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HomeMy WebLinkAboutHERITAGE HILLS Block 4 Lots 1-3 and 6-8 H2O Informationi -hen 1m- 112,3,(5,1 9-K 1 rr� ris u U !!r� DEPT. OF ENVIRONMENTAL DIVISION OF ENVIRONMENTAL DRINKING WATER PROGRAM http://www.state.ak.us/dec/deh/ f: n / r H, II.. ni L6Irl,) LI VAfrl CONSERVATION f / HEALTH / / FRANK H. MURKOWSKI, GOVERNOR /555 Cordova St. Anchorage, AK 99501 Phone: (907)269-3076 Fax: (907) 269-7650 Sarah Rvghndec.state.ak.us CERTIFIED MAIL 7002 2410 0005 3104 7042 September 12, 2005 File: Heritage Hills S/D Block 4 Lot 8 P W SID: 216033 Carolyn Favorite 5201 Huffman Road Anchorage, AK 99516 Re: Public Water System Reclassification from Class C to Class A Heritage Hills S/D Lot 8 Block 4 Dear Ms. Favorite: Our files indicate you own a well on Lot 8 Block 4 of Heritage Hills Subdivision. Our files indicate this well serves lots 1, 2, 3, 6, 7, and 8 of Block 4 Heritage Hills and that Lot 1 of Block 5 may also be connected to this system. According to the Municipality of Anchorage records, the total number of bedrooms on the Tots 1, 2, 3, 6, 7, and 8 of Block 4 is 16. The ADEC Drinking Water Program uses maximum design capacity for assessing water system classification. Residential homes have a maximum design capacity of 2 people per bedroom. Based on this, the system is designed to serve 32 people (16 bedrooms x 2 people). Drinking Water Regulations define a Class C water system as serving Tess than 25 people. Class A systems are defined as serving more than 25 residents. Based on these definitions, your public water system is a Class A public water system. Your water system will be required to meet the minimum construction standards of a Class A public water system. You will need to hire an Alaska -registered Professional Engineer to submit a request for approval to operate a Class A public water system. This request will need to address the construction standards as well as separation distance requirements of a Class A well. The checklist for Drinking Water Engineering Plans should be used for this submittal. It can be found on our website at http://www.dec.state.ak.us/eh/dw/dwmain/engineering.html. This request for operational approval will need to be submitted to our office by December 15, 2005. In addition to this, routine sampling will now be required of the well. Jamie Stazel of our office will be in contact to help you with these requirements. Separation Distance Waiver, heritage Hills Block 4 Lot 8 Any person who disagrees with this decision may request an adjudicatory hearing in accordance with 18 AAC 15.195- 18 AAC 15.340 or an informal review by the Division Director in accordance with 18 AAC 15.185. Informal review requests must be delivered to the Division Director, 555 Cordova St., Anchorage, Alaska 99501, within 15 days of the permit decision. Adjudicatory hearing requests must be delivered to the Commissioner of the Department of Environmental Conservation, 410 Willoughby Avenue, Suite 303, Juneau, Alaska 99801, within 30 days of the permit decision. If a hearing is not requested within 30 days, the right to appeal is waived. If you have any questions regarding this reclassification, please contact me at 269-3076. Thank you, Sarah Rygh, EIT Environmental Engineer Assistant cc: Jamie Stazel, ADEGEEI/DW Program Joe Goodall, Municipality of Anchorage On-site Program CONTRACTING ENGINEERS & ASSOC. 1801 Stanton Ave. Phone: 279-1792 Anchorage, Alaska Consulting Engineers ENGINEERING REPORT HERITAGE HILLS SUB. WATER SYSTEM Water system for: Block 4, Lots 1, 2, 3, 6, 7 and 8 Total lots served = 6 A. General 1. The system as designed will serve the 6 lots in this subdivision as noted above and as shown on the attached drawings 2. The system as designed could be expanded. 3. There will be no industrial activity which will affect the requirements of this water system. 4. The estimated daily water consumption assuming 100 g.p.d. min. and 3.25 people per residence and 6 residences is 100x3.25x6 = 1950 gal./day, or 1:9 gal./min. This is the present and future requirement. The capacity of this system is based on the peak demand computed as follows: Assuming for each lot: 1. bathroom group with flush tank 2. kitchen sink 3. laundry tray Total supply fixture units per lot = 11 For 6 lots the load on the system in supply fixtures units is 66. Engineering Report Heritage Hills Sub. -2- With this load the supply demand is equal to 34 g.p.m. for approximately 20 minutes or 680 gal. With the installation of one 82 gal. hydro -pneumatic storage tank with 1/2 effective volume for storage on each lot served and one in well house, the total storage for this system will be: 82x1/2x7 = 287 gal.Required pump capacity = 393 = 19.6 gal. per min. or 1176 gal. per hour . 20 5. The source of water for this system will be a deep water well located -as shown on the plans. The well will be drilled and cased with a 6" casing to praient ground water contamination. The top of the casing will extend at least 12" above finished grade with no pit around the casing. A well house will be constructed over the well to allow all electric controls to be located at the well. The well house will be insulated and weather tight, It will have a daylight chin and will be electrically heated to prevent freezing. A pitless a arm ptofr'C1511 not be used and the discharge pipe will come out the top of the casing and will be connected to the distribution header in the well house. The casing will be sealed. 6. All development in this area depends on wells for their water and the acquifer which this well will penetrate has proven to produce water of a quality suitable for household uses. Prior to public use the water from this well will be tested for quality. EMwaL aik)aNset B. Permafrost is not known to be present in this area. C. This is not a surface water source. D. Purification is not anticipated or proposed. E. Pressure will be maintained in the lines at all times by the use of a submersible pump with a minimum rating of 1180 gal. per hour with a discharge pressure of 60 p.s.i. and a depth to water level of 120 feet. (Jacuzzie Submersible Pump No. 15S4C or equal). If the depth to water level is such to require a larger pump, then a pump of adequate size will be installed. To minimize fluctuation in pressures, a hydro - pneumatic system consistingof one 82 gal. pressure tank will be located in each residence and one in the well house. Pressure loss in the mains at peak pumping rate is negligible. Engineering Report Heritage Hills Sub. F. The distribution lines will be constructed with approximately 100 lin. ft. of 2" NSF approved water pipe. Service connections with a corporation stop at the main and a curb stop with service box installed at the property line or easement line for each lot will be constructed as part of this system using 60 lin. ft. of 3/4" NSF approved Type K copper water pipe. 2. There are no special features in the distribution system. 3. The distribution system will be installed with a minimum of 10' cover over the distribution lines. 4. The system will be located in glacial till at the depth specified. G. Water will be stored as specified in "E". 2. Fire protection has not been provided. H. Cost Estimates Construction Well with 6" casing 200' at $15/ft. $3,000 100 lin. ft. 2" WL installed at $6/Lin. Ft. 600 * 6 curb stops installed at $200 each 1,200 Submersible pump and riser pipe 700 $5,500 Maintenance cost estimated to be $400/year The following minimum distances from points of possible contamination to ground water supplies willbe exceeded: 1. Any contamination -- 40 ft.. 2. Sewers, septic tank, disposal fields - 80 ft. 3. Seepage pits --120 ft. *Curb stops include service connection. Eighty-two gal. hydro -pneumatic tank to be installed by each builder as lots develop. CONTRACTING ENGINEERS & ASSOC. 1801 Stanton Ave. Phone: 279-1792 Anchorage, Alaska WATER SYSTEM CONSTRUCTION SPECIFICATIONS General All materials shall be of types shown on the plans and shall conform to these specifications. All workmanship shall be according to good practices of each trade. Safety precautions shall be observed to prevent hazards to property, life or equipment through caving earth, electrical lines, flooding, fires, traffic and other potential causes. The site shall be kept free of accumulations of trash or debris from the work. Upon completion of construction the site shall be left in a neat and clean condition, graded to drain to established channels. WATER LINES A. Materials 1. P.V.C. pipe and fittings shall be schedule 40 Type 1-1120 normal impact hi chemical resistant N.S.F. approved or equal. 2. Galvanized pipe shall be of galvanized steel pipe conforming to ASTM specification A 120-68a; of galvanized wrought iron pipe conforming to ASTM specification A. 72-68, standard weight. Joints shall be threaded and threaded couplings with N.P.S. threads shall be provided. 3. Copper pipe shall be flexible seamless pipe, Type "K" conforming to ASTM specification B-88-66. • 4. Valves, Gate Valves shall be brass body bronze faced gate valves, pressure tested at 250 p.s.i. Service valves shall be Mueller Co. No. H-10202 or approved equal. B. Construction The trench shall be excavated to the depth shown on the plans and as staked. Galvanized pipe shall be installed by screwing the joints tight with suitable pipe wrenches. Approved pipe joint compound or white lead shall be applied to all male threads only prior to assembling the joint. Changes in grade or alignment of galvanized pipe shall be accomplished with fittings and not by bending the pipe. Copper pipe shall be installed by laying it in the trench and assembling the joints. Threaded fittings shall be screwed on to their mating fittings before soldering. All pipes shall be assembled at a joint before that joint is soldered, and the entire joint shall be soldered at one time. PVC pipe shall be installed and joints made as recommeded by the Manufacturer and only approved materials used. Changes in grade or alignment of the P.V.C. pipe shall be accomplished with fittings and not by bending the ppe. Before backfilling, all newly installed water lines shall be tested for leaks by filling the lines with water and examining them under normal system pressure. C. Disinfection 1. After testing and after all leaks are corrected the newly installed water lines, well and pump shall be disinfected by filling with water solution containing not less than 100 ppm of available chlorine. The solution shall be retained in the system for a minimum of four hours and then thoroughly flushed from the system. DETAIL A NUT HOLE TO F/T. NUT /1/4-A, 6'" NO. 8 COPPER SHEET LI_U BRAZED TO NO 2 COPPER WIRE ORIGINAL THAW WIRE h 2"MIN. SPL IT BOLT CONNECTOR CORPORATION STOP USE FLEXIBLE COPPER TUB/NG OF SAME SIZE TO CONNECT 7V SERVICE LINE EXPLODED V/EW - THAW HIRE CONNECT/ON RUBBER COATED NQ 2 THAW WIRE SEE DETAIL A (TYREX OR EQUAL) WATER MAIN CORPORATION SERV/CE STOP SOFT COPPER LINE CURB STOP December 26, 1972 Contracting Engineers and Associates 1801 Stanton Avenue Anchorage, Alaska Subject: Heritage Hills Water System Dear Sir: The As-Builts for the subject water supply are satisfactory for those things of which this Department is concerned pend- ing the approval of the Alaska Department of Environmental Conservation. Sincerely, John R. Lee, R.S. Environmental Services Supervisor bb cc: December 27, 1972 Contracting Engineers and Associates 1801 Stanton Avenue Anchorage, Alaska Subject: Heritage Hills Water System Dear Sir: The As-Builts for the subject water supply are satisfactory for those things of which this Department is concerned. Sincerely, John R. Lee, R.S. Environmental Services Supervisor bb cc: Mr. Kyle Cherry Alaska Department of Environmental Conservation Sr DEPT. OF ENVB gONMENTAL CONSERVATION January 8, 1973. WILLIAM A. EGAN, GOVERNOR SOUTHCENTRAL REGIONAL OFFICE MACKAY BLDG. 338 DENALI STREET ANCHORAGE 99501 Mr. Glen A. Buff RECEIVE» Contracting Engineers E Associates 'A i', 91973 AM 1801 Stanton Avenue Anchorage, Alaska e�ar.EeF�rvvR©runeNrq�q����yp SUBJECT: Heritage Hills Water System -As Built Dear Mr. Huff: We have reviewed the as -built plans for the subject project and will require that satisfactory chemical and bacteriological analysis be furnished this office before final approval on this project is given. Yours truly, Kyle J. Cherry Regional Environmental Engineer KJC/,cg cc: Rolf Strickland GAAB-DEQ •r,.1%dt—•i. vvvLovviyin i i.i-iuulli-iV ur 1-1L/4O1\1-1 IlltU TELEPHONE (907) 2n-4014 P.O. BOX 4-1276 2603 ARCTIC BLVD ANCHORAGE, ALASKA 99509 e fi WATER ANALYSIS REPORT OPERATOR CONTRACTING ENGINEERS & ASSOC. DATE December 28, 1972 LAN NO tVELL NO Water Well LOCATION FIELD FORMATION COUNTY INTERVAL_ STATi Alaska SAMPLE FROM Heritage Hills REMARKS & CONCLUSIONS• Clear water. Meets American Public Health Association specifications for human consumption. Total hardness as Calcium Carbonate, 98.0 mg/1 = 5.7 grains/gallon Cations Sodium Pots: -main Calcium 1 agna-1nm Iron 42 1 26 3 Total Cations . meq/1 1.87 0.03 1.30 0.66 3.86 Anions Sulfate Chloride Carbonate Bicarbonate Hydroxide 9 0.19 10 0.28 0 207 3.39 Total Anions 3.86 Total diarolved talidda, mg/1 NaC1 ftinivalent, mg/1 Oba rved pH Na Ca Mg Fe 197 7.6 Specific re titans Q 611°F.: Ob¢e:rved . . - . 39.00 obae_aoeae Calculc cd - . - . --- elm -meters WATER ANALYSIS PATTERN Scale MEQ per Unit Sample above described ••••••••••••••••••••• :■■■N•N N■■■■■■■•■■NNN■N.Y.■■■YNN■N W ■•N■■■•N .a•..NanWNWN...a. W WNMYW.N■..Y.. WW1 .M.....Y.NN.NN.MOM I .Nn..N. 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WC..•■_M.. . ...YYMM;;;;;;;;;;;;;;Z;;;;;;;;;;;;;;;;;; M W af.....a..M.l• l.a... a W ■ l:■M..■a■•.M•■.■M .■.N.■■■..NWM.Wa ■ .NN.N NNa•■.N■N.M.SSSN.W.■a..a.a.N■M•• •■■.M••..N••.......M.N....■N.I.YWM■•1•W■an.Ma C1 10 Na HCO3 1 Ca SO4 CO3 1 1 Mg Fe ..!. MMMMMMMMMMMMMMMM W :::T .aa ::'.••a::::••••W: ••ilti ummmm.N NM.CMYM. •}�.R�.J. al..l CN.Iaa...�N.:.l.a■a C aR...•.a1• ..■■..aa laalMM } aN .lallMaaC..aal..aCaa �1 ..yyMMNa'a•■.l: ...N}.l Nw..lf--t.CC *su .MM■■.l• : NC:a:N\.Na■:y■N.N.aRM...N.NNN•. •1 a ■aN .l�1• .. J 14; 1 .. ■N.fU..■ EMI •.} •....a a• :••Maus.•■:: C N■•N■a.M.'.NMNM� w55Ci .:•• M.haMM.■.M ■•• �,,-.�5. .W.•.\ ::::::C:::Y �aII* (Na value la shoal grepha includes Na. K. and Ll) NOTE: Mg/1-Ltilligrams per liter Msq/1_ Milligram equivalents per lits -odium Worlds equlvelant-by Dunlap .& Hawthorns calculation trona coaapaaosto Cl HCO3 SO4 CO3 43 0 0AILSOK y. 7-, • • SRA I-100 013E • 1 Ii iii4 • 113R 1131A 'MALLEY a • • • 112-11,- ilf, i 110 • .E1 t9 ji • • i/ " r .. . „ ilt61 ilE " lie- a OW IN , , , ' - • . . - ? . - -, .r.' ' . - : ) , V • ,`?, • • a 0 •V • c -i -?:7-: ilriT • • " 21 • • HU/FMN a 136 ige a a 1Gc - 210 3o_i V_', 'HU 1100 , 15.) • • • • a a , F -,-, 15 11* • 03 04 • • • ALE. \,1 • • - —VF ---Yo " —Jo atJ c\a AP E, I Ng 9. L." 1 • Vfs• .; I•. -SR& I o<3 • I. • • -:• • ROAD • • . • • jcE 174 164 165 173 —4®>- 175 180 DeArmoun Road Area Reference Map -P14 (C) 1974,IH June 9, 1972 Contracting Engineers and Associates 1801 Stanton Averuu' A.nchoraot. Alaska Attention: !Gerin Huff, P.E. Subj=ect: Water System Serving 6 Lots in Heritage Hills Sutdivisi©n Dear Pr. Huff: Th:Greater Ancf orge Area Lornugt, Department of Environmental nual it.y has rcvirwed t'r s enrin'..crino rilans and s -cifications for t" su'ject water system. We nave the fnflowinq comments: On page 2, item '= where it indicates that the yell house 011 gave a daylin=-:t drain, vo 4:111 recuire not this drain he ader!rateiy screened to nrcvent rodent ontrance into th•' well house. ender ite, r, where it states that prior to pu`1ic use tio. water from this well will i -o! tested for quality, we will also ask that prior to pu?:l is use this well s r<a11 also he tested by c'on ical analysis wit' co,ios being supplied to tOis office. The third and final item regards the 3 radii around this well. All protective: radii around this well shall he filed h'` recorded easement in tho District Pecorde r`s office with a copy being supplied to this Department for our files. Witn the above requirements taker: into consideration, this water system is approved for those conditions wit; motet this Department is concerned. We would caution your client, however, that prior to construction to tris water system, a similar set of ;Hann is to be sutmittod to Mr. Kyle Cherry of the State Department of Environmental Conservation for his approval. Once the project is complete, we will expect complete as -built plans and thr c ein1cal analysis and protective radii recorded easement documents to ?'e supplied along wits too as -built engineering. Should you have any questions regarding our review of these plans, please contact the undersigned. Sincerely, Rolf Strickland, R.S. Assistant Director June 1, 1972 Reliable Builders 458 West Dimond Anchorage, Alaska Attention: Jerry Brutin Subject: Sewage Disposal System Serving Lot 12, Block 13 of Heritage Hills Subdivision Dear qtr. Drutin: On October 19, 1971, this office sent you a letter concerning the subject sewage system. You reported to this official that the existing septic tank would be utilized as a holding tank until the summer of 1972. You also stated that "r. Charles Hight had installed a seepage pit on the lot under the now existing driveway. Upon talking to Mr. Hight this week, he stated he had not executed the above work nor was aware of such a pit.existing. Also, there is no evidence that the "holding tank" is being pumped regularly. Therefore, this Department requests that your company upgrade subject system within 30 days from the receipt of this letter. If this situation remains unchanged,after the specified time, this Department will start court proceedings against you. If you have any questions regarding the above, please do not hesitate to contact this office. Sincerely, Tim Rumfelt Sanitarian bb UNE 07 a-asEa DEPT. OF ENVIRONMENTAL CONSERVATION January 12, 1973. WILLIAM A. EGAN, GOVERNOR SOUTHCENTRAL REGIONAL OFFICE MACKAY BLDG. 338 DENALI STREET .ANCHORAGE 99501 Mr. Glen A. Huff Contracting Engineers $ Associates 1801 Stanton Avenue Anchorage, Alaska SUBJECT: Heritage Hills Water System -As-Builts Dear Mr. Huff: This acknowledges the receipt of the chemical and bacteriological analysis for the subject water system. This letter represents our final approval on the project. KJC/cg cc: GAAB-DEQ Yours truly, Kylrry Regional nvironmenEngineer RECEIVED A rr-. ; 51973 AM GREATER ANCHORAGE AREA ROROUp H DEPT. OF ENVIRONMENTAL QUPILity GREATER ANCHORAGE AREA 1, JG 104 West Northern Lights boulevard Anchorage, Alaska 99503 Plat Status: Preliminary BOROUGH; Engineer • health )eoartme'it Public Works Department Sand Lake Fire Department School District Street Names Tax Assessor Alaska Department of Highways Alaska Railroad Anchorage Natural Gas Corp. Central Alaska Utilities Chugach Electric Association • S— 2186 Date. 11/17/70 CITY OF ANCr 0RACE. Fire Marshal Municipal Light & Power Department Property Management Officer Public Works Department Telephone Utility Traffic Engineer Water Utility GAB Telecommunications, Inc. rIatanuska.Electric Association Matanuska Telephone Association Assistant Superintendent of Mails Re: Subdivision / Res.and_*Risisxxxixxliaxxkinn Description of Property: See attached plat. Owner: C. Wilmoth et al. Gentlemen: UPI 11.1'Eit A� ALO RGI: ?At �IIC�,.�y Lim Petition has been received by the Greater Anchorage Area Borough Planning .and Zoning Commission for the proposed Subdivision of subject property. Attached is a copy cfthe proposed plat. Will you please submit your Comments in writing, specifying any e;se:aenits or of-er requirements that your department or agency ;:-gay- need, If we do not hear from you by 12/4/70 you do not wish to submit any comments. If you have no further use for the attached print, please return it with your comments. , we will assume that Enclosure Planning Department BIF 0 a M N N { LL 0 N 0 0 0 2 4) r J s O N SEWARD -�C CERTIFICATE OF OWNERSHIP AND DEDICATION / UNSUBDIVIDED ROBERT W. CROSS, 1 F 2 0 n x o 0 a 0 za F z wto z O w W N. ¢ 0 C� ' O = 1' Z 0 z (0 2 L.= 1 0 a Q 0 CC VI a Q w w ONQ w= a x= S e o O Z > 3 IW- C41 Z a W Q o >03 X to F- Z F W d N 2 m 0 Q3 J O 0) x Oa • O F.a O N 1- m x 41 > 01 wa. > 0 o 1-- O LL '':i N N F N W 0 O a 0 > a J FW- Ld N ¢ 3 a 0z 0 N 0. « x x x W _u, F -0o UNSUBDIVIDED ROBERT W. CROSS S0°01'W 610,00 Z J 2 a a 0¢aw O a F ¢ K a) Z 94 zK a a 0 Z o 0= (0 • O m Q Co O W CDma10 a o z w > a o 01- M a F- a w J') O Z O. a rc N H W 0 z > x a > w w O F- ZO m.. m K >'...1 Zo aa W za 0(.6 Sd a z Oa z NF N 0 W .O ON 1- O w m W Ur 0 O X O a 0 W O F- 1- W a x W 0 0 x.1Z O IL 1-1.0 w a 0 0 LL w o F a z N o Z w O Z LL O O H X >W OaFaF- w m n M 3p a z UV) 0a Vw)W z - T F- 1- K F z 50.00 4- 80.00 w LIBERTY ROAD 01a1 0030‘0.00 0l oN O) N 3 150.00 3` ' Ws D s` v 100.00 0 c,o 01 Is N I'n 000®ti N LA a I. v -BLOCK M m _ N •+ - --", /00.00 1100.0? 100.00100.00- o 3 Se 160.00 o w ._ 21 #C,'L 'tY/�. SIO '� 1.' <I �.:O o -I z 0.2 () 1 - w. SIO'' n 0 N OD u0 Q a O CO 'o N o op, 130.00 'NJ 30 30 o 8000 m 100,00 a Q. 100.00;80.00 . a `. 180.00 - 480.00 0 8 FREEDOM 660.00 NO°01'E ROAD 2- mKK� ~�IjI�,9A 1 00 I y1 Q O m L110.00 M 100.00 0 O 0 BLOCK 100. v A $ ?0000 O N M O 0 t,+HREE 100.00 I' W N d p VIM 80.Op,ao/� - Irl �q r3§°- xm tJ (i[ oW10 oto 9.2 100.00 1.100.00 00.00 ' 10000 -100.00- 11 0 110.00 , 100.00 00 10.00. 0 1� 4�1 O 100.0 .SNS r ; 10.00 T TITIp - w o 0 ) Ip �� :s«� o •"-• 1 8100 ';'=',`�i o O m m HERITAGE N0°01'E 660.00 ROAD m 180.00 MJ 480.00 'O M ` ' ,Y/ J»' O W O u > (b 9 O (• i� 160.00 30 .6 30 F_ co 80.00 6 0 0 O `)>• ci Cf' o M N B1.,043W-11jOa 100.00. o' O M 0 M 100.00 i ' Y0 ` N :b iN FOU' o IIL nSG_ JI' - 0 O - ;' £= 1100.00 -100.00-" j a •.: • ", •a: 100.00 3 7 X00_ O uo O o )(i o p1 i (o n a _-116"(.: h- o co m m NJ)M F '-" v 02 f-,•-• a mrJ 50 30 d ry V �[ 80.00 o O 01 0 8 m % m 310°01•E .0 480.00 100.0( 80. m o m TRACY READ m �3 6 3 56.7 N214 s OS 4g 69 NrM mina 3 o O .i M V O(p h 2 •�F o r) 115.00 ��,t1,1\ - . o co 80.00 10 o o O tN 140.00 145.00- 110.00-i 115.0 100.00- 50' UNSUBDIVIDED ROBERT W. CROSS 8 M SURVEYOR OF REGISTERED CERTIFICATE LEGAL DESCRIPTION 0 w J N 0 w 6310 2737 v. P 0 a 'O '0 8 O o > CO f a N OI LUZ I- 2 O 0 Z .M z a O K _f 6' 8 W W W ¢ z Q 10 K 0 F- 0 Q WN 1-O O z J xa41I - N3 crs a Q a 2 (.5 CO n K E w W x W a. J O 0 O N Q n Fa0ua J W Q > LL K J LL a Z Q ¢ _ > 0 O W F-5 W N O�0Fw w F 2 Z w O = O =ao oa W 1- N 2 N °O W 3 o- J O z 0 WO FK ZOOOW00OFZWLLZFWZwWOWw QNWxNQ0W o- 0 zO-MN a O W O - M F' O 1- W _ Z H q 01 O 0 0 R m a 0 l0 F - Q W m 0 O 0 m N Z ce 2OW NFK; W0W0w WW zWx 2Ww n Q0m 0 N 4 0 l0 0 N 0 -J a 0 11: a 01 W x a O O 1Y a 2 f W a W F 3 = t- W O q rc W z O O HUB & TACK SET ON ALL LOT CORNERS EXCEPT AS NOTED. } 2 O a N 11: z O O 0 0 0 m J Q Z 0 ? 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