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HomeMy WebLinkAbout0013 THANKFUL LANE - Health 13THANKFUL 6c el L 4 �3 I 1 f 1 �r i � f 1 TOWN OF BARNSTABLE C, 40-�-1II AT10N /; �hGd�,�1L Lw SEWAGE # 0 LAGS' ASSESSOR'S MAP & LO 'O 33 INSTALLER'S NAME&PHONE NO. ,(5�+ /0 art Caves�. .a a✓ y�4 SEPTIC TANK CAPACITY /5-re) G*C LEACHING FACILITY: (type) So®C..f 14 CA6.J 6�L (size) L3,5 oc�' NO.OF BEDROOMS BUILDER OR WNER PERMITDATE: COMPLIANCE DATE: 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 Q G,�" n� `1 w w w �- No. �D .. _ C> 0 FEE C>b COMMONWEALTH Of MASSAC14USETTS Board of Health, 'IS6 w<1*P,C.6' , MA. APPLICATION rOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct(L-r'Repair( ) Upgrade( ) Abandon( ) - Z�<omplete System ❑Individual Components Location .. 1.3 Owner's Name M c, ACJ-471 NON Map/Parcel# 3 cY Address 13 TH f}Pk FV L &A PF Lot#"'µ 3 3 t Telephone# lja e-- 4/b 7-7 Installer's Name ' Designer's Name �.� � Address Address QN7uST� S�N� iL Telephone# Telephone# Type of Building Lot Sized IQ96 sq.ft. Dwelling-No.of Bedrooms Garbage griO Other-Type of Buildin � oF <@ f S 5 ��yp g No.of persons Showers ( ),Cafeteria ( ) Other Fixtures Design Flow (min.required) q��� gpd Calculated design flow ', Design flow provided gpd -a Plan: Date to - g—� I Number of sheets Revision Date Title 'k u.:6ne— D 16 tU Description of Soil(s) 14 1-J' Soil Evaluator Form No. Name of Soil Evalu � Date of Evaluationq-17-17 DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned a s to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and $n �' � P Ys furth Qra ee�to lace m in o eration until a Certificate of Comp has been issued by the Board of Health. Signe Date Inspections w No. r O , ,t• FEE t on b COMMONWEALTH OF MASSAC14USETT Board of Health, 7RA W 5fl% Z.6: MA. APPLICATION FOP DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct(b►pookepairO Upgrade( Abandon( - D'omplete System 0 Individual Components. �w t Location 13 T H I k FUL. C.A N ,t Owner's Name i e K L ACr+971 Na S Map%Parcel# 3 Address 13 TH A► 1<FvL G4 Nb tLot# 0 Telephone# 4/C;0777 1 s Installer's Name Designer's Name 71 5(dfW V ecj.,tw OroqN Address Address Q �rN7,ocrr e- ARS7 PJ lL Telephone# 1 Telephone# — cost r Type of Building o js-' 't G-19L`/062te' Lot Size<71,C88 sq.ft. Dwelling-No.of Bedrooms Garbage gri / -� vv. ► 1�4M <tyh h�R la Other Type of Building tJ-c Of 1 e No.of persons Showers ( ),Cafeteria O ,1 t Other Fixtures hr' Design Flow (min.required) gpd Calculated design flow Design flow provided /O -" "gpd Plan: Date /O oI y' /' Number of sheets Revision Date Title . -5t w Al e c.1A Iy Description of Soils { e G, u 1 — 77 Soil Evaluator Form No. s Name of Soil Evaluf i Date of Evaluation 17 DESCRIPTION OF REPAIRS OR ALTERATIONS t The undersigned agr/�es to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further�aee to nd�t t,o place e in o `eration until a Certificate of Comp�e has been issued by the Board of Health. Signed V�J Date 10 , Inspections .�t v 1qIIi No. - 70 5 FEE COMMONWEALTH OF MASSACHUSETTS,_-- Board of Health, (:ACC f A S-h,' .'CERTIFICATE OF COMPLIANCE Description of Work: ❑Individual Components) CtM omplete System f The undersi d hereby certify that the Sew e Dispos"slem-- Constructed / epaired ( ) Upgraded ( ) Abandonedby: at 13 THANIeFUL' Z..19 P3:T - T has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and rthe approved design plans/as-built plans relating to application No. dated Apwoved.Design o ;T 7 (gpd) Installer Designer:V,4NL'f S01VP,l CAIQM &rffispector• I Date: The issuance of this permit shall not be construed as a guarantee that the stem will function as designed. No. a �7D5 FEE Board of Health,�Ck-/o le MA. DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to; Construct4-�'Repair( ) Upgrade( ) Abandon( ) an individual sewage disposal system at T R A N k Fb L L A as described in the application for Disposal System Construction Permit No.? -*2A , dated v Provided: Construction shall be completed within three years of the date o ermit. All local conditions must be met. Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date X01i '74 a2rd offlealtli� i TOWN OF BARNSTABLE k LOCATION _13 7- 44, 1.., SEWAGE # (J✓ VILLAGE ASSESSOR'S MAP & LO -03 i i INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY 157,6 GivC - LEACHING FACILITY: (type) fooej C;*;r4 C4-4'tf _I.-?, i NO. OF BEDROOMS S— BUILDER OR(jWNjER)L 4 PERMITDATE: COMPLIANCE DATE: 00 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility �� Feet j Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) �1� Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet I Furnished by a G� r9lf .9, 'qtC 9/� zA t .. �- ''act `•�� r;�' - 4 9x7 overhead door COUNTER i o 0 iV 3068 steel oor STORAGE 2i333b • b R i n 12._Z» 730168, steel oor . A Kettleers Storage and Snack Bar Lagadinos Construction February 1993 I „ n f i . . 28'—Cr i 9x7 overhead door COUNTER 0 0 fV lV 3068 steel oor STORAGE =2J3� • o N I IS'—icr, 12'-2„ 30168 steel oor Kettleers Storage and Snack Bar Lagadinos Construction February 1993 I - ----- -' 235# ASPHALT ROOF SHINGLES" - - -' ! 1/2" CDX ROOF SHEATHING 2X8 ROOF RAFTERS 16" O.C. 1 1X8 COLLAR TIES 1 j I ! I 1 2X4 WALLS 16" O.C. 1/2" COX WALL SHEATHING WHITE CEDAR SHINGLES 5" T.W. i ii f 1 I 3/4" T AND G SUBFLOOR 2X10 JOISTS 16" O.C. 2X10 JOIST 2X6 P.T. SILL 3-2X10 GIRT 3 1/2" LALLEY COLUMN 8" POURED CONCRETE FOUNDATION CRAWL SPACE WITH 2" CONCRETE DUST COVER POURED CONCRETE FOOTING 8X8X16" FOOTING CROSS SECTION i i Nick Lagadinos Lagadinos Construction Page 1 308-428-4097 13 Thankful Lane 2/19/93 Cotuit, MA 02635 12 : 37 PM -------------------------------------------------------------------------- COST TABLE BID 178 : SADOWSKI SNACK STAND ------------------------------------------------------ , Cost# Description Un Qty Cost Tot Cost ------------------------------------------------------------------ 1 LABOR CARPENTER $18 HR 50 $18. 000 $1, 118 7 WHITE CEDAR SUB-LABOR BL 41 $15. 000 $615 9 ASPHALT ROOF SUB-LABOR SQ 10 $25..000 $250 12 LABOR CONCRETE FORMING(per LF) LF 108 $8 . 000 $864 13 LABOR CONC.POUR&FINISH(per CY) CY 4 $25. 000 $111 19 1x3 RL #2 PINE LF 71 $0. 234 $17 23 1X4X16 #2 PINE EA 2 $4 .992 $10 24 1X5X10 #2 PINE EA 4 $3 .900 $16 28 1X6X10 #2 PINE EA 4 $4 . 680 $20 31 1X6X16 #2 PINE EA 5 $7.488 $39 35 1X8X16 #2 PINE EA 15 $9 .984 $157 44 211x 8ft. MINI SOFFIT VENT EA 8 $2 . 190 $18 45 1 3/4 BED MLD LF 60 $0.360 $23 50 CONCRETE 2500 PSI 3/4" CY 19 $55.000 $1, 157 55 1X3 STRAPPING LF 304 $0. 070 $22 69 2X4X714" EA 140 $1. 622 $238 72 2x4xl2 SPF EA 6 $2 .948 $19 ! 74 2x4xl6 SPF EA 26 $3 .931 $107 91 2X6X12 SPF EA 32 $4.226 $142 97 2X6X24 EA 9 $13 .620 $129 100 2X8X12' EA 47 $6.080 $300 102 2X8X161 EA 8 $8. 110 $68 115 2X10X24' EA 3 $23 .170 $73 125 WHITE CEDAR CLEAR SHINGLES BL 41 $18.900 $814 130 15# ASPHALT FELT EA 3 $8. 040 $25 132 DOW SILL SEAL EA 3 $5. 000 $16 133 METAL BRIDGING EA 1 $20. 000 $13 135 7' LALLEY COLUMN EA 2 $13 . 120 $28 136 GABLE VENTS 12X18 EA 2 $13 .420 $28 139 5" ALUM DRIP EDGE EA 7 $1. 620 $12 140 235# 3 TAB ASPHALT SHINGLE BD 33 $7.310 $253 153 1/2" CDX PLYWOOD EA 31 $14.740 $480 156 3/411 T&G SYP PLYWOOD EA 24 $18.220 $459 161 PL400 GLUE 32 OZ. EA 8 $4 .800 $40 162 1/4" U-DEK UL PLYWOOD EA 8 $9.720 $82 230 2 1/2" CLEAR COLONIAL CASING LF 36 $0.485 $41 ! 232 3 1/2"CLEAR COLONIAL BASE LF 30 $0. 665 $21 310 2X6X12' P.T. EA 10 $6. 210 $65 400 1/2" DRYWALL S.F. PRICE SF 1008 $0. 680 $685 450 R-11 INSULATION INSTALLED SF 352 $0.230 $81 t + TOTAL OF LINES SHOWN = $8,658 ------------------------------------------------------------------ ----- ''------------------------------------------------------------------------- I i l La adinos Construction Page 1 Ilick Lagadinos g 2/19/93 ul Lane 5,08-428-4097 13 Thankful 12 : 31 PM i Cotuit, MA 02635 4 ----------------------------------------------------------------------------- TAKEOFFS BID 178 : SADOWSKI SNACK STAND - T t OQtyA OU Bas$A A Cost B Cost OU Total Cost I --Item Description-----------Q-y----------------------------------------- ice:..i •v'�'.E: /V�f i� '� e'ci;</ � /-2/l- LOCATIN 0: --_--_ ' WATERO (to property line) 500 500 $$ $1.0.0 500. 00 $0.00 HR $500.00 � LOCATION 0: $500.00 i i ' LOCATION 5: SITE WORK i DIG CELLAR 500 500 $$ $1.00 500. 00 $0.00 $500.00 t CNlJBh' �Q��1 500 500 $$ $1. 00 500.00 $0. 00 HR $500.00 DUMP FEES �JIW�� av�77J� LOCATION 5: SITE WORK $1,000.00 i LOCATION 12: FOUNDATION COLUMN FOOTINGS 3 3 EA $10. 00 $3000-.$25.9�/9 D $55.99 � �4FT WALL 8" WITH FOOTING 108 108 LF $8 .00 $1,730:�50 4 FOUNDATION BOLTS 108 14 EA $1. 00 $14.70 $0.00 HR $14 2 2 EA $25.00 $52 .50 $0.00 HR __$52_50 ej lj�i FOUNDATION VENTS � LOCATION 12: FOUNDATION $1,853.44 LOCATION 20: SLAB CONC.2500 2" SKIM 720j4.444 CY $55.00 264.33 111. 10 Cy -$375-43 LOCATION 20: SLAB $375.43 LOCATION 24: 1st FLOOR SYSTEM PLATE-PT 2x 6x12 R/L 108 10 EA $6.21 $65.20 $0.00 HR $65.20 JOIST/RF 2x 8xl2span 16c 60 47 EA $6.08 300.05 $0.00 HR $300.05 j 2X8 PERIMETER BAND JOIST 720 24 EA $18 .22 459. 14 $0.00 HR $459. 14 4x 8x 3/4 T&G CDX SYP GLUE FLOOR SYS.PLYWOOD 720 8 EA $4.80 $40.32 $0.00 HR $40.32 ,� 2 2 EA $13. 12 $27.55 $0.00 HR $27 .55 71611 LALLEY COLUMN METAL BRIDGING 60 0. 6 EA $20.00 $12.60 $0.00 HR $12 . 60 2x10-241 2 & BTR.FIR 3 3 EA $23 . 17 $72.99 $0.00 $72 .99 DOW SILL SEAL 108 ' 3 EA $5. 00 $15.75 $0.00 HR ----$15�75 LOCATION 24: 1st FLOOR SYSTEM $1, 061.73 i t LOCATION 28: lst FLOOR EXT. WALLS i PLATE-KD 2X 4X16 (2) 108 14 EA $3 .93 $57 .79 $0.00 HR $57 .79 STUDS 2x 4x 7'4" 16c 108 108 EA $1.62 183.98 $0. 00 HR $417. 88 4x 8x 1/2 CDX 8FT.WALL 108 27 EA $14 .74 417.88 $0.00 -$417 8 LOCATION 28: 1st FLOOR EXT. WALLS $659.65 ---------------------------------------------------------------------------- ----------------------------------------------------------------------- E I i I Nick .La adinos 9 Lagadinos Construction Page 2 50,8-428-4097 13 Thankful Lane 2/19/93 1 Cotuit, MA 02635 12 : 31 PM ------------------------------------------------------------------------------ 1 TAKEOFFS BID 178 : SADOWSKI SNACK STAND --------------------------------------- Item Description T.Qty OQtyA OU Bas$A A Cost B Cost OU Total Cost -=-------------------------------------------------------------------------- LOCATION 30: 1st FLOOR INT. WALLS PLATE-HF 2x 4x121 (2) 32 6 EA $2 .95 $18.57 $0. 00 HR $18 .57 STUDS 2x 4x 714" 16c 32 32 EA $1.62 $54 .51 $0. 00 HR $54 . 51 ; DRYWL 1/2" WALLS 81HIGH 32 256 SF $0. 68 174 . 08 $0. 00 HR $174 . 08 _ I LOCATION 30: 1st FLOOR INT. WALLS $247.17 i ,LOCATION 32: GABLE ENDS 4x 8x 1/2" CDX 120 4 EA $14.74 $61. 91 $0. 00 HR $61.91 WHITE CEDAR CLEAR SHINGL 120 6 BL $18.90 119. 07 $90. 00 BL $209. 07 RAKE 1X3 #2 PINE 64 71 LF $0.23 $17.44 $0. 00 HR $17.44 RAKE 1X8X16 RL #2 PINE 64 5 EA $9.98 $52.42 $0. 00 HR $52 .42 I 18X24 WOOD GABLE VENT 2 2 EA $13 .42 $28. 18 $0. 00 HR $28 . 18 �Ix 3x R/L STRAPPING 64 64 LF $0. 07 $4.72 $0. 00 HR $4.72 :2X4X16 RANDOM LENGTH 24 2 EA $3 .93 $8.26 $0. 00 $8.26 j ;2X4X16 RANDOM LENGTH 24 2 EA $3.93 $8.26 $0. 00 $8.26 2X4X16 RANDOM LENGTH 24 2 EA $3 .93 $8.26 $0. 00 $8.26 2X4X16 RANDOM LENGTH 24 2 EA $3 .93 $8.26 $0. 00 $8.26 2X4X16 RANDOM LENGTH 24 '2 EA $3.93 $8.26 $0. 00 $8.26 2X4X16 RANDOM LENGTH 24 2 EA $3.93 $8.26 $0. 00 $8.26 LOCATION 32: GABLE ENDS $423.27 LOCATION 33: CEILING FRAMING j ,JOISTS 2x 6x12' 16c 40 32 EA $4 .23 141.99 $0. 00 HR $141.99 JOISTS 2x6x24' 16c 12 9 ea $13 . 62 128.71 $0. 00 HR $128.71 STRAPPING 1X3 SPRUCE 240 240 LF $0.07 $17. 69 $0. 00 HR $17.69 j DRYWL 1/2" CEIL 81HIGH 240 240 SF $0. 68 163 .20 $0. 00 HR $163 .20 LOCATION 33: CEILING FRAMING $451.59 i LOCATION 35: ROOF MATERIALS FELT TAR PAPER- 15LB 900 3 ea $8.04 $25. 33 $0.00 HR $25.33 DRIP EDGE 5" X10' 60 7 EA $1. 62 $11.91 $0. 00 HR $11.91 ROOF SHINGLES 235# ASPH. 900 33 BD $7.31 253 .29 250. 00 SQ $503.29 a LOCATION 35: ROOF MATERIALS $540.52 .LOCATION 40: EXT. TRIM PACKAGE 1 3/4" BED MLD 60 60 LF $0.36 $22 . 68 $0. 00 HR $22 . 68 TRIM 1X6X16 R\L#2 PINE 60 5 EA $7.49 $39. 31 $0. 00 HR $39.31 TRIM 1X8X16 R/L #2 PINE 60 5 EA $9.98 $52.42 $0.00 HR $52.42 1 TRIM 1X8X16 R/L #2 PINE 60 5 EA $9.98 $52 .42 $0. 00 HR $52.42 211X81 MINI SOFFIT VENT 60 8 EA $2. 19 $18.40 $0. 00 HR $18.40 -j------------------------------------------------------------------------- ------------------------------------------------------------------------------- i ' I i. Nick Lagadinos Lagadinos Construction Page 3 508-428-4097 13 Thankful Lane 2/19/93 j Cotuit, MA 02635 12 : 31 PM ------------------------------------------------------------------------------ j TAKEOFFS BID 178 : SADOWSKI SNACK STAND ---------------------------------------------------------------------------- Item Description T.Qty OQtyA OU Bas$A A Cost B Cost OU Total Cost ---------------------------------------------------------------------------- 1X 4X16' #2 PINE 2 2 EA $4 . 99 $10.48 $0. 00 HR $10.48 , 1x 5x10' #2 PINE 4 4 EA $3 .90 $16. 38 $0. 00 HR $16.38 lx 6x10' #2 PINE 4 4 EA $4. 68 $19. 66 $0. 00 HR $19. 66 ; WINDOW SILL 5/4X6X4FT PT 2 2 EA $5. 00 $10.50 $0.00 $10. 50 LOCATION 40: EXT. TRIM PACKAGE $242 .24 i jLOCATION 42 : INSULATION R-11 WALLS TO 8' 44 352 SF $0.23 $80.96 $0. 00 HR $80.96 , R-30 BATTS 0 0 SF $0. 53 $0. 00 $0. 00 HR $0. 00 GUTTERS ALUMINUM 60 60 LF $5. 00 300. 00 $0. 00 HR $300. 00 LOCATION 42: INSULATION $380.96 ; LOCATION 44: INT. TRIM PACKAGE i WINDOW TRIM DOUBLE 2 44 EA $0.48 $22 .38 $7.40 0 $29.79 EXTERIOR DOOR CASI NG 2 36 LF $0.48 $18.31 $0. 00 EA $18. 31 . 3 1/211 COLONIAL BASE 30 30 LF $0. 67 $20.95 $0.00 0 $20. 95 � 1/4" U-DECK UNDERLAYMENT 216 -8 EA $9.72 $81.65 $80.37 HR $162. 02 1 LOCATION 44: INT. TRIM PACKAGE $231.06 I ,LOCATION 46: FLOORING FLOOR-VINYL 12' ECONOMY 18 24 YD $7. 00 168.00 302.40 YD $470.40 LOCATION 46: FLOORING $470.40 'LOCATION 47: SUBCONTRACTORS ;LANDSCAPING 0 0 $$ $1.00 $0. 00 $0.00 HR $0.00 LOCATION 47: SUBCONTRACTORS $0.00 I ;LOCATION 48: PLUMBING PLUMBING CONTRACT cv 2 , 000 2, 000 $$ $1. 00 2, 000 $0. 00 HR $2, 000.00 ,,4FS 4/S_ LOCATION 48: PLUMBING $2, 000. 00 LOCATION 49: FRAMING LABOR i ,ROUGH CARP LABOR @ $3. 00 720 720 SF $3 . 00 2, 678 $0.00 HR $2, 678.40 i :LABOR EXT DOOR TRIM 2 1.5 HR $18. 00 $33 .48 $0. 00 EA $33 .48 LOCATION 49: FRAMING LABOR $2,711.88 !LOCATION 50: FINISH LABOR ---------------------------------------------------------------------------- i -C---------------------------------------------------------------------------- j 1 , �dr�lp�(iajf:!!Rt;Tkri+btiute�i�?N:W.aa..;.•.. _ .,,.,.. i i. y<.. i :Tick Lagadinos Lagadinos Construction Page 4 J-08-428-4097 13 Thankful Lane 2/19/93 Cotuit, MA 02635 12 : 31 PM ----------------------------------------------------------------------------- i j TAKEOFFS i BID 178 : SADOWSKI SNACK STAND i I ------------P-------------------------------- ----------------------------- Item Description T. t O t A OU Bas$A A Cost B Cost OU Total Cost ------------------------- WD TRIM LABOR 3 3 HR $18. 00 $66.96 $0. 00 0 $66.96 BASEBOARD LABOR PER ROOM 1 1 HR $18. 00 $22. 32 $0. 00 0 _$22_32 1 LOCATION 50: FINISH LABOR $89.28 I ;LOCATION 51: SIDING W.C. CLEARS 8FT WALL 108 35 BL $18.90 694 .57 525.00 BL $1, 219.57 ;WHITE CEDAR CLEAR SHINGL 0 0 BL $18 .90 $0.00 $0.00 BL $0.00 L.T LOCATION 51: SIDING $1,219.57 M pt� t mile,� c'E 7� 'e�,Pf r �iv� JI//1;>s a �. ,. ��'/.0 ,LOCATION 52: ELECTRICAL ;ELECTRICAL CONTRACT 1, 500 1, 500 $$ $1. 00 1,500 $0. 00 HR $1, 500. 00 ELEC.FIXTURE ALLOWANCE 350 350 EA $1. 00 350. 00 $0. 00 HR $350. 00 LOCATION 52 : ELECTRICAL $1,850.00 LOCATION 54: CABINETS MERRILAT SPRINGBROO B-12 2 2 LF 229.00 240.45 $0. 00 $240.45 MERRILAT SPRINGBROOK B45 3 3 LF 465.00 732.37 $0.00 $732 .37 MERRILAT SPRINGBRO BLS36 2 2 LF 449.00 471.45 $0.00 $471.45 iMERRILAT SPRINGBROO SB36 2 2 LF 246.00 258.30 $0.00 $258 . 30 CARP.SET CAB'T FACTORY 10 5 hr $18.00 111.60 $0. 00 HR $111. 60 LOCATION 54: CABINETS $1,814.17 I ! LOCATION 56: HVAC ; HEATING CONTRACT 0 0 $$ $1.00 $0. 00 $0. 00 HR $0. 00 LOCATION 56: HVAC $0.00 j LOCATION 57: DRYWALL/PLASTER : DRYWL 1/2" WALLS 81HIGH 64 512 SF $0. 68 348. 16 $0. 00 HR $348. 16 LOCATION 57: DRYWALL/PLASTER $348. 16 i ( LOCATION 58: PAINTING � FM PAINT CONTRACT 700 700 $$ $1. 00 700. 00 $0. 00 HR $700. 00 LOCATION 58: PAINTING $700.00 LOCATION 60: EXT. WINDOWS & DOORS CUSTOM SERVICE WINDOWS 2 2 EA 150. 00 207.27 $0.00 $207 .27 STANLEY 3-Ox6-8 K-1 2X4 2 2 EA 159.50 334.95 $0.00 HR $334.95 ----------- ---------------------------------------------------------------- - ----------------------------------------------------------------------------- i Nick Lagadinos Lagadinos Construction Page 5 508-428-4097 13 Thankful Lane 2/19/93 ( Cotuit, MA 02635 12: 31 PM I------------------------------------------------------------------------------- TAKEOFFS ' BID 178 : SADOWSKI SNACK STAND -------------------------------------------------------------- --- Item Description T.Qty OQtyA OU Bas$A A Cost B Cost OU Total Cost ---------------------------------------------------------------------------- 9X7 OVERHEAD DOOR CO. 12 1 1 345.00 362.25 $0.00 $362.25 LOCATION 60: EXT. WINDOWS & DOORS $904.47 LOCATION 68: KITCHEN COUNTER BUILD AND INSTAL 36 36 LF $18. 00 803 .52 453. 60 LF $1,257. 12 LOCATION 68: KITCHEN $1,257.12 LOCATION 205: DRESSING ROOM DUMP FEES 100 100 $$ $1. 00 100.00 $0. 00 HR $100.00 LOCATION 205: DRESSING ROOM $100.00 *** BID TOTAL COST *** _ $21,432.12 I1 ---------------------------------------------------------------------------- i " f i i I ' I ( j � i i i . I FF (------------------------------------------------------------------------------- i I -' .. . 7 93 �. NTA QUALITY ENGINEERING L' '2-O 3I0(.:MR. ULI AR fAIEN1 (-)I* ENVIRONMENTAL L M OLC f 'v —3TL 15 n continued lake, pond, stream, tidal water, watercourse, or open or covered drain tributary r�2S ��''��F%� thereto, unless approved by the Massachusetts Department of Environmental Quality Engineering. (12) Connection to Common Sanitary Sewer.' Individual sewage disposal systems or other means of sewage disposal shall not be approved where a crnnmun sanitary sewer is accessible adjoining the property and where permission to enter such a sewer can be obtained from the authority having jurisdiction over it. The Board of flealth may require the owner or occupant of an existing building or buildings. wherever a common sanitary sewer is accessible in an abutting way, to cause such building or buildings to be �} connected with the common sanitary sewer in a manner and within a period of G �iyS. 1 h time satisfactory to the Board of Health. (13) Volume of Sanitar_S_ewwagee. Each unit of the disposal system shall be c�h0 ,� Cr( 0 c�c designed to treat adequately the estimated volume of sanitary sewage to be J discharged from the premises to be served. The volume of such flow should he jn ?�o m� jclpws basrd on the estimated maximum contributory population and the resultant Y maximum expected daily quantities of sewage as determined from the table d ' Or, t{i E)nS below. No cooling water, ground water, discharge of roof drains, or other b ldcazcr or �1ni:� . uncontaminated water shall be discharged to the sanitary sewage disposal \ '^ �S? n9 system. ��---S,nW�Ci Y-�Q_ �McQ SEWAGE FLOW ESTIMATES ( Gallons per Person ape of Establishment Per Day Gk r �v' n 'Boarding Schools, Colleges 65 C Nursing Home and Rest Home 100 A School , without cafeteria, gymnasium or showers 10 School , with cafeteria, but not gymnasium or showers 15 School , with cafeteria, gymnasium and showers 20 Swimming Pool 10 2-�0 -�o Z. �'� Camp, resident washroom and toilets 25 _ /�ep� (� G.{ nc�• '11� Camp, resident mess hall 10 f Camp, day washroom and toilets 10 e,5-- ` Camp, day mess hall 3 Camp Ground showers and toilets per site 75 Gymnasium per spectator 3 Gymnasium per participant 25 Theater, Auditorium 3 Public Park toilet wastes only 5 Public Park bathhouse, showers, and (lush toilets 10 Factory or Industrial Plant, without cafeteria 15 Factory or Industrial Plant, with cafeteria 20 Work or Construction Camp 50 W,,2Q fsi3 r G C 'The applicant should be aware of his obligation to comply with the requirements established by the Division of Water Pollution Control pursuant to M.G.L. c. 21, s. 43. "Estimated sewage flows other than those listed should he considered in relation to actual meter readings of established flows from known or similar installations. Generally. estimated sewage flows will be based on 200 percent of average water meter readings in order to assimilate maximum daily flows. 12/31/86 310 CMR - 292 M. Y t f � f f 77 WIV �wz z V�,5 AU- Q z94 Oe�p A�� - ' � v 00 Pn') FADF—D T,10 Pm BOARD OF HEALTH MEETING AGENDA April 8, 1993, 7:00 P.M. school Administration Building lot Floor, conference Room 280 South Street, Hyannis �su Ll'S I. Hearing Request (New Business) : a�NTi:-�-D.--,�,7:00 Robert A. Szerejko - 4632 Falmouth Road, Cotuit, Town wikk Co„A;('on Ordinance Regulation of Wastewater Discharge, 1.2 acre lot, existing 2 cesspools, applicant requests --'Vy0tL bp permission to construct an addition to the book store, total septic system flow would be 460 gallons. 7:10 J. Robert Cannon, A & B Canco Company, West Yarmouth. Proposes to locate a septic transfer station at the ^� r� Barnstable Municipal Airport to be located adjacent to ,�,� F�'nnisSiv� the former PBA/Continental hanger. II. 7:20 Old Business/New Business: (SD NTi NUG-0 Tbp-�!jA. Board of Health Fees RPR1L 'z2,1913 B. Draft Small Wastewater Treatment Plant Regulations APPucrP r May William Wool - 287 Ocean View Avenue, Cotuit, IREGuEsr 10 +Ns"Ll- Conservation Commission decision. AN _UNNoun;1vC_ �YsrG'in, &0, N. wcwlb <'JePCr+ suc% a III . 7 :30 Minutes of previous meetings. CSC . Temp NOT Sc-I�SDctL�p �N T-tE� NQR rlor �2ANTr� C.Urt,,T FlT►It.ET1C Fls��oUI1T �ol� '-• Cl�zabe� 1 Lcvie- .( R�?r I-<v (-owe. (. Ave+lue. Ca+tti�) ,re11v0s(- -�o YenOVIei4e vZ-ok C. 0nL4'-Ssi orl s�=ncQ L,uA64-,,L l 4A- J{�cJr dC���1� -"1hr- Ce 4t) rroWA— T,fie J7-".J 1Ae. —:E, to tnr;r'on".n •(' Code, CoN rNu�p-� t3 . S`,E(1r>uIT -rNc VA��aIeI'l 1—arcQn,ESy. z�Q (�elt� su�G✓eM (�J 10 Zz,19g3 R1=��S—b-!n nLYtjp� l�F Wl �l' cal i p I (1iE i iNC�i -- Mo 1s Pm 12 YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$30.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not'give you permission to operate.) Business Certificates are available at the Town Clerk's Office, 1"FL., 367 Main Street, Hyannis, MA 02601 (Town Hall) DATE: 1 f 2 �0 Fill in please: W III.!ma � APPLICANT'S YOUR NAME/S:_ h �i�+. �,gr,,,¢C1 SAW BUSINESS YOUR HOME ADDRESS: 3 ,)1c"f--vL Lam,_, � ;,9. TELEPHONE # Home Telephone Number NAME'OF CORPORATION. NAME':OF NEW BUSINESSa2�r G•, i e c� _�r�;s U, �, TYPE OFBUSINESS C a�r t u fii y IS THIS A HOME`OCCUPATION? _ .YES NO ADDRESS OF BUSINESS` MAP/PARCEL NUMBER F. ssing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St: - (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. _1. BUILDING COMMISSIONER'S OFFIC This individual has en informe �fany permit requirements that p �� MIiME OCCUPATION uhorized Signau r * BALES AN D REGULAT IONS.. S.. FAILURE TO COMMENTS: COuply MAY RESULT INFINES 1, 2. BOARD OF HEALTH This individual h n info ed of the Vmit yequirements that pertain to this type of business. Authorized nature** COMMENTS: 3. CONSUMER AFFAIRS LICENSING AUTHORITY - - -T This individual ha n infor o t liceg rt�4nts that.pertain to this type of business.. Authorized Signature* COMMENTS: l 0 CA SEWAGE PERMIT NO. VILLAGE CEO/L�r C,y�►' fo'i O. 3 INSTA LLER'S NAME i ADDRESS B U I L D E R I; ORn�ff OWNER // //rrc 14,44t d e i M® s 7Gjyh�l7�t DATE PERMIT ISSUED DATE COMPLIANCE ISSUED S 43�� >- A , J Z 4 !7 9 No. ............. THE COMMONWEALTH OF MASSACHUSETTS ic) BOAR® OF HEALTH ...... ......................... OF.............................................-............................................fhJ Appliration for Dtipniittl Works Corm rnrtinn ramit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: Location-Address orLo t No. O ner Address ' r c� c3 r - .�. '........... � i2 _...... ---------------- 1 Installer Address d Type of Building Size Lo4kL ....Sq. feet U Dwelling No. of Bedrooms................ ._...Expansion Attic ( ) Garbage Grinder ( ) Pk Other—Type of Building .....QV.............. No. of persons............................ Showers ( ) — Cafeteria ( ) P4 Other fixtures --------------------------------- - W Design Flow...............I.A.0....................gallons per person per day. Total daily flow__......._..............................gallons. WSeptic Tank—Liquid capacity.1.4.@P.gallons Length................ Width................ Diameter---------------- Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No.........I----------- Diameter......[[....... Depth below inlet.......GO....... Total leaching area3. 7.7.0......sq. ft. z Other Distribution box ( ) Dosing tank ) :L� 1 Percolation Test Resu Performed b .__.+. _ _ �Z ..... !p Date....._('..�.�................ Y cr--------- Test Pit No. 1.... ..._.minutes per inch Depth of Test Pit.....RLey.. Depth to ground water...'.................. (s, Test Pit No. 2................minutes per inch Depth of Test Pit......11V.... Depth to ground water.). ---------------------------------------------------•-------•---......_ O x Description of Soil-----�--=-CA,A....... YP-�----------------------------------------------•--------------------------------•---------- - �....�-0....... CT-1......................................................................................................... w U Nature of Repairs or Alterations—Answer when applicable............................................................................................... Agreement: The undersigned agrees to install the ;edescribed Individual Sewage Disposal System in accordance with the provisions of�? 5 of the State S////// nit Code—The undersigned further agrees not to place the system in operation until a Certificate of Complian�has issu by th r board of health. -V Si ed- ...... .............•---•--=`'� ------�-----......... ... -•---------••... j. Application Approved BY ` j ---•- -•--------- - --- ------------------------- --•---.....� te2.`� . Date Application Disapproved for the following reasons-----------------------------•-------•-------------------------•----------------•------------------------------« --••-------------------------•----••--------------------........----•-.......--------------------•---------------........-----------••-----------------•-•-•-----•--•----•---------------------...._.... Date Permit No.............................. ... Issued-........... Date a No. . .0 i Fps.. . :.. ._. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF......................................................................................... , pphration for Bispoii al Works Tontrurtion Vamit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: . .. _.._.. ��:....... ......... . ............................................. ......... ... ^ '......------ ...................-- Location Address a 1 .. .......... ..:. . „ o .. : r t No �.\-- S.......------------...... ---------- ..... C.... ner Address .................................... •... ...... ............... Installer Address Type of Buildinot' Size Lo 0....Sq. feet U Dwelling!:: No. of Bedrooms.... .___ .........................Expansion Attic ( ) Garbage Grinder ( ) a, p`4 Other—Type of Building ---_ ........... No. of persons............................ Showers ( ) — Cafeteria ( ) Q, Other fixtures ------------ ... --------------------------- .. WDesign Flow..............40.....................gallons per person per day. Total daily flow.......... ....-:.........................gallons. 9 Septic Tank—Liquid capacity-1.669.gallons Length................ Width................ Diameter................ Depth................ W Disposal Trench—No. .................... Width.................... Total Length........_. .._...... Total leaching area....................sq. ft. x Seepage Pit No........I........... Diameter......1.0....... Depth below inlet.............. Total leaching area tj,6------sq. ft. Z Other Distribution box ( ) Dosing tank Percolation Test Rest Performed by._ .!}.. �i' ____._. \ ....____ Date...... Test Pit No. 1--_ ------_.minutes per inch Depth of Test it .. . Depth to ground water�---- _. f=1 Test Pit No. 2... .._._minutesper inch Depth of Test Pit.__...t (�1..... Depth to ground water.p . Phi ...--- -- { O Description of Soil • L61+1 1 �`� � c�1 1 - - -- - -- .__...- ii t., W ---•---------------•----•-------------------•---------•------------ ;-=•=---•......................_..------••------••--••------._.....--------•------------•••-------------------•••--......--•-...... U Nature of Repairs or Alterations—Answer when applicable............................................................................................... r. Agreement: { The undersigned agrees to install' th redescribed Individual Sewage Disposal System in accordance with the rovisions of T i T s 2 i p 5 of the State:,S�; nt y Code-The undersigned further agrees not to place the system in operation until a Certificate of Complian;e ha eeniss by t board of health. Application Approved By.... a, -•-• -- ------ --•------•----------------- ...........t�y. ace... ... / l Date G Application Disapproved for the following reasons---------------------------------------------------------------•----------------••-----------•---•-•-•----••-•--- ....-•---------------------------•-------------------•------------•---•--------•------.....--••---------:._......--------•---•--•----•-•-----------•-----••---------•--....------•-•• -- -- •-••-•--. Date PermitNo......................................................... Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF..................................................................................... Trrtif iratr of Tontpliaanrr T:LLLS IS TO CERTIF Tat the Individual Sewage Disposal System constructed ( or Repaired ( ) ... --- -� ............................... ...........---------.. -- -� :. 1 staller at------.... !�.-�-:_. ......4 .... _7 ..P L''l�-----•- ,fvtO,R,� has been installed in accordance with the provisions of TI� of The State Sanitary Code as described in the application for Disposal Works Construction Permit No---- NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. -•--------• ... � .. 13 �� ....... Inspector---------------•-------- DATE....................•---._ .-..._...-•-•-•--•--� NA,6=......................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH - ' .............OF...-------.--.....-----...............----------.._.................................. �� 0..:..... .-.-......:.... FEE........................ Disposaa 10o ki To tr rrutit ..... ......... .............................................................--------------------------------------------- Permission is eby granted..... `: n to Construct r Repair ) an I dividual Se rage Disposal System atNo. -- -- r. !'t .-t....---. -- -----•---•---------------------------------------------------- Street as shown on the application for Disposal Works Construction Permit No..................... hated.......................................... ......................................- Ppd .............................. rd of Health DATE------------------111L-7 � FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS r � 1(j1'' W CL LY lu � J t- d� cnJ — 1 J) tC It i x . N ; ,�/'►v ry T a .. 93, 1 I K—w� A z 10 I UI5T•.BcK I�8! r / N ,4- L �t wa4shtl s� 13 4.2,�A _�4p/ (o0 o Gad. �c. �i n oa �''�• l.Ea►cr��u�, P!r G Fr Sep+i�: Taw k e AAn A A �8 , ! 4 e o b �� 1 i�(tywa�hec( s-�oga Bor. Pi'f EliN I-.O iwti• �P SUb.4tl � �r i 97- o D E srrc-�r� D c,-�-A ; Coo.rs� Z4 t'>✓GZCo�-�a T I N RATE: d�? �1 tV c W DROP �14,o —�0 pert.• {V O C-7 AR HtA t�E D t SPasA L. L�SE I 0 O U�7l�tr':S�(�7�� CAPAC (Ty p1ZoVtDE [> ; e��urv1 . 734 T Tana 7f",5 ! , 0 79 i.cq D _ 7 ZC P F ' !^CQTA L CA F): T pap 649, V ©TF — D l 5 PO SSA t, AcC.c>Ru>^(JcE w , TL4 0VrS1oNS oTF T'( TI-E 5 Q T74E MASS . EN\/ /RNJA4 t.1rAL SOIL STRATA COTUIT BENCHMARK PLAN REF. TOP of C.B. ., EL. =100. 0(ASSUMED C. B L. C. 22824 D �T� ASSESSORS1� �p P,P,- 44� 01) 8 LNEA MAP 39y LOTS 33&34 ��'�' 60 OF RES. ZONE „RF„ R-143.38 + j LOCUS 10 FLOOD ZONE „� ,, l� g EXISTING \� p�o �'rG SYSTEM o 0 loo \ �' 22 �... .` LOCUS MAP 113 14.0 24. CAPE' & VINEYARD � ,,, ............HousE.::::::: Io.0 20. e i SE WA GE PLAN ELECTRIC COMPANY `�. T.O.F. ELEY-100.5'; 9� . T.LOCATED A ' EASEMENT (ASSUMED); ...,....., .......37.0 0 CO T UIT MA. \ ...... LOT 4 - .. op. \ \, ...`J O ApD11ION o �`�` PREPARED FOR. ,� \, ' \, . : 3.° � 1 DEcK / �� R�ER�1`� NICK LA GA DINOS LOT 5 ASSESSORS � _ LOTS 33 & 34 \ 7.° 13 THANKFUL LANE TOTAL AREA= ,- 9841 G MARSTONS MILLS 91, 688 SQ. FT. — — — — 6 I OCTOBER 24 1 - — � 999 ;:GARAGE;; i \ \\;TOP OF SLAB—LOT ;\ I 1 9 92 L \ 2\ - 0DOOR P T H Raw% CAR \ 250. 00FN S28 28 '40 '°E 8 28 40 .E' C \ � 331. 85 ' \ - 4 NOTE CONTRACTOR TO LOCATE & VERIFY UNDERGROUND UTILITY LOCATION- HOUSE AND GARAGE LIr 46- G 1 o p Tomy�� GRAPHIC SCALE 30 15 30 60 120IRMAL `9 IL Of YANKE'E' SURVEY CONSULTANTS ti IN FEET UNIT 1, 40 INDUSTRY ROAD I inch = 30 - P. 0. BOX 265 MARSTONS MILLS, MASS. 02648 TEL: 428-0055 FAX 420-5553 R gAN RIVE -' ' K JOB 52075 DPG EL _I00_5' TOP OF FOUNDATION Y 20 MIN. 10' MIN. CONCRETE COVERS 4" SCHEDULE 40 P. VC MIN. PITCH 1/8 PER FT. 2"LA YER OF 118"-1/2" CONCRETE COVER WASHED STONE HOUSE MA / / � / / / / / / / / EL. =97. 5 EL =97 EL. =96. 5 4 CAST IRON PIPE (OR EQ UAL MINIMUM PITCH 1/4 PER FT. CLEAN SAND 9 MIN. FLOW LINE v� E'L=93. 5' INVERT 1M N. 14 - o 0 95_5'-- INVERT „ LEVEL 0 ° o GAS _ 94. 25' 6 SUMP 00 o 0 o a a o 0 0 0 °0 , INVERT BAFFLE EL. ---- _ 93�5 - 93. 5T 0 0 0 , ° EL. =91. 0 EL. = 94. 5 EL. ---=__ EL. - 3. 4 4 -` INVERT EL __96. 5_ (TO BE PLACED ON FIRM BASE) DISTRIBUTION EL = 93. 0' �--TOP OF FOUNDATION MECHANICALLY COMPACTED OR 6" OF STONE BOX 1500 __GALLONS TO BE WATER TESTED 43.5' X 12.8' TRENCH FORMATION GARAGE IF MORE THAN ONE OUTLET SLAB ,S'E'PTIC TANK PLACE ON 6" STONE ,, 3/4 TO 1-1/2 SOIL ABSORPTION PROFILE O Y WASHED STONE S YSTE'.M (SAS )50. 0' NVERT SEWAGE DISPOSAL SYSTEM NO OBSERVED WATER TABLE 98) ELEV.30 7 =_83. 5_ EL. = 95_5' NOT TO SCALE � � � 83. 5 -- BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV. --____- INVERT 94. 5 OBSER VA TION HOLE 1 ELE'V. _9_6 0 ' PERCOLA TION RA TE _<2__ MINI INCH A T 48 " DO WN DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0_6" FILL (LOAM) C-12" A SANDY LOAM 10YR5-1 12"-30 " B LOAMY SAND 10YR5-8 30"-150" Cl MEDIUM SAND I0YR7-3 PERK NO WATER ENCOUNTERED GENERAL NO TES SOIL TEST 1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D. E P. DATE OF SOIL TEST 9117199 SOIL TEST DONE BY BRUCE G. MURPHY , R S TITLE S AND THE TOWN OF _BAR SLBLE-_-- RULES AND WITNESSED BY: DONNA MOIRANDI REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE 2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12 P # 9531 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H 10 LOADING UNLESS THEY ARE UNDER OR WITHIN DESIGN CA L C ULA TIONS. 5 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 5 FT. OF DRIVES OR PARKING AREAS. (HOUSE 4/GAR OFFICE USE 5 BEDROOM SEPTIC DESIGN) 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL NO TT- NUMBER OF BEDROOMS . . . . 5 BE MORTERED IN PLACE. GARBAGE DISPOSAL . . . . . . . . . NO 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE' WITH INSTALL FOUR (4) ACME TOTAL ESTIMATED FLOW CHAMBERS SPACED 6 INCHES APART - - DEEDED OR ZONING REGULATIONS. 0 WNE'R/APPLICANT IS TO 500 GALLON LEACHING 110__GAL./BR/DA Y x _5__ BR) 550 GAL/DA Y OBTAIN SUCH DETERMINATION FROM APPROPRIATE' AUTHORITY. 4 FEET OF STONE SIDE'S AND ENDS REQUIRED SEPTIC TANK CAPACITY 150o GAL 6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCA NATION CONTRACTOR IS TO CALL "DIG- SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS 43. 5' X 1� 8' SOIL- CLASSIFICATION . . . . . . 1 PRIOR TO COMMENCING WORK ON SITE. DESIGN PERCOLATION RATE < 2 MIN./IN. D VERIFY GRADES AND ELEVATIONS AS WELL AS EFFLUENT LOADING .RATE' . . 74 GAL/DA Y/S.F 7) CONTRACTOR IS T E Y LEACHING CAPACITY (AREA X RATE) 578 GAL/DAY SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. RESERVE LEACHING CAPACITY . . . 578 GAL/DA Y 8) PARCEL IS IN FLOOD ZONE'__ "C', (43.5 X 12. 8 X 74)4-(43.5f43.5f12.8+12. 8 X . 74 X ,?) 9) LOT IS SHO ON ON ASSESSORS MAP _39_ AS PARCEL _ 33 & 34 SHEET 2 OF 2 JOB NUMBER- _52075 -