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HomeMy WebLinkAbout0170 GLENEAGLE DRIVE - Health 170 Gleneecgle Driv;- C mterville A 191 151 i III_-!___JJ J4RECYCLpp CO, 7] (((�. llll � 2 t 12534 No UPC HASTINGS. MN I. l4 No. 11003��'I -�► — - Fee 4 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes r PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 0[ppfication for Miopoear *pgtem Construction Permit Application for a Permit to Construct(X)Repair( )Upgrade( )Abandon( ) KComplete System ❑Individual Components Location Address or Lot No. 170 C l e✓1&m1he r i✓''� Owner's Name,Address,�►d Tel.Nq. 5_0 7 7) 1f 9 Let W w0 Oehrervi 1l e, MA C fealrick W. �:cha.ra, Assessor's Map/Parcel 1 Q IS-1 at kn d ff Le4 r17,_, Installer's Name,Address,and Tel.No. ©g— 3" Designer's Name,Address and Tel.No. ex 8ev;16kCf"rL �ohsr,"�r-"on Q SS prsi�` Po sog 6 28/ Fore,} 1 e M A, 02G q y 16 y Ko r'r)e Lee Type of Building: 025�/O Dwelling No.of Bedrooms 13 Lot Size 154-021 sq.ft. Garbage Grinder(N©) Other Type of Building S F H No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow T30 gallons per day. C lculated.daily flow 3 30 gallons. Plan Date 0 O Numbel of sheets Revision Date Title d r) fropo S'-_ a tit S 109 Size of Septic Tank 5'00 C-4-A Type of S.A.S. 1%4rn10P1S «..,,J Srov),P Description of Soil A .SGti1 u✓Y, 11 y1i &492q TO CcrAr-g e scl !32 .0 Nature of Repairs or Alterations(Answer when applicable) �✓ ©�S j�u r%rDr�) Date last inspected: Agreement: The undersigned agrees to ensure the constructi and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the n ' nmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this e Signed Date Application Approved by 1 - S Date .� Application Disapproved for the following reasons Permit Na.�In � -- a�/ Date Issued M1 Fee-Qvv3 computer: - THE CO Entered inMMONWEALTH OF MASSACHUSETTS - A Yes PUBL"IC HEALTH DIVISION-TOWN OF BARNSTABLE., MASSACHUSETTS �. " . Application for Oizpaal *pMem Congtruction Permit Application for a Permit to Construct X)Repair( )Upgrad( )Abandon( ) KComplete System ❑Individual Components Location/A'ddress or Lot No. O c le✓1c��ANO /i ve Owner's Name,Addresw�and Tel.NQQ. JrD 77/ 3`719 0 1 W L10 ifekire1-ville, /r k, a r.iCk t,✓ 1� I A���sor's Map/Parcel '91 !5 1 r- n / �- LG.�a cr e�✓1 i P i v Installer's Name,Address,and Tel.No. 5©�—g 3' Designer's Name,Address and Tel.No. Sob., y0 000� C_ R� 8ev#1-A ua C`otn5rvacn'on ess /.�r°siciol Fnce _,.R.."..._S. PO. 8 t 622, Fore�rfu�e MA, ©2�uy 16N KCA7ha.1'oe L,-e &>,,- I?) Fula - l�I Type of Building: 02 Sy0 Dwelling No.of Bedrooms ' Lot Size 15— sq.ft. Garbage Grinder Other Type of Building S F H No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3 30 gallons per day. Calculated daily flow 3 30 gallons. Plan Date 2 O Numbe of s�h/eets S Revision Date Title 1 IC)i NOW)) — 1'O c�S� !1 SE'-- C V1 Size of Septic Tank 1,5-1 �,ce 1. Type of S.A.S. 1YY1 bPrS a.-J SToM` � Description of Soil / 2 0- 7/ A C4 0 /c� �Du✓v, 7 70 Cct�4rSe .5C4 . y ��2 �i✓�e rGr�� S Lc `,Dy1 k Nature of Repairs or Alterations(Answer when applicable) (Ile k' (f onT f r t Date last inspected: Agreement: The undersigned agrees to ensure the constructs t(and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the n onmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this BrjLe�,4,r��� Signed Date S Application Approved by Date .Y U Application Disapproved for the following reasons Permit No. Date Issued .5 e THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed(**�) Repaired ( )Upgraded( ) Abandoned( )by R S Qe v1 6a�au CA C 0 V1 Gj Vtdct C04 at 17 a G lov► �� Jo Qr ✓?_ f er1T P✓tir l�to has been constructed i accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.R 00 j o?)/ dated S o 5 Installer pa 13e%�,-.,�.�uu L'nns7yr,I�`Tilic� Designer 13 S ,fie S,M� The issuance ofithis p rmi�not be construed as a guarantee that the sy tem,,�j Al functi2�2- - --------------------------------------- No. designed. �. Date r I I /"1 0 V Inspector /.tj�l(200 3 —a/1 Fee Uv THE COMMONWEALTH OF MASSACHUSETTS , .• _� PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Misspogal *pztem Construction Permit Permission is hereby granted to Construct Repair( )Upgrade( )Abandon( )� System located at / 70 G dl and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of thi ermi . n Date:_ S A10�— Approved by _ / . TOWN OF BARNSTABLE Z LOCATION SEWAGE0V� VILLAGE, AS SSOR'S MAP LOT 1 ` to SO INSTALLER'S N . &PHONE NO.WJ aL � SEPTIC "DANK C�ACITY LEACHING FACILITY: (type) oUIon NO.OF BEDROOMS BUILDER OR OWNER ton PERMITDATE: 5 — �" U 3 COMPLIANCE DATE: 19 0 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by �2oor®F/,louse, L-�A -- g 9 ,3 :5� TOWN OF BARNSTABLE ��\\ LOCATION O SEWAGE #20V�—Z VILLAGE I IfYALY-V I I J ASSESSOR'S MAPA LOT 1 `�y !SI INSTALLER'S N NE&PHONE NO. SEPTIC ;ANK CAPACITY " Z a 0A V M LEACHING FACILITY: (type)q�)X OU ) NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: 5 — �-" 0 3 COMPLIANCE DATE: llblzol Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by Z ®N/i1Q 'Bill, Im i4 L-TA - 2 - 2 �5' Nov 09 04 02: 25p John Falacci 508. 775. 5085 p. 5 Town of Barnstable M a� Regulator-y Services 3 ? Thomas F. Geiler,Director Public Health Division Eo `` Thomas McKean,Director 200 Main Street,Hyannis,IXIA 02601 Office: 508-8624644 Fax: 508 790-6304 Installer &Desiaair Certification Form Date: Designer: �c Installer: V'� -, Address: . L�GGY�s Address: .t'&&6u ozs�{-o. D2� - was issued a permit to uistail-a (date) septic system^at r.,�t - e, �11 ,'-has6T6 i a design draw�a by (address) .��� i'L�--• dated Z__=_`1._,� �j (desigaer) X I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic-system referenced above was installed wz*h major changes (i.e. greater than 1 ' lateral relocation of the SAS or any,vertical relocation-.of any component of the septic/system)but in:'accordance with State & Loc e alitions. 'Plan revision or certified as=built by designer to follow. �A OF As6"9c o? JEFFREY yG EDVAN '. (Installer's Signature) CIVIL NO.33489 .... ., ....._ _ . .4... - .,:._ .. .._. �.__�.. ,•...... ADO .. \���� FFSS/ONALENG A`A sx: er's S gna e) (Affix l7 grief's Stamp Mere) EASE RETURN TO BARNST'A I'E" UBLIC.RALTH_DMSION. .-.CERTIFICATE OFZ:COMPLIANCE WILL NOT BE ISSUED IJ1 TEL BOTYsI:-"THIS" FORM AND AS- BUILT-CARD ARE RECEIVED BY THE BARNSTABLE I' LIC HEALTH DMSION. THANK YOU. Q:Health/Septic/Desigaer Certification Form Town of Barnstable P# Its, q IME ` o . Department of Regulatory Services > ,STAB,� Public Health Division Date A S e 200 Main Street,Hyannis MA 02601 3 �� a `h FIVE) Date Scheduled LI 2� Time Fee Pd. ( 66. IAPR 2 8 2003 Soil Suitability Assessment for Sewage Disposa�o,N�vi BAnIJSTABLE ,pp p HEALTH DEPT. Performetj d By: �C��� I`ti/ Witnessed By: J -�'-- y ` yL,(�CATON� GENERAL INORM'ATIUN` Y . Location Address 'r 7 D j 'Dr Owner's Name A S C&141 V{I� Address / Assessor's Map/Parcel '_�, j Engineer's Name I✓C���j�� 1YLG NEW CONSTRUCTION x D _REPAIR Telephone# �d� " � / — b j Land Use �Q ,lt-iti� , F- - Slopes(%) 4 Surface Stones Distances from: Open Water Body 7 ISO ft Possible Wet Area ZSo ft Drinking Water Well /Y b ft Drainage Way ft Property Line 7,0 ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) Hof � . 2 b ON o 4 2 r Lot Parent material(geologic) QU W,�-%k Depth to Bedrock Ljv Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face ` ��0 '-Estimated Seasonal High Groundwater Y I 5y DTEIMLYNTxONORSE'AS'U'NAL HIGH'WATER T.ABE �! ...,u ...„k. a 3' ! ...,: .,.,k,• �. ,...__ °!....................,..; ..... .:,,._, Method Used: �. C e • ,f' Depth Oliserved standing in obs.hole: /lf(/�'t.?J in. Depth to soil mottles. N in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment n. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level r PRGATU1�T J)dfe �i9 s...3xk Observation Hole# Z Time at 9" 62'r T Depth of Perc Time at 6" Start Pre-soak Time @ �� '47 Time(9"-6") End Pre-soak '�-0 2� �(�l. 6 f �(f�i �G✓' Rate Min./Inch 2, • Site Suitability Assessment: Site Passed x Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back---------- Q:HEALTH/W P/PERCFORM EECp OSI�VATYQ1� d' , �.OG Toli�#n 3i t3>...... ........k.,. li Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel b _ $�f A o 16 R. Vi No jZp d-W P t own c� �b Yle 6 f �eta Sob So -76 C z {-cKe 7 q Cep S- 6- lull C 3 Gol�iu-e �p Yr- y4 Depth from tl Soil Horizon Soil Texture Soil Color Soil. . Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel D -7` o _ 14 R-V7. lia fb lae6q "T-a I b yp. GA. St►,10 -132 cz Z� 6l6 GCe II E ■}/�y', v,.�10. 1 JhSEY2 3 �3 Y 33 3 D ,, ..... x Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel ain ,iI � P3® ISTRAT> ONFT®'LE .,_.......... ..,..Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulders. Consistent %Gravel Flood Insurance Rate Map: Above 500 year flood boundary, No_ Yes X Within 500 year boundary No X Yes Within 100 year flood boundary No X Yes Depth,of Naturally Occurring-Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? 8 5 If not,what is the depth of naturally occurring pervious material? Certification / I certify that on 7 R S (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required tr ' ' g, ertise/and e per'ence described in 310 CMR 15.017. Signature Date 7 2S- 6 3 Q:HEALTH/WP/P R FO 67.51 67.12 1 1 1 1 \ BSS • '� � � HOUSE \ DESIGN I \ 72.74 \ i I LOT 39 L BOX ' \� c 1 � \ �, LAND SURVEYING 67.22 L 10" Do jBLE OAK �`�' S 7828 20 E CIVIL ENGINEERING STOCKADE FENCE LANDSCAPE ARCHITECTURE 10" OAK 145.23 73.88 73.85 ,71.870 \ '' x 73.63 - - � x 72.38 � o --67_ _ I 97 15.4' �? ' 10 BL OAK 1 6 O \ 10" OAK 66.64 -� ■ 73.0 R 5 I \ 072.27 14" OAK /� ., BSS Design, incorporated - 164 Katharine Lee Bates Rd 7*19 00 GALLON 48 O' , 3 73.94 0 O " L C /NG CHAMBERS 1;_" PINE d Falmouth Massachusetts 02540 W 4' OF'STONE /N 1 OR/ WAY Z \073.14 �� 508.540.8805 FAX 508.548.8313 B EN, 2.6' AL I °nj 12" K I 8" OAt �• >>3 c' '�� S/ E & .4' OFF OS. '� 0 7 •o 1 v � 70.80 ■ ,i \ 43.2 , B T. AREA 1 ' X29' \�IQ � I 70.78x \ Qo1� \ ,� \ \ U) I ` 66.18 ^ 1 x 72.11 \ \ 14" MULTY TRUNK 6APLE � 1�Q UJ 10" PINE 72.81 x \ \ CS74.94 O , \ 0 s .az \ #1 ` 0 72.a6 \\ \\ I E13�ti� D 22 10" O ikK ©71.60 \ I 0 1 A' (g 71.16 1 OAK O \4,a t0 >(; \ 20' 1 '� \ SPOT RAIt STE W. ss` ` 66.24 O ; ' 0 ,-0 W 'm 1.2.. OAK ; FENCE ® >. _ r I 0 V �, Q 0 .77 \ 0 \ ` U) V) 65.82 DB3 P71C ='o \ 1n LU > _ >! 67.9s NK \ W ^ Z 12" PINE \ \�I W z o \ 8.' OAK V1O W\ 072.24 ry \ 0 sE En a CATCH BASINS / p 7o.1a O O A _ .2S \ 28' W o U of 3: 65.39 65.51 x Y :.T j W 71.85 X \ x 72'.51 `\ LEGEND: a W 65.44 Q 16 71.03 � m 1 \ W V) fn LI J U a 3 10 OAK x 70.60 EXISTING SPOT GRADE n z Q MA/N TAP & a a, \ #2 x 70. \ 72.80 \ LIJ E CORP. STOP 1 1 070 5 \ ©71.41 } \ PROPERTY LINE J W \ w , W •� 10" PINE \ LOT 40 , CS o CONCRETE BOUND U WT \ 71.93 0 \ 0 oX M TOP BASIN s.23 3 CURB 29'I \ \ LLII \ Q cl� 0 241' 12" °oAK 15 01 SF I TEST PIT AND PERC. TEST 0 0 ( V = 65.51) 6 STOP I 11"D/A. P� OO 70.6 \ z UJ j Cu / I WATER SER\9CE 12" OAK 12" PINE , \ T E `IST1NG TELEPHONE WIRE �( Q z J a . 71 A WIRES -_� v 65.32 1 O .22 \ x 7zs3 OH-W EX STI'IN�'G-OVERHEAD Q - Q TEL 6Ox 14 3 W m 66. 3 7 ' '20" y�` 7o.a6 G EXISTING GAS SERVICE U1 ,L J O Ir 69.71 � 8 28 \ I x 67)74 1 8"�K } x 7,.ea EXISTING WATER MAIN F- 5 S - �t "' o / 65.31 I `\ 1 �/ cO= EXISTING UTILITY ROLE 0 a z ry CD 1- 71.2t 71.08 z \ \ 1 I NOTES: scot„=20' CD 'IT a w I \ \ \ \ HOUSE LOT 41 1. HOUSE No. 170 GLENEAGLE DRIVE date O O_ J 64.66 I \ Ir 6s 7 a. � ss.oi " \ \ 70 95 2. ASSESSORS No. MAP 191 PARCEL 151 APR. 29, 2003 a W \ \\ \ 3. ZONING DISTRICT. RESIDENTIAL C (RC) drown " Q o \ \ 4: FLOOD ZONE: ZONE C EJP/LMP/JER W W 1 C-D64,54 w g4,g7 5. SPOT GRADE ELEVATIONS ARE BASED ON 0hecked 101 0 U z 64.40 x GRAPHIC SCALE TOWN GIS MAP ELEVATIONS, TOP OF job -number-Cc o Lv 20 0 10 20 . 40 ; 80 CATCH BASIN GRATE, ELEVATION 65.51 3047 caCC n g 6. DISTURBED AREAS SHALL BE RESTORED title.; WITH 4 OF LOAM AND GRASS SEED. SITE PLAN ( IN FEET ) 7. LOT COVERAGE (BUILDING): 17.8� 1 OF 2 cc: .1 inch 20 . it t drawing number P9-23 FF ELEV. 73.5 INSTALL CONCRETE RISERS AS BSS REQUIRED TO BRING COVERS AT LEAST ONE SEPTIC TANK (INLET) WITHIN 12" OF FINISH GRADE D E S 1 G-N COVER TO BE WITHIN 6" OF GRADE FOUNDATION BY OTHERS 71.5 PROPOSED GRADE 70.5 70.0 70.0 68.5 EXISTING GRADE LAND SURVEYING CIVIL ENGINEERING PVC PIPE & FIRST 2' SHALL 2 RISERS LANDSCAPE ARCHITECTURE FITTINGS 1/4" Per ft. 68.0 BE SET LEVEL 3' MAX. 1.5' MIN. 31 66.17 f} 1/4" per ft. min. " CLEAN BACKFlLL TOP ELEV. 67.0 LIQUID LEVEL s" 1/4 per ft. min. BSS Design. Incorporated 66.91 10 14" Q - 2"(1/8"-1/2")peostone 164 Katharine Lee Bates Rd 1 �0 0:. •r r. ,r •4� S Falmouth Massachusetts 02540 67.33 3 1 4' 66.51 a q;�•.�, ®%B o r-0 0 0 �'e'y®sue ••®' as DOUBLE-WASHED STONE, I If G.B. 66.66 66-34 '•, 1a+ :•_ +� o 0 0 0 0 .B•g:;;y:ae..;a�:s 2 SEE NOTE 3. 508.540.8805 FAX 508.548.8313 CELLAR SLAB 64.17 '4�&a�1a,*-* a;e. o 0 0 0 0 :o•'. r•ai..•:s•.a -2.6... i- 4'-10" i 2.6'--I PROVIDE TEES & GAS BAFFLE � 20° 10'-6" 7' 16" 2 08 5' MIN. V) r.. f;.. SEPTIC TANK DISTRIBUTION BOX TWO 500 GALLON LEACHING CHAMBERS O HIGH GROUNDWATER r 1,500 GALLON SOIL ABSORPTION SYSTEM 3 HOLE AASHTO - H10 (NOT ENCOUNTERED) H-10 PRECAST SEPTIC TANK (DB3) PRECAST LEACHING CHAMBER - H10 w W " DESIGN CRITERIA w N o SUBSURFACE SEWAGE DISPOSAL SYSTEM (n �- NOT TO SCALE NUMBER OF BEDROOMS 3 brm 0 a J (W DESIGN FLOW 110 gpd/brm a- (n CD D TOTAL DAILY FLOW 330 gpd 0 (n (n W U d• W UJI W L GENERAL NOTES CALCULATIONS TEST HOLE DATA J Q � 0Q 1. All system components shall be installed in accordance SEPTIC TANK: PERC. RATE: < 2 m.p.i. ASSIGNED in "C" layers I UJ o with the State Environmental Code Title V. Minimum DESIGN FOR USE WITHOUT GARBAGE GRINDER TAKEN BY: Jeffrey E. Ryther, P.E. Z W CD o Requirements for the Subsurface Disposal of Sanitary v Lu 330 gal/day x 200� = 660 gal/day WITNESSED BY: Sam White, Barnstable Health Dept. Q Q z J Q; Sewage, and any local rules which may be applicable. � 1,500 GALLON MINIMUM REQ D DATE: April 25, 2003 J U- _ 2. The Health Department & BSS Design Engineer X o p g g 1,500 GALLON H10 PROPOSED a- Z) o f- '> must be notified when the system is installed, and prior No groundwater, encountered at 11 below grade. 1n G J CD O °; to backfilling for inspection. F- m o - •�- LW 3. The. stone around the leaching chambers shall consist of washed U) tr I- �- g SOIL ABSORPTION SYSTEM.: SOIL LOG O a stone ranging from 3/4 to 1-1/2 inches in size and be free ,:^! a- Q ~O W TWO GALLON LEACHING CHAMBERS Z o_ of iron, fines, and dust in plaice. The stone shall be covered 500 G � � � Q a = J U - _ TH#1 TH#2 with at least a 2 inch layer of washed stone ranging from END TO END, 4 APART, W/2.6 OF DOUBLE o 70.2 0 69.5 0 stole WASHED STONE ALONG SIDES & 4 OFF ENDS. 1 1 A 8 to 2 inch in size and be free f iron, fin and us A SANDY AM SANDY LOAM Q / / ee o o es, a dust S LOAM " " NOT TO SCALE - 69.5 8 68.9 7 LU in place. 0- 4. The grade above and adjacent to the leaching facility shall slope B LOAMY SAND g LOAMY SAND dote 23" 23" APR. 29, 2003 J at least 2% to prevent accumulation of surface water. 68.3 67.6 CD p LEACHING AREA PROVIDED: STATE TITLE V Ct MEDIUM TO drawn 5. Sewer pipe shall be 4" diameter schedule 40 PVC or .equal COARSE SAND C1 MEDIUM TO z at 1/4 per foot (2%) slope min. SIDEWALL=(2(10.0 )+2(29.0 ))x2.0 x(0.74) ss.o 50" COARSE SAND LMP/JER LLJ6. Flow equalizers. shall be installed on the ends of all outlet = 115.4 gal/day C2 FINE SAND 64.2 64" checked pipes inside the distribution box. BOTTOM AREA = 10.0' x 29.0' x (0.74) a 7. Contractor shall notifythe Engineer if he/she encounters soil 214.6 gal da 62.2 96" job number Q 9 / / y C2 FINE SAND 3047 conditions other than those shown on the soil log I c3 COARSE SAND TOTAL LEACHING CAPACITY = 330 gal/day title CD z 60.2 120" SSDS DETAILS DRY 58.5 132" 2 OF 2 DRY o drowing number P9-23 I , t t , r i - i 4 24 ,2 At0-LN`1lL• i%4.,ti�� lr— I a I I � I ..._. _ ....._. ..�. .,✓r r s _ _ __._ rr . 508.42 8 -6191 (EevIin _ m �j esig s — - - copyngn; 1999 . ":O.:Sit�cf:FIYEU'TMAMw- All Ri9r.fi ----� Reserven 1 CU r 1 i I I I �_ V �I f'"tY.-- � �T•.1 It I I;I ( �II I 13�._.',4ri7•.:O:A...'fiYj¢.. 4°r7'.o.u.PJ]O¢ � � i 7A uLH¢'C v✓L.J•�'1 __ .. ' _��`� _- 1 I III i 1 .24 24 N Vl.. p..iF�i F LL- .. �{.W c+. ----_. �i /ATiQN. �-rYt>�cPL) 0 J Ai Pr elimtnary plans and layouts by D.C.D.zre for the use of !heir customers only Any other use is stnc❑y prohtbrte ASPHALT �Wqt .Ec'ZZ _dLilAA. C.uiTE2...._....:.. �_ •t:C:.::iHli15L`a.—r r. a W -- P P Za-2STI.TSUL. 0 [1 E.M.FIVLL Or.l, - i II U LL ...�....:._...REArZ...E_EVA•7Lof-J CA' ro). I � �I I 0 s t0! 5.:4- 5:4.. .. .... .. 29 .0': ..- _. ..._ i r.._..1. r. i N, I • r' THK.C..aC.SLAB--'► m — ,o ; di i 0; .. - CA:9•.... :. _.. ri,y. .......:._ L.9 - fn:9 - .... -.Co:9'. co 9':. <e'.9 fn:9 _ I 01 I I C I 2�X 2e X 7 R THK.FTG.FOR 3 1;<^^' 4 CO!1C.Ftli=O LALIy COL. f. m: ..r....9..."�Gr=F�T 1•� I .C4).2.:.10's .../h"Av. 3 - SCALE J � AS NOTED v/4CO1 a IDP.:Y.20T. 508.428.6191 m!m I.. 0evl i n •tS.. .F02CN.:. ((�� f11 B'TN}C tlMALL4 ON 1i•X 8' T d•d POST CASED)..... _ ly TNX KEYED FM I D esigns r —.i L.._..._..._._ nsTex��CPurl...:__... opyngn - 2001 i c tc I� All Rights N .: 0!2 YCo GC'FILLEO SONO TUBESc• �• ._.CO.v.PACT F.� 'X1 IL FT". v: 0' 0 t: 19 i Q a . ....... ..._... ... . Id O Z Q J 's � .FOULIDA�iOt•.1rL:Af.I ('a'-�o) A2 i Q 2 Pr enminary plans ana layouts Oy D.0 Dare for the use o1 tneir customers only Any otner use is su;uty Prone Dite 32.Q^ . 1_I mg i0 /L m N 10 � r £W O I �^ _ • r N C , , I i I I r , 3 I nM1 m >m F i I f 'I W r ,FTr,C I_' 0 , rtN P - tp fq p b. I i TT 4 �N I I 3 ?T 0 i 6 in �b it � o m � r I i . b, P o � _ p° a ,, cj Ji N. m . , D D O O' �. � :t � A �w l ► ///,�{� N {,jjjrvrvmyyy°555 I 92�/e''aTUG3 OD LF m C fD m �• m.,Q to O n; 7 0o co ry ,o N `. �t