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HomeMy WebLinkAboutLAKE RIDGE TERRACE BLK 2 LT 13Lake Ridge Terrace Block 2 Lot 13 #051-315-14 GR' ?ER ANCHORAGE AREA BOROI' "4 DbrARTMENT OF ENVIRONMENTAL QUALI~ ~' 3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 270-8686 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME /"'~' E ~/YZ~z; / /.,' SEPTIC TANK: DISTANCE FROM WELL LIQUID CAPACIIY GALLONS. MAILING ADDRESS LEGAL DESCRIPTION COMPARTMENTS MATERIAL INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH SEEPAGE SYSTEM: SEEPAGE PIT: NUMBER OF PITS / LINING MATERIAt NEAREST LOT LINE /'~--/'~' OUTSIDE DIAMETER OR WIDTH J~ ~' '¢~)~,(3J~' DISTANCE FROM WELL /~'~-~ TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) , LENGTH~- , DEPTH BUILDING FOUNDATION SQ. FT. TILE DRAIN FIELD: DISTANCE FROM WELL ~ , FOUNDA~_~ NEAREST LOT LINE NUMBER OF[h~/~~ DISTANCE BETWEEN LINES ~'~'~ TRENCH WIDTH ABsoRPTIC~N~AREA SQ. FT. LENGTH OF EACH L NE ~ DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE TOTAL LENGTH OF LINES I ~b~T~'T A L EFFECTIVE IN. ABOVE TILE__ WELL: TYPEx~?// DEPTH/~k~> DISTANCE FROM WATER >~. . , , BUILDING FOUNDATION. ~ SAMPLE~'~-O~z~/-*-- , NEAREST OTHER ~ LOT LINE ,,,~9 '~ NEAREST .~ SEPTIC (~.~ / SEEPAGE /~,~-~ ~ , SOURCES ~: ,)/') , SEWER LINE , TANK , SYSTEM__ , CESSPOOl. DISTANCES: DIAGRAM OF SYSTEM . . . . . · /'//<-~;~: 1 .,, . . . J~ ' - -~.'~'.~ : J ' : :, . ~*"-"~? ~-~' GREATE1 ANCHORAGE AREA ~)ROUGH ,' ~ HEALTH DEPARTMENT 327 Eagle St. Anchorage, Alaska 99501 279-2511 SEWAGE DISPOSAL SYSTEM - APPLICATION & PERMIT saree 0F APP,,CANTMa,USG AODRESS .d"~.y~_./?,~',.~,0NE N0g'?y:'_-~/ . APPLICATION TO INSTALL: SEPTIC TANK ~ ., SEEPAGE PIT ~ , DRAIN FIELD ., OTHER ~OS~aWT.~O~OW~C~UT~ ,) ~ ~;~'~ BELOW T0 BE FILLED OUT BY HEALTH DEPARTMENT -, ~ ,, AS DESCRIBED BELOW. SIZE OF UNIT TO BE SERVED ~2 ~'~'~ '- - ' ~ . SEPTIC TANK SIZE //0~0.~'~4~I'YPE ~'~-¢~EPAGE AREA TYPE~'~'~ i..~ BIAGRAM OF SYSTEM DISTANCES: Health Authorit I certify that I am familiar with the requirements of Greater Anchorage Area Borough Ordinance No. 28-68 and that the above described sYstem is in accordance with said code. HEALT,'-f OEPAkT?.~. ;[:N T 327 EAGLE- SV'R[:ET ANCHORAGE,. ALASKA 99501 Was Ground klatez- Encountez, ed?.~j~.~ R "adln= Net Droop GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" Street, Anchorage, Alaska 99503 274-4561 Date Received Time of Inspection Date of Inspection REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES FOR 1. Approval requested by: Mailing Address: 2. Property Owner: Mailing Address: 3. Legal Description: 4. Location: ~, ~ ,~ Phone: Type of facility to be inspected Well Data: A. Type ~ ,~ C. Construction . 7. Sewage Disposal System: A. Installed .. ;~ C. Septic Tank: 1. Size D. Seepage Pit: E. Disposal Field: 8. Distances: A. Well to: Septic tank Nearest lot line B. Foundation to septic tank No. of bedrooms B. Depth i' D. Bacterial Analysis B. Installer ~,,~,, ;i. ~.~i; ~,~;., 2. Manufacturer ~' ': 1. Absorption Area ~: ~,~ : 2. Material Total length of lines , Absorption area ~ , Other contamination , Absorption area , Sewer Lines ~ C. Absorption area to nearest lot line E0-034 (1/74) Paee 1 ef twn oaees ,_ ~,,P~ge'2 Qf,~wo pages - Req ~ for Approval of Individual S · & Water Facilities Legal Description Comments Appro ~ . ~ Disapproved Date / / Approval Valid for one year from date signed L// Greater Anchorage Area 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) MUMCPALITY OF ANCHORAGE Development Services Department \ xu `= Phone: 907-343-7904 On -Site Water & Wastewater Section �_y_� Fax: 907-343-7997 0-51 Parcel I.D.-41*�5-315-14 Certificate of On -Site Systems Approval 1. GENERAL INFORMATION Expiration Date: 7— (q `2 Complete legal description Lake Ridge Terrace Block 2 Lot 13 Location (site address) 15027 W. Lake Ridge Dr Current property owner(s) Thompson, Garth Day phone Mailing address 15027 W. Lake Ridge Dr Real estate agent Day phone 2. TYPE OF DWELLING: 0 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: Private Well Q Private Septic 171 Water Storage ❑ Holding Tank ❑ Community Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ f' Waiver request for. _�;-X�,� �—� �p{ r, Distance: i Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ .5 50 Waiver Fee $ Date of Payment 5 0 Date of Payment y 5 20:� 1 Receipt Number ( G 2 Receipt Number 01 b 29 G COSA # Q5 C 2 j 7a Waiver # OS\ f 21 I oz?_ 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is (are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. In conducting an adequacy test, I attempt to provide a thorough, conscientious engineering analysis of the system in accordance with MoA COSA guidelines and regulations. The reported results describe the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soil condition, ground water levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of this system. All systems eventually fail and satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. Therefore we cannot provide any warranty for future performance, nor can we estimate remaining life of the system. The content of this report is for the sole benefit of the owner listed above. Reliance on this report by another person is at their own risk. Pannone Engineering Services LLC highly recommends buyers hire their own engineer to evaluate this report. Name of Firm Pannone Engineering Services Address P.O. Box 1807 Palmer, AK 99645 Engineer's Printed Name Steven R. Pannone P.E. 6. DSD SIGNATURE System #1 Approved for bedrooms System #2 Approved for bedrooms Disapproved Conditional approval for Phone (907) 745-8200 Date 3/31/21 Slesien •R.' •Ponncna•� F.. CE 8149 bedrooms, with the following stil:Y vi J JJ WA TE ST'_ ER � M T SERVIG'8 `,;��,,,. Original Certificate Date: Y-1 The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA Checklist blue sheet Legal Description: Lake Ridge Terrace, Block 2 Lot 13 If more than 1 septic system on lot: COSA Checklist # of A. WELL DATA ❑ Well log is filed with Onsite (or attached) Date drilled IJA t Total depth UMn ft Cased to �jn" ft Q Sanitary seal is functioning correctly Al Wires are properly protected Casing height (above ground) 24+ in. Date of flow test for COSA 3/30/21 Static water level at beginning of test 53.3 ft Comments B. TANK DATA Age of tank(s) 50 years Tank type/material Measured operating fluid level in septic tank 59 0 Standpipes/foundation cleanout per record drawing Date of pumping � -, K - D-0 D. ABSORPTION FIELD DATA Parcel ID: 051-315-14 Structure served by this system _ Well production at time of test 2.4 gpm Water storage tank volume 0 gallons Well disinfected for coliform test? ❑ Yes ❑✓ No ® Coliform bacteria is Negative Nitrate mg/L ® Nitrate less than MRL (ND) Arsenic ug/L E Arsenic less than MRL (ND) Collected by _ &tlon,e_ . Date of Sample C. LIFT STATION ❑ Required maintenance completed Age of lift station years Lift station material Comments: Which system tested (date installed) 1971 Adequacy test date 3/30/21 © ALL standpipes present per record drawing Results ❑✓ Pass For 3 bedrooms Total measured depth from grade 148 ft (max) Fluid depth prior to test 24 in Measured depth to pipe invert from grade 6.3 ft (min) Water added 450 gal ❑ N/A — pressurized field 30 New depth in © Monitor tubes go to bottom of effective. If not, state 240 depth into effective Elapsed time min ® Code -required soil cover over field Final fluid depth 24 in ❑ System presoaked Absorption rate 450+ gpd (Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) date of test) _ Gallons introduced gallons If yes, enter date Comments/Deficiencies: COSA Checklist yellow sheet E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) ® Septic Tank/Lift Station on Lot > 100'95* if No Community Sewer Manhole/Cleanout > 100' ❑ Yes if No ft F7✓ Yes if No Neighboring Tank > 100' [Z] Yes if No ft Private Sewer/Septic Line > 250 Yes if No Absorption Field on Lot > 100' Q✓ Yes if No ft Holding Tank > 100' 121 Yes if No Neighboring Absorption Fields > 100' 50+— Animal Containment > 50'✓71 Yes if No ❑ Yes if No ft if No ft Community Wells > 200' Manure/Animal Excreta Storage > 100' Water Service Line > 10' Community Sewer Main > 75` Yes if No ft ✓iP] Yes if No From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' ® Yes if No ft Surface Water > 100' Yes if No Property Line > 5' 0 Yes if No ft Wells on Adjacent Lots: if No Absorption Field > 5' 0 Yes if No ft Private Wells > 100' Fv� Yes if No Water Main > 10' F71 Yes Yes if No ft Community Wells > 200' Q Yes if No Water Service Line > 10' Yes if No ft If septic tank is under driveway comment below ft ft ft ft ft ft ft ft From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' ® Yes if No 111 ft If absorption field is under driveway comment below Property Line > 10' Yes if No ft Wells on Adjacent Lots: Water Main > 10' ✓l1 Yes if No ft Private Wells > 100' [✓ Yes if No ft Water Service Line > 10' 121 Yes if No ft Community Wells > 200' ❑ Yes if No ft Surface Water > 100' F71 Yes if No ft F. ENGINEER'S COMMENTS *- Tank installed in '71, Waiver on file. **-Advantex field. --- S + ok, —Z--rA c 1 &fl ty tW2 YI-> G? -00C --L& 7- G. ENGINEER'S CERTIFICATION l certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. yL3 COSA Checklist yellow sheet OF A/ Ale co \ r f' ('annorie CE 814.9 n �� .� 'i�P • .... • 'fit �� � Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@panengak.com April 12, 2021 Subject: Lake Ridge Terrace S/D Block 2 Lots 13 Drainfield to Foundation Waiver Request I am writing to request a Separation Distance Waiver be issued for the existing wastewater disposal field on Lot 13 and the existing detached garage. The foundation wall of the garage is located 13 inches from the cleanout (center of a four foot diameter concrete rings). The drainfield was constructed in 1971. It is a crib, with concrete rings and concrete top. The concrete rings are surrounded by sewer gravel. The outside dimensions are 12 foot wide by 27 foot long, with six feet of effective depth. The top of the crib is 82 inches below ground. A clean-out/Monitor Tubes was found when the snow receded. The Clean-out is approximately 15 feet from the Crib's clean-out. It appears to be a monitor tube that was installed at the eastern edge of the drain field. It was found to be d ry. The garage was constructed in approximately 1980. It is a single story garage with a truss roof and standard spread footing. The bottom of the footings are 48 inches below ground level. Based on the dimensions, the spread footer is sitting directly on top of the concrete rings and lid. The side that is over the crib is the gable end. The loads were analyzed and found to be negligent, or about the same as the soil load. The drainfield portion is under the concrete slab and no settlement has occurred over the 30 plus years it has been in operation. In my opinion, this waiver request meets the above criteria for approval and does not constitute risk to health, and a waiver to the minimum separation distance should be granted. The proposed installation will not affect the future development of the surrounding or existing lots. If you have any questions or concerns, please contact me at (907) 745-8200. Sincerely, _�®mm�annun_ Steven R. Pannone, P.E. Owner/Civil Engineer t'a.O. Box .1.807: Pak-ner, Al< 996415-180'17 Telephone: (907) 745-8200 FA,: (907) 74-5-8201 Pannone Engineering Service, LLC JOB TITLE ' `�=` - d P.O. Box 100217 -13 Anchorage, AK 99510-0217 SUBJECT Phone: (907) 272-8218 - Fax: (907) 272-8211 www.panengak.com�gY. CHECKED DATEfF� SHEET OF WA et,� c -A? LL 40 fk-' :->L ; e0eq -- ! :'Z (404 + $CC - - t -. - (so) w 1 0, %S .ma ga era `" C.V,, fb&n " q utz 6-r -r?aeJv- te-� 1"o iri U -5-f G n 7,t*Ic-.�- 5� & :: 14 Is- 1012 5 t p_.. 2y LA,6 (laM's r r -z ".% 'kA5 to—OA I B 2B 3B WN I. - IM 4B 3B 2B B 4 Infinitely Long Footing 3 I: Mn . B 2B 3B 4B B 28 3B 4B Square Footing 11B Pannone Engineering Service, LLCJOB TITLE mal VI=E lM%r, f°<{ ;10' '� P.O. Box 100217 Anchorage, AK 99510-0217 SUBJECT Phone: (907) 272-8218 a Fax: (907) 272-8211 b www.panengak.com B C , CHECKED DATE !,( l—"�' SHEET OF Parcel I. D. 051-315-14 Municipality of Anchorage On -Site Water and Wastewater Program (907)343-7904 Certificate of On -Site Systems Approval 1. GENERAL INFORMATION Complete legal description LAKE RIDGE TERRACE B2 L13 FS� l�FyS'i`1\..fY'H� N Y TL014 Expiration Date: 2 - e 4 - / / Location (site address) 15027 WEST LAKE RIDGE DR EAGLE RIVER AK 99577 Current Property owner(s) ROGER CHUMBLER Mailing address Real Estate Agent 2. TYPE OF DWELLING: E Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 3 Day phone Day phone 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Q Individual x❑ Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public_. Water System ❑ Public Sewer n Waiver/Variance request for: ABSORPTION FIELD TO PROPERTY LINE ­­- _ 0, Received by:114Ufi Date: COSA to be released n in er, unless otherwise requested by the engineer. COSA Fee $ �Jo2( Waiver Fee $ OV5,14 Date of Payment 5,113 IN Date of Payment 6! 30q Receipt Number 0,2 J 7 7 Receipt Number (qa W COSA# anclu ly Waiver# Q 'Sp/q/116 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm SPURKLAND ENGINEERING Address 203 W. 15TH AVE.,STE.202A, ANCHORAGE, AK 99501 Engineer's Printed Name LARS SPURKLAND 6. DSD SIGNATURE Phone 279-3916 Date 5/12/2 14 �,�•QF 4��e� lir ptr 7 tr� System #1 Approved for bedrooms SPUPKLA:,ND; System #2 Approved for bedrooms j��J 1 '0 Geo: Disapproved Conditional approval for bedrooms, with the following stipulatons: By: Original Certificate Date: %� (� C Theni ' ali of forage Development Services Division (DSD) issues certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. - 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet f � . If more than 1 septic system is on the lot: COSA Checklist # 1 of 1 Structure served by this system 1 Certificate of On -Site Systems Approval Checklist Legal Description: LAKE RIDGE TERRACE BLOCK 2 LOT 13 A. WELL DATA Well type PRIVATE Date completed 1971 Total depth 158 ft. Date of test Static water level Well production If A, B, or C provide PWSID # Sanitary seal (Y/N) Y Cased to 40'+ ft. FROM WELL LOG WATER SAMPLE RESULTS ft. Parcel ID: 051-315-14 Well Log (Y/N) N Wires properly protected (Y/N) Y Casing height (above ground) 24+ in. AT INSPECTION 5/1/14 g.p.m. 4.7 Coliform NEG colonies/100 mL Nitrate ND mg/L Arsenic NO ug/L Date of sample: 5/1/14 B. SEPTIC/HOLDING TANK DATA Tank Type/Material SEPTIC/CONCRETE Tank size 1000 gal. Number of Compartments Foundation cleanout (Y/N) Y' Date of pumping 5/24/13 * In utvAl Rco . C. ABSORPTION FIELD DATA Depression over tank (Y/N) N Pumper JRS PUMPING ft. g. p. m. Collected by: ANSON MOXNESS Date installed 8/1971 Cleanouts (Y/N) Y High water alarm (YIN) N Date installed 8/1971 Soil rating (g.p.d./ffz or ftz/bdrm) 155 System type SEEPAGE PIT Length 27 ft. Width 12 ft. Gravel below pipe 6 ft. Total depth 9 ft. Eff. absorption area 468 ft2 Monitoring tube Y— Depression over field N Date of adequacy test 5/1/14 Results (Pass/Fail) PASS For 3 bedrooms Fluid depth in absorption field before test 0 in. Water added 465 gal. New depth 1 in. Elapsed Time: 15 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 "Pump on" level at _ in. "Pump off' level at— Datum t- Datum E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot 95'* Absorption field on lot 100'+ Public sewer main NA Sewer /septic service line 25'+ Animal containment areas 50'+ Cycles tested Manhole/Access(Y/N) in. High water alarm level at in. Meets alarm & circuit requirements? On adjacent lots 93 On adjacent lots 1001+ Public sewer manhole/cleanout NA Holding tank NA Manure/animal excrete storage areas 100+ SEPTIC/HOLDING TANK ON LOT TO: Building foundation 4 * Property line 51+ Water main NA Water service line 10+ Wells on adjacent lots100+ ABSORPTION FIELD ON LOT TO: Property line 0 Building foundation 10+ Water Service line 10+ Surface water —t30 Curtain drain 50+ Wells on adjacent lots 100'+ Absorption field F+ Surface water 100'+ Water main NA Driveway, parking/vehicle storage 10+ F. COMMENTS *SYSTEM INSTALL 1971, REQUIRED TANK TO WELL SEPARATION DISTANCE WAS 50'. ** SEE WAIVER LETTER. G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name LARS SPURKLAND Date 5/12114 COSA brown sheet 10-10-12.doc (F�p�rr�0�a�c� Environmental Consulting and Design Municipality of Anchorage May 12, 2014 Development Services Department On Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, Alaska 99519 Subject: Lot Line Waiver- Lake Ridge Terrace Blk 2 Lot 13 15027 Lake Ridge Terrace Ladies and Gentlemen: I am writing to request a lot line waiver for the septic system absorption field at the above referenced property. The existing septic system was installed in 1971 and consists of a 1000 gallon concrete septic tank & a concrete crib style absorption field. A surveyed property as -built located the crib monitors approximately 5 feet from the southern property line. The property to the south is developed with the existing septic system approximately 10+ feet from the property line. The system has operated in this configuration for 43 year with no adverse impacts to either property. The current configuration of this septic system will not prevent wells and septic systems from being installed on the adjacent lots and no adverse impacts are amiciapated. In 1985 a detached garage was built. It appears that there may only be 4 feet of separation between the edge of the septic tank and the garage foundation. The septic tank is a cylindrical concrete tank is not impacted by the garage. The septic system has function satisfactorily in this configuration for over 30 years with no adverse impacts. The absorption field cleanouts are approximately 90' from the edge of the lake. In 1971 the minimum required distance between and absorption field and a surface water was 25'. If you have any questions or concerns, please contact me at 279-3916. Sincerely, Lars S'purkland, P.E. Civil Engineer 203 West 15'b Avenue Suite 202, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (866) 354-1597, Lspurkland@gci.net C3 w a o0 0 ama o r 00 5.� o 3� +p mFo m w N 0 r mm �3a0 arty NQ m Q «r ttoopa m vN� m ,p F n �o p m 00 —o ,0_..=a3v ° c p m --me Ma '00 00 m C f �`0vi3 o1D X00 m o m 0. - ? m s 0=00 DF p m D= S 0 10 m=1 03 p 3 0 0 O m m am ,m m 30� orm r osmQa o x 0 0 3 ?m m s vm w 3 m m M D 0 _^ N 0o c D. a w<' m o � v30 °ate m m w Ln o` �v o c3 I o� cn- v N O O N O m1 (7) CD W o----------- T— o Ac — r z� v �m D z r- mz z m m v n D M r z m 21 LAKE RIDGE DRIVE c*> 0 oOr (n c c fn -n � z��v--4-4cm D-11 4 K Z v O O Ln 0 N O) Mmm x' -u55 z z 0> z D 00 0 2 m m \ � >a C k aO W£ � elk or & Yi �, ph\ \ 3S0 P Tq ONE �''A,y TORy c Cit � o 6yv e OFS,k �0 ell ° °aaaaHOg �F ;A O N m r r r C n n n C w ro 00 \ ro me < ;� z� v Xm m O m 2 K: mZ z r { N r r r C n n n C w ro m ro < m r z m z z _ A O O N 2 m PiX rn NCA D [n rn D p O o C Z V -O C N F F `! OOi-