a new permit, the fees are: $400.00 for a wastewater permit and $150.00 for a well permit. If you have any questions, please call this office at 343-7904. Sine Jamas Cross, Ma • ger On -Site Water and Wastewater Program Enc: Copy of permit 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: SW020281 Legal Description: HUNDRED HILLS BLK 4 LT 1 Design Engineer: 0003 S & S Engineering Owner Name: Gary Whiteman Owner Address: 234 Wolf Dr. Eagle River , AK 99577 - This permit is for the construction of: Disposal Field [1J Septic Tank Date Issued: Aug 09, 2002 Expiration Date: Aug 09, 2003 Parcel ID: 078-201-05 Site Address: 000234 WOLF DR Lot Size: 139131 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 Holding Tank I 1 Privy Private Well Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3, The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By Date. 1/1 " Issued By: Date: 0492 Parcel 1.D. Municipality of A%cliorage Developnient Sell/ices bepartmeht Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Boz 196650 Anchorage, AK 99519-6650 www.ci.anchotage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING b7V-Ol—oS Permit Number SW Property owner(s) G. ARSJ ) W at, m Day phone Log 4- 9105 4 Mailing address (1) 23 4 W c14 D Rtivt Mailing address (2) i t_ R �v4.fi ) �k Zip Code qa 5+F Legal description (Lot, Rlock & Sub'd.) ° r 1 fi Lo t APP/OA s Mess $ S/d Legal description (Section, Township & Range) Lot Size �+L�es/Sq.Ft. Number of Bedrooms 3 /39 //-51 THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade THIS PROPERTY CONTAINS: Hot tub ❑ Jacuzzi Swimming Pool ❑ Water Softening Unit Therapy Pool ❑ ❑ Well Only ❑ Water Storage 1 certify that the above information is correct. 1 further certify that this application is being made for a Single Family bwelling and is in accordance with applicable Municipal Codes. 4112 X1 (Signature of property owner or authorized agent) S & S ENGINEERING 176311 -eagle River Loop Road:NK' — Eagle River, Alaska 99577 Permit Fees: Date of Payment: Receipt Number: (Rev, 12/00) 1 yon " Waiver Pees: Date of Payment: Receipt Number: aa3ss7 `f 971 /o z J S&S Engineeiztnq HEALTH AUTHORITY APPROVALS SEWER&WATER MAIN EXTENSIONS SEWER&WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOIL TEST PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS ONSITE WASTEWATER DISPOSAL SYSTEM DESIGN ROBERT C. COWAN, P.E. June 24, 2002 MUNICIPALITY OF ANCHORAGE De ,elopment Services Department P.O. Box 196650 Anchorage, AK. 99519 REFERENCE: Lot 1, Block 4, Hundred Hills S/D CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 It is requested that you issue a permit to install a septic system to serve the existing three bedroom dwelling on the referenced property. A test hole was excavated and a percolation test was performed. The approximate location of the test hole is located on the attached site plan. At the time of excavation 6/17/02 water was not found. After seven days of ground water monitoring the test hole was found to be dry. We do not anticipate any adverse effects on neighboring wells, septic systems, reserve areas or drainage patterns by the installation of the proposed septic system. The construction of this system will not prevent any future development on any of the adjacent properties. If you require additional information, please contact us. Sincerely, Utz Robert C. Cowan, P.E. RCC/jhm Enclosures 17034 NORTN EAGLE RIVER LOOP SUITE 204.• EAGLE RIVER, ALASKA 99577 •SITE PLAN DESIGN 1" = 100' SCAI E o E D Oir m=r z7r-o m0 M 0 O—1 C D Z z N m 0 zm N C 0 -< < r- > D 21 ti m K Z CS T -V l3Ve1 11 XS vazro VOL -s d YOZ-sit 59 A3 iT, 20 __ ---ws3 Fl!ein ,DZ -------------- <o z rn om0c n 9* innia drlOM r EX on O A m 0 O Z A Z D C >FgA N NN --4L0 - ain<NC XI O m m0 NO— OE�m A 0na Ci NII ti �Zmo x m n wNp C] NMNO rzai H N o o PJ • 0 apt a m • ~ 0 n N I 0 m N 0 H N czi 0 n S'IIIH Q32IQNf1H 0 •SITE PLAN DETAIL 1" = 50' SCALE O F D O r m=r Zm r m 0 f C D Z 55z LA mw0 ZN T1 (E0 r cn D m O K Z -7 L / \ W 0 A A O 2 -o mo m0= r m on 101 I N rrOmt ti VI r 5 7.).= m II r >0-..zA N mm J 0 O m N m -m0 00 Dc -000 DOvll� Zr wt O m 0 w0 KS V ✓ / / / / / / DISTRIBUTION SYSTEM: / a Ja / m u)cn r1 I 71 5 7 m m o ZC2I01 f110 0 0X77 D ZO ri D 0 0 G 2 0 Z D D O D r-2- r - z -0-10 0 0 0 -<mz=zmmz +%SZ >1NV81f1O -1 2 P1 m 0 0 Z 0 (./) m O m2PA zm� 0 0O 0:0 b.Zl Vp' A Vy awwzA mi>Or 00 b00 740 coin VO O / MN -JO H—] z <mo [x mm 001r'1 zomv 0 °2 • x O m O P1 0 0 15ET G cn t-1 DO z zz • LO 07 0 >c D(7 Z CO rpm- z i O m O (n �0 m n m m 0 D 0 -0 m r m m m r 11D in 0I zz Cm Z J I O N N 0 0 0 x STIIH QrNQH CD d 0Z .SITE PLAN DETAIL 1" = 50' SCALE ..--‘,A., c; K // YO 0O z '�mmAll / (,.mm 1 y y N D .�,, otos O t -O C / ‘al._-,,,>< D f.l i y / AbVDi'-0 .� ri y '= Z // -lea p n+i II -�0 co CM p NOm LD m /�C]� O go / / m0 ] yc / n2m ,'7i',' /`1 `iO � / NNVto .—] ANW C 7 n oovu^ /d� '` 2?7 / �!n - Qom C�7 om oo //�:--Na // OF=o Z �Np U) v0 ' 2 J�O� // Zom73 C] NIIKZ �. / 30 � // Xat N�Or-. / / < In O �' 2 �a/ Q z A � n /° /(nDrOy.. — v0 ru J , -0ro Ctm _mj w, d�Gj//ZCx1\)"S, Tl D / O ‘)SCD/ OczO DyC D /cr 6 5. // pDDZO� DmO°23 cr �D Q/// ,x )3' T- r_Oz� O COO C ^^a p70 mz-;,, / 7->z z R '/u / A --.--- ° z=m 0 � z L75.1 < N > f C ozn cmc of in<�S z z z cN Z01 ommmc0, om2 mC ZZI < m o -m KKfnm Z nz00 FSO r C Z y p OmfK y!> Vl0_NA Amp (A0 xn ox zm JAMCI LfIO11k Municipality of Anchorage Development Services Department Building Safety Division On-Slte Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchoraoe.ak.us (907) 343-7904 Soils Log - Percolation Test Performed For: (444tL7 &+ % Fen ( Date Performed: (p// 7-/5 Z Legal Description: L cr / I 'lt of 1- 41; t L A/40 �>O /T l t .1 5' Ste Slope Site Plan 1 2- 3- 4- 5- 6- 7- 8- 9- 10- 11- 12- 13- 14- 15- 16- 17- 18- 19- 20 - Depth (Feet) 0 0- •o .0 0 u /CS WAS GROUND WATER ENCOUNTERED? ^(0 S IF YES. AT WHAT DEPTH? L Depth to Water After Monitoring? E Dale(f�/G 5' Readln g1�y Date Gross Time tt-Time Net Depth ttoo Water Net Drop 61/e) V//hq.,TL © t/ 6 rr Ir (Dav) 5 S /C-`r 6,r. c _ Sr /29t 6 /r v" S te'" / ors (o 1//SW-u-Y Z2,4—i'r- 0 42- &Pr7 PERCOLATION RATE 4. / (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN S FT AND e FT G1 COMMENTS /L S /ilP,+/ 4- dno ,a-n/� Cenne0'./C-+.l! . %E® /o WDCULO »544- Cu - 1 1 Nr P,' 2 4(_-_ CERTIFY THAT THIS TEST WA/g PERFORMED IN ACCO DANCE 1 ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 7 / 70 "2 - PERFORMED d2 - PERFORMED BY: MUNICIPALITY OF ANCHORAGE Di RTMENT OF HEALTH AND HUMAN SEF, -ES Environmental Health Division 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Name Address 6 Z40/t% 5% c2 S TLS /27:R 8€'x 77/9a 4 09/6 tee;/ - Phone(s) I Pe mit No. 699-x DISTANCES 9 5-77 No. of Bedrooms FROM TO SEPTIC TANK ABSORPTION FIELD WELL WELL 26O z69 LEGAL DESCRIPTION Lot - Block `i Subdivision // All GLr'" d LOT LINE 30 20 Township, Range, Section 7'/3 /t! ,e / S�c,J / i cie4 .r FOUNDATION 77 87 iPrSEPTIC ❑ HOLDING AS -BUILT DIAGRAM (Show location of well, septic system, property lines, foundation, driveway, water bodies, etc.) Manufacturer Capacity in gallons %lo / (�1 O 7 Material No. of Compartments aN--" TYPE OF SYSTEM ❑ TRENCH ❑ BED ❑ W. DRAIN LVOT -HER LO i FT Total depth from original grade FT Fill added above original grade FT Gravel depth beneath pipe FT $/, S- /C-0trpr -FT Gravel width FT Total absorption area Distance between lines 2 S-6 SQ FT FT Number of lines Soil rating SQ FT Pipe material Installer o w/fig2 Date Installed /173 WELLS ❑ PRIVATE X OTHER (Identify) Classification (A,B,C) Total Depth FT Cased to FTtk? Installer GL1/+'rEL AC -6 ell Date Installed: rea_E-A . !. ps (Ty, Lo T REMARKS: 1su� I !n 5"0/d - .4'71,1 /1 /S//li' //Ge,ez-`[S" 'J � 752 �1 a e7/7/4/' �ttJ s//.i71 a Date: A /Z Vg‘ /%Uig 6Men,rX Lf/O-�LYT`©Wti e. , SFUe.°t fI'S' /114,-",7 certily that this inspection was performed according to all Municipal and State guidelines in effect on this date: r'pt' —Af An/ OI F=K, S A•f • 6-V'5 7 711 Health Department Approval:��� Scale: / /E y so/ Inspections Performe y: ,E iDirw. Date use0roo.0 ��pr n�; Vernon L. Roelf Ips° �-:11:90 No.CE57 ��o yyy \V pg TzAcr A A. 6184 2E8AR- (TYPICAL,.. N 89'57'3°" E. N36°0L'Ob"W - 231.75' 30.17' SEEK, MA/NTENANCE I=ASEMENt, 251"EEr EACH SIDE of CENTF-& OF THKEAb OF Cg6EK. N2505D'Zs "E S75°48')2"E - 65.49' ]- -( I • CENTEXL,NE OF TIlrEA4) OF 57KEAM; PROPEKTY LINE /V /0°31.24"6 1710.90' I I 39z.02. .5 0°35'25.'14 25'.97' •PP SEWER • CLEAWOU%. •4 BOARD FENCE -y SEWER. CLEAN°✓T (3- 8 DOM ZES 1 DENCE .25.43' 1 WATF-12 S 89°57'3°" W DIAL ego Po5ED BLDCK 4 SDUgCE 7 AC1 A 383.75 ' ro w Sob°07'/8°E /o' Um/7Y EASEn+En1r PLOT PLAN AS BUILT Tx SCALE 111=100' VEI CONSULTANTS P.O. BOX 774649, EAGLE RIVER, ALASKA 99577 (907) 694-3574 I HEREBY CERTIFY THAT I HAVE SURVEYED THE FOLLOWING DESCRIBED PROPERTY: LOT. r,, BLOCK 4 , Hundred Hills Subdivision, Anchorage RECORDING DISTRICT, ALASKA, AND THAT THE IMPROVEMENTS SITUATED THEREON ARE WITHIN THE PROPERTY LINES AND DO NOT ENCROACH ONTO THE PROPERTY ADJACENT THERETO, THAT NO IMPROVEMENTS ON THE PROPERTY LYING ADJACENT THERETO ENCROACH ON THE SURVEYED PREMISES AND THAT THEREkARE NO ROADWAYS, TRANSMISSION LINES, OR OTHER VISIBLE EASEMENTS ON SAID PROPERTY EXCEPT AS INDICATED HEREON.. DATED THIS THE ALASKA. DAY OF , 198 , AT EAGLE RIVER, � ���THEI,^�U m�v �� ���U�v����- DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L STREET, ANCHORAGE, AK 99501 264 47?O PERMIT PERMIT NO: 870034 DATE ISSUED: 03/19/87 APPLICANT: ELDON J. OSTDIEK ADDRESS: • P.O. BOX 771408 EAGLE RIVER, AK 99577 CONTACT PHONE: 694-2388 �~�' {PGAL DESCRIP: SUBDIVISION: HUNDRED HILLS SUBD" LOT: ~�� |r- BLOCK: 4 SECTION 10 TOWNSHIP: T13N RANGE: R1W ��6o�� : ��~' LOT SIZE: 3.1A (SQ.FT. OR ACRES) �.�4. �~� ° ,` ' 1, I am familiar with the requirements for on ----- site sewers and wells as Set forth by the Municipality of Anchorage (MOA) and the State of Alaska" 2, I will install the system in accordance with all MOA codes and regulations, and in compliance with the design criteria of this permit" 3. I will adhere to all MOA and State of Alaska requirements for the set back distances from any existing well, wastewater disposal system or public • sewerage system on th' or ar' adjacent or nearby lot. 4DATE: I certify that: SIGNED APPLICANT,` FLDON J. OSTiIEK / 67 �r- ISSUED BY DATE: 3 � _�/�.~ ��^� ~_��� �� OWNER OF LAND ADDRESS e6 SULLIVAIL W . TER 'WELLS P.O. BOX 670272, CHUGIAK, ALASKA99,567 • TELEPHONE 6882759 OAJ 'J osTI Qat! 77141)t?., LEGAL DESCRIPTION 14"4 i DATE - Started PERMIT NUMBER 2/tF 7 Ended KIND OF FORMATION: Fr,om Ft to 02 Ft From Ft. to Ft From .,x) Ft to /e)s Ft. From S _ Ft. to I `% Ft. From __ Ft. to Ft From_I L1 Ft. to di Ft. From a t Ft. to c)? Ft. From 63 ___ Ft. to 019 Ft From :Pi r7 Ft. to `l_k__Ft. From '�=r Ft. toJ2/..__Ft. Froin___.. Ft. to Ft From_ ._Ft. to Ft From__ _.. Ft. to Ft. From__.__._._.. Ft. to Ft From_ __...__ Ft. to Ft. Front -r- Ft to From Ft to Ft. From Ft. 'to Ft Fr'o'm ' Ft ao Ft' From Ft to Ft lJ 3 7e From Ft to Ft. 0. vy From Ft to Ft. to Ft. to Ft From Ft to Ft From Ft to Ft. MUNICIPALITY OF ANCHORAGE Ft to DEPF,t OF HEALTH 8, t ENVIRONMENTAL 'PROTECTION t to -,Ft. From Ft. to,__ IIt .{�a�ppR 819B7 > rom Ft to CEI V LD • From _ Ft. to Ft. Froin _..._ Ft. to MISCL. INFORMATION: Felo t. Ft. ,iii From . Ft,to Ft DR-ILLER'S NAME /r►y"^ MUNICIPALITY OF ANCHORAGE l DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL n OF ON-SITE SEWER AND WATER FACILITY 097 -cf., 264-4720 Application Date 47// 3, // 7 1. GENERAL INFORMATION (a) Legal Description (include lot, block, subdivision, section, township, range)/94—c, ,da s `�ip // c f2c/ Location (address or directions) E.,del/. A ,61 (`/1©//�Ja-7) 44:-,-.47/.. "�o�r.-n /� /�AA: (b) Applicant NameZn .AL_ Telephone: Home ,/94'-7ff/�2- Business 67'/ 23.99 Applicant Address /� &% 77 rd 7.7 E�%{ ``'��e) r j Aid 9 5- 7 7 (c) Applicant is (check one): Lending Institution 0 ; Owner/builder ql ; Buyer ❑ ; Other 0 (explain); (d) Lending Institution Telephone Address / �I , (e) Real Estate Company and Agent 7 ice/ ,e°!i flri Xe/co Z%S`C'/E4 Address Ad ,641'X 7 7 y6 Z7 / /r-.;,71% AUc°r ,Afl 914—% % 69q-, 23 g Telephone (f) Mail theHAAto the following address: y0/d - A - 2. TYPE OF RESIDENCE Single-Familykf Multi -Family 0 Other Number of Bedrooms 3 3. WATER SUPPLY Individual Well Bit Community 0 Public 0 Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. SEWAGE DISPOSAL - Onsite IZ Public 0 Community 0 Holding Tank 0 Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 72-025 (11/84) Page 1 of 2 5. ENGINEERING FIRM PROVIDE. , INSPECTIONS, TESTS, FILE SEARCH, L .A 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. ,Z71`. C Szc.l a4lft Telephone h ? 4/ -3 5-79 Name of Firm eA7l9_ .47X 77 9 / -'Q,l .P.�. •4�, 9�<`77 Date 4e 1/ J /7 97 Address 6. DHEP APPROVAL Approved for (3,) bedrooms by Approved Date‘A/eer% Disapproved Conditional Terms of Conditional Approval CAUTION The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHEP 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. Page 2 of 2 MUNICIPALITY OF CHORAEiE ENVIRONMENTAL SEk..—ES MUN PALITY OF ANCHORAGE (MOI ) HEALTH AUTHORITY APPROVAL (HAA) APR 61981 CHECKLIST - FEBRUARY 1984 264-4720 Legal Description. 1 / IA - Ai //s 5-a,6 W RECEIVED A. WELL DATA S- 903 Well Classification 5;n-9fe 1—asa If A, B, C, D.E.C. Approved (Y/N) Well Log Present (Y/N) %/ Date Completed /-4 /9 �7 Yield /2.0U Actif Total Depth // Cased to / Depth of Grouting /leo/ 6 Static Water Level �7' �- Pump Set At Casing Height Above Ground / Z it Sanitary Seal on Casing (Y/N) Electrical Wiring in Conduit (Y/N) y Depression Around Wellhead (Y/N) //! Separation Distances from Well: To Septic/Holding Tank on Lot /00' ; On Adjoining Lots /5 f To Nearest Edge of Absorption Field on Lot //0 ; On Adjoining Lots To Nearest Public Sewer Line Cleanout/Manhole /VA To Nearest Sewer Service Line on Lot Water Sample Collected by � h /6>e Al:‹ ; Date z/ //8` 7 Water Sample Test Results //.2 /Coat A L • �^�/' Zc��sy� /Coa+P To Nearest Public Sewer Comments B. SEPTIC/HOLDING TANK DATA Date Installed /9 7 Size /0.,U//No. of Compartments / Standpipes (YIN) y Air -tight Caps (Y/N) Foundation Cleanout (Y/N) y Depression over Tank (Y/N) /%/ Date Last Pumped .56 671, y (9 g 7 Pumping/Maintenance Contract on File (Y/N) Holding Tank High -Water Alarm (Y/N) Separation Distances from Septic/Holding Tank: Tao To Water -Supply Well To Property Line 3D' ; for Temporary Holding Tank Permit (Y/N) N� To Building Foundation To Disposal Field 77' /0' To Water Main/Service Line � To Stream, Pond, -- Lake, or Major Drainage Course /60' / �o<c7z/ ®G /E" 44w/ /— Comments Page 1 of 2 C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Date Installed / ;+' 7 3 Width of Field 8 / FT 5:F /e, Type of System Design ZP, ls"' Length of Field / Depth of Field S Gravel Bed Thickness /U/>Q Square Feet of Absorption Area 2 5—/ Standpipes Present (Y/N) CG'S Depression over Field (Y/N) /t20 Date of Last Adequacy Test 7 /2 V/?‘ Results of Last Adequacy Test AsSee Separation Distance from Absorption Field: To Water -Supply Well To Building Foundation Lot e? To Property Line To Water Main/Service Line /V/4 ; On Adjoining Lots To Stream/Pond/Lake/or Major Drainage Course To Driveway, Parking Area, orVehicle Storage Area -attL> 31 -tiff. Comments zp To Existing or Abandoned System on /V07x � To Cutbank (if present) /'/7 95-1 k.f �cla etc. D. LIFT STATION Date Installed Dimensions Size in Gallons Manhole/Access (Y/N) "Pump On" Level at "Pump Off" Level at High Water Alarm Level at Vent (Y/N) Tested for Pumping Cycles during Adequacy Test. Meets MOA Electrical Codes (Y/N) Comments ** Check Permitted Bedroom Rating Against HAA Request ** I certify that 1 have checked, ver'fied, or c Signed Date Company ormed to all MOA and HAA guidelines in effect on the date of this inspection. 92 T 6'5-0 08 Receipt No Date of Payment Amount' $ Page 2 of 2 72-026 (11/84) Laa,set(s-s-tA" MOA No 7 -oaf -cora /oma re t. OF A4AP� 1:� .•�\' •..v II . * �•' r'/ �T6R gnegqs 1 �'S• Vernon L. Roelfs .. ,4 �••• No. CE 5107 ��j 4 AF ••• .: �_� `4%)4eROFESSt3NAMv VEI Engineering, Architectural and Surveying Consultants Serving All of Alaska April 3, 1987 Sue Oswalt Municipality of Anchorage Department of Health & Environmental Protection 825 L Street Anchorage, AK 99501 Re: Septic System Adequacy Test, Lot 1 (Proposed), Block 4, Hundred Hills Subdivision Dear Sue, P.O. Box 774649 Eagle River, Alaska 99577 (907) 694-3574 On September 24, 1986 we performed an adequacy test on the above referenced septic system. The system absorbed 480 gallons in a two-hour period, which is very satisfactory. We exposed the log crib and found it to be in good condition. The septic tank was pumped and the volume was verified to be more than 1,000 gallons. If you have any questions, please do not hesitate to call. Sincerely, VEI CONSULTANTS Vernon L. Roelf , PE Vice President cc Pete Ostdiek ,aa,®aaa®aa e4, • ®� -S a.. .,.t. sa.a Vj Vernon L. Roelfs .% No. CE 5107 a ; Co0 x MUNICIPAL!TY OF ANCHORAGE n DL ;RTMENT OF HEALTH AND HUMAN SE', ':ES Environmental Health DIvinion 825 "L' Street, Anchorage, Alaska 99583, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM /OR Wth.L INSPECTION REPORT Narita Address a L4o/us, 7-„O //zit' DISTANCES, BOX 77/90 8 £t9/ 1e - ,AJC_ f15 77 Vhonelsl / Permit No. / No. of Bedrooms ‘f9-2 tri z 3 LEGAL DESCRIPTION fROM TO SEPTIC TANK ABSORPTION FIELD -WELL- z 60 x69 LUl A Block Subdivision A/Aild 17/WS LOT LINE 3 o 20 Township, Range, Section 1e /iii, SEG: 'I - /"! TANKS FOUNDATION 7_ r. e7 AS -BUILT DIAGRAM 1Show ocabo i o` well, septic system, property fines, toundatiOn, GeSEPTIC ❑ HOLDING Maoutacturm Capacity in ganuns /00a Material .5 7e —L No. of Compartments ANE' ' TYPE OF SYSTEM 0 TRENCH 0 BED 4 "1"""rawZ0 6' G,/ FT Fill added above wigmal grade X14 8'- '4S' ANievehNingth- FT 7 - s Gove,- F� Total absorption area ' 2 ‘ SQ FT Numbpl of toes Installer Sod rating SQ FT GeiNgk 0 PRIVATE Classification (A,B.C) II)Stallei REMARKS: Total depth from original grade Gravel depth beneath pipe Gravel width Distance between fines - Pipe material Date instated /973 WELLS 0 OTHER (Identity) Total Depth Date Instated: FT Cased 10 FT tca/�S ta.va, d .e•.� /sr.J eo eats 4/ 7 a x/914 '/mow 4.74,/id Gr,/% /4 612,,,-Piafe r S'evet 1.75/4ijoiY;7 Scale: / nSD' Inspec/tloons Pertorme - y: �� LBO/s•-,.VIC Date. cenily That this inspection was perlormed according to all Municipal and Stale guidelines in ailed on this dale- Health ale Health Department Approval Date tN;`a.;Ci.. A4_I is 111if:k1 A , T^1 - 1, �a••ti ..a..irs...� l so 0 tom„Vernon L. Roelf • • W / 4 c '. No. CE 511 %'� 11 3 44kii,/ OFESS10'1Pv.. V E 1 CONSUL -ANTS P.O. BOX r, ,9 EAGLE RIVER, AK 99577' ` 'RAGE Date /rf r 7 Ref. No. ❑ URGENT ❑ Reply by ❑ For Your Information L. N Attn.: TO el (907) 694-3574 �` MAR1 `, 1997 subject :LX� MESSAGE A,e, If ,, $-46xpz-, _1(2,6* c.1-1 -1 e. G REPLY fOea2 5iso .Z %1%5 /46.7<e_277 '/7