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HomeMy WebLinkAbout38, 50 JOAQUIM ROAD - Health 38,�.� S��J QUIN�RD.._.��.�..,— � Y�.� �`�y, an -- —— — — _ — —� �� r IS �6 — • — — . 4 ___ _ ---- — —. _ �� �� I �, .J� r' o � 'l f�' r o �� y � � o e `I o [� TOWN OF BARNSTABLE LOCATION S ,440" 38 SEWAGE #2001 —W VILLAGE 14R^rx :�, ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. 1S4, 39-{' SS6 SEPTIC TANK CAPACITY tSczs 5Gk LEACHING FACILITY: (type)Q? ,Sd6 Sss C("�er-S (size) 'NO. OF BEDROOMS . A- BUILDER OR OWNER PERMITDATE: _ COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility MA 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) dA Feet Furnished by Pv b � o00 .rr.. a d•, a'� F � ::m- zt- 466 r No. 00 / / Fee / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: /✓ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01ppYication for Miopogal *pgtem Construction Permit hR Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Av Loc 'on Addressor Lot No. Downer's Name,Address and Tel.No. Assesso sQ4111 �7 Installer's Name,Address,and Tel.N Designer's Name,Address and Tel.No. o6fV e_n'1gG�1 l ,ems ,l6• e ti� b ��a9 O.w,J CAPE �^N6'^JN�t2;evd, .1Ne, g3°l Type of Building: Dwelling No.of Bedrooms f Size3 sq.ft. Garbage Grinder( ) Other Type of Building©Gr'�r^E tv�}Q�A?c ersons Showers( ) Cafeteria( ) Other Fixtures Design Flow 5 Q 0 G_tflb gallons per day. Calculated daily flow gallons. Plan Date CY " �y'W Number of sheets Revision Date Title Size of Septic Tank `5-? b ��L 7w-7,r Type of S.A.S. Description of Soil fln-00, Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and t to place the syste 11 eration until a Certifi- cate of Compliance has been issu y thi ar ealth. Signed Date t�2- Application Approved by Date o J Application Disapproved for the following reasons Permit No. `�-00/ 0 O Date Issued .:.Yi'Y'^"C.fi r_Y .•.• ♦ -f -'�r. ,•. r a - _ - +r-.-:,.m•. �...,n-n..,K_..•j .r�,.�` 1 �=). .. .?. mil`; ✓ryy .f.., 1 .k, ., . n,,_r .. .. P. ..ii`.. h,. .i �il'�.,". ' 2/0 I DO I Fee L (L i* `Y THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Yes 0(pplicatton for XDigpogal *pgtemt Congtructton Permit r Application fora Permit to Constuct( )Repair( )Upgrade( )Abandon!( ) ❑Complete System ❑Individual Components fV �t7 3� ZY a `rq o�sS'''OoTI'j h: ( f Location Addressor``Lot No. p t wner's Name,Address and Tel.No. S48 AssesUS pg�)l 3 6.4 t,7 CRL fAfd5 1M. 02 s j3 Installer's Name,Address,and Tel.No. �Sc D 's;Name,Address and Tel.No. t �jf'Jce �'1q��I1 .r" �p esignerwn1 CAPE H Zg ��r y9 t�N6_iN/2E2;tv o, 2-"r, 939 M A 'l s r, s Type of Building: Dwelling No. of Bedrooms Lpt'Sizesq. ft. Garbage Grinder( ) - Other Type of Building OGi 1�E vvRRF 0.10-YPersons Showers( ) Cafeteria( ) Other Fixtures 3 0 0 6-ep Design Flow gallons per day. Calculated daily flow gallons. Plan Date _ V Number of sheets Revision Date Title Size of Septic Tank /S—d Una 57f6:2 7�r �Z Type of S.A.S. c 5 ' Description of Soil Nature of Repairs or Alterations(Answer when applicable)) a Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and place the syste peration until a Certifi- cate of Compliance has been.-issuedby-this ar ealth. Signed Date ��2' GD Application Approved by Date A.Yv Application Disapproved for the following sons Permit No. 2Un'► +� 0 fl Date Issued t THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( �epaired( )Upgraded( ) Abandoned( )by at 50 -a 3� ,5U�/.���VI�_A ' ' has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. Z)(0) dated Installer Designer The issuance of this ermit shall not be construed as a guarantee that the system will functiop ps designed. Date 0 Inspector C Q1ce'-) Y I � )--------------------------------------- No. 0 0C' Fee � 00u' THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS �Digogar bpgtem Con5tructiott permit Permission is hereby granted to Construct( pair( )U grade( )Abandon( ) System located at 3T �D 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:Constructio must a completed within three years of the date of this-p - 't. Date: 4o I Approved by' :� EL 1-._ 32.0 LEGEND ! _ i ACCESS COVERS AT FIN. GRADE 2" DOUBLE WASHED PEASTONE -29 EXISTING CONTOUR BARNSTABLE / I ACCESS COVER (WATERTIGHT) N +30.82 EXISTING SPOT GRADE MUNICIPAL 11L .9:E EL30.5t AT FIN. GRADE 32' 2'-10" -a- PROPOSED CONTOUR AIRPORT 29; SLOPE REQUIRED OVER SYSTEM EL31.8 MAX X 3a•82 PROPOSED SPOT GRADE �°J� _ 24" MINIMUM .75 >l,s WATER SHUT OFF VALVE OF COVER CONNECT TO D-BOX -- OVER PRECAST AKD VENT WITH ACCESS COVER , p 4 SCH40 PVC v PROPOSED LOCATION RUN PIPE LEVEL AT FIN. GRADE EXISTING WATER LINE PROPOSED FOR FIRST 2' (TYPICAL OF 3) 3' MAX �O�r�O❑�� _ a GALLON SEPTIC C� PROPOSED LOCATION ❑C7CI[�000OO Locus TANK (H-20 GAS -28.32 EL28.84 ❑M[���0�0❑ EWE GS° 1 p GAS SHUT OFF VALVE y W SHOREY ST-1500-H-20 OR EQUAL BAFFLE EL28.49 0 [7 Q [] p [] Q [] 0 �����❑�❑� O� ❑OCii�0000 -`GAS-- GAS LINE I o EL28.00 0 0 0 0 0 M 0 0 0 34" ❑❑0❑0❑�❑ 6" CRUSHED STONE OR MECHANICAL 0 C] 0 0 0 0 CJ O C7 2' O SIDES 000E]0000 / t "�_ EXISTING PHONE LINE / I `----COMPACTION. (15.221 (2� 2 O SIDES DEPI;Fi OF,FLOW = 4'-1 2' O ENDS 2 [] Cj 0 0 0 [] [] 0 0 2 O ENS=, EL26.01 OL�OC]0000 �(=� I REQUIRED TEE SIZES: „ „ - �V TREE �-- EXISTING ELECTRIC LINE 4I LET DEPTH = 10" MIN. BELOW FLOW LINE 3/4 TO 1 1/2 DOUBLE WASHED STONE MANUF. LEBARON, BROCKTON, MA TLLEET 'DEPTH = 14N MIN. BELOW THE FLOW LINE MODEL: LT 105 (H-20) 7.51 » WEIGHT: 430 LBS EXISTING GABLE T.V. LINE I 24 BOTT o 1 TH2 EL1&5 1 "� 26" W LOW OVER HEAD WIRES LOCUS Us ELECTRIC CABLE T.V. MAP & PHONE SCALE 1" 1000' MIN. SLOPE) (� MIN. SLOPE) (� MIN. SLOPE) SEE LOGS FOUNDATION 15' SEPTIC TANK 22' D' BOX -T IS' ---LEACHING FACILITY - "1 11 -1b TH1 SOIL TEST HOLE ASSESSORS MAP 344, PARCELS 65, 66 & 67 TWO 7'. ONE 16' LINE �-22" \ ASSESFLOOSORS AC. BARNSTABLE PANEL II< 5 SEE TEST HOLE LOG(S) OVERLAY DISTRICT: WP SEPTIC SYSTEM PROFILE *ZONING DISTRICT: B REINFORCED NEW RACK RUBBER PROPOSE 3" CALIPER FRONTAGE 24* NOT TO SCALE) FRAME AND GRATE TYPICAL ICAL ACCESS COV a 0PARKING/DBUFFER TREE FIR N�' �S ` NOT TO SCALE P A EP, HOSE (1/2 ID) SI1: REAR: - H-10 RATED LEBARON OR EQUAL NOT TO SCALE DOUBLE STRAND 12 GA BUILDING MOUNTED *TO BE CONFIRMED BY BUILDING COMMISSIONER R GALV ANNEALED TWISTED WIRE FLOOD LIGHT BUILDING HEIGHT 22.' TO EAVE f 11 ,/ TREE WRAP. LAP ENDS DOWN DO NOT STAPLE WAIND TR3 STAKES EQUALLY%4 SPACED2.00' OWNER OF RECORD: JOHN J. ROSARIO JR. /I SPACED V-0' FROM TRUNK. 7(�0 YARMOUtH RD. - " 1" TOPCOAT MASS DPW �/ STAINED LURK BROWN. HYANNIS, MA�02601 12 X 3" TYPE 11 C.CBERM r STAKES DRNDJ AT ANGLE AND D6 1102$6/287 2" BINDER - , �I1 MMIINL 4' OVETTICALBURIE WITH WIRE CIVIL 1' 4" L ENGINEER: DOWN CAPE ENGINEERING, INC. MIN 3' DEEP SAUCER 939 MAIN STRkET YARMOUTHPORT,MA 02675 MIN PH. 1-508-3 2-4541 } 30.36 3' DEPTH SHREDDED BARK MULCH FAX 1-508-362-9880 3" BUFFER TREES 30.04 �' ON CENTER =TOP " EL IF; EXIS NG TREES +30.04 ` NOT RAINED LOT 10 ROLLER COMPACTED ;;':. APPLICANT: SKAWN REALTY TRUST h_ N P REMOVE BURLAP FROM TOP 2 PROPANE TANKS ROSARIO 6 LOAM & SEED L COMPACT SUBBASE IHALF a: ROO7HALL 14 BROOKS Rb:, HYANNIS MA, 02601 ALL DISTURBED AREAS o PROPOSED DRY WELL +30.86 TYP NOTE: ALL FILL TO BE•CLEAN SAND & GRAVEL 1 COMPACTED SUB-GRADE ( ) COMPACT IN 6" LIFTS'.�7O 95% MODIFIED PROCTOR DENSITY EXISTING USE: VACANT LAND 1001Q GAT- H-20 WITH VIBRATORY ROLLER. SOIL MIX PROPOSED USE: OFFICE, RETAIL & STORAGE 6' .O�k LEACH PIT N ; ' INV, ELEV, 27.0 W/4' - / STONE AROUND ; 3r r8s.991 +30.75 PAVEMENT CROSS SECTION N /! X NOT TO SCALE U SETBACKS REQ'D PROPOSED Q ��► �` h 2 2 *[ _31, Rood DRAIN MI MI FRONT 20 21 +3 .24 r00.0 _ 6 40 PVC AT 2% MIN. (TYP) SIDE 0 5 S 2 TREE PLANTING DETAIL 30. co / X\ 1 5 65 r \ REAR 0 65 RETAIL 145500 SF F PROPOSED BUILDING -}-31.21 6000 SF / 0`r SLAB ELEV.=32.0' / LOTS 11,12A 3 _ WP OVERLAY: 30.0' 1/ WAREHOUSE / LCP 42370A / j r 4200 SF 43.224 SF f • 8" H-10 F&G IMPERVIOUS=21,409/43,223.89=49.5% 29.60 30,2 a ' U22 AC EL.27.5 1,5W Cv4L. S2P111C TAAW H-2i0 / 30 z., . .,< _ : . ..., . 50% IMPERVIOUS MAX., : 4_9;5%, Ppfilmn;rr� I 6 LOAM & SEED .DISTURBED AREAS (TYP.) , m 31.0�' !� _ � - __ - 30% -MIN. NATURAL STATE 41% PROVIDED / rrPROPOSW .8 ,, r 1 / + 1 I TOP STRUCTURE : ADJUSTING BLOCKS / _WOOD STEEL +30.85 EL.25.3 MORTAR ALL COMPONENTS TYP.) r I J - 5010 r.4LLcw PwcAST C0h0 '7E r 1 8p x//1� STORAGE LEAOSVI W OYAAAER 8--20 p Ci i�.r. rrfr� � r; IMIH? Gig SrtaMEALL ARIAUVQ /• ,f ` AY 3r..q 5�// AREA I 00000000 6' OOOOOOOOC 4' MIN. P1pASTONE NOTES: co / U �4' PINED `-, \ / OpO00000C OOOOOOOOC AND MIRAH 140NS �� " WALKWAY PROPOSED \� TOW / O O O O O O O O O O O O C FABRIC OVER STONE 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS 112 r / +3 ;k, X i; FL(VDUGHTS 0 - 0 1 00000000 6-10 X 6 m o O O O O C COMPACT BACKFILL APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE THE EXCAVATING ' +30,91 I O O O p O O O O H-10 OR H2O� O O O O IN 6" LIFTS (95% PRCTR.) CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE / r 0 1.000 GAL. O O O O C _ / 1 t '2 ,` / / REMOVE ANY FILL & • O O O O co O O O O (1 888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR ^� law TRENCH I OLD TOP & SUBSOIL ,O O O O LEACHPIT O O O O C EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. / DRAIN m / e0P '"` '.`.a. FOR 5" MIN. O O O O O O O O SHOREY OR EQUAL O O O O O O O O C o \ °�: :,,;.-r'.•,,t 1 O O O O O O O O 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS GRATE `. / X 3r g `'`•,`. :,;,;" PROPOSED DUMPSTER AREA AROUND STONE O O O O O O O O C O O O O O O O O C PROJECT WORK SHALL CONFORM TO THE MASSACHUSETTS DEPARTMENT r ELEV. -28.0 J/ 4 / y �'� `4'ns' 12'X20' 4' THICK CONC. PAD I REPLACE WITH O O O O O O O O C 1 OF PUBLIC WORKS STANDARD SPECIFICATIONS FOR BRIDGES AND HIGHWAYS CLEAN SAND O O O O O O O O AS AMENDED TO PRESENT. INK�25.2 � x W/ 8' GATED FENCE AROUND 1 0 0 0 O O O O O C 30- -+u+ T '' s 31.6 O O O O O O O O O O O O O O O 1 ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5 / o X 0 0 0 0 0 0 n n n n n n n n r AND BARNSTABLE HEALTH REGULATIONS. i16 r I / +30.13 PR OSEB CATCH ASIN QPAbFL ; 3. VERTICAL DATUM IS NGVD, ELEVATION ASSUMED FROM QUAD. BENCHMARK /r 2�.6fIl 5 TOW r7.8 6' DIA AL CH PI +30.72 ------------------------ --- 3/4" - 1 1/2" -- _--__-_-______----_- 4. DESIGN LOADING FOR ALL PRECAST UNITS CONCRETE BOUND r / 4 HANDRAIL ON 30.58 V. 25.0 /4 DOUBLE WASHED STONE - T° BE AASHTO-H2O.( ONE H-10 LEACH PIT FOR DRAINAGE) EL.30.82 yr, TO CODE 32.0 STONE AROUND 4' MW. AROUND PIT 5. THIS PLAN IS FOR A PROPOSED WORK ONLY AND IS NOT TO ASSUMED r / ? D 3 CALAC R 7REF 6' UNDER PIT BE USED FOR ANY OTHER PURPOSE. 'Q �D +30.66 6. PUMP DRY AND REMOVE OR FILL WITH SAND ANY EXISTING LEACHING SYSTEM(S). �. DRAINAGE CROSS SECTION r ! .82 X 30.8 Li1PE'G1C�0 7. ALL SEPTIC PIPING SCH-40-4" PVC UNLESS NOTED. p ; / 30.82 HIGH TOW IT 60E14I1/ fJ NOT TO SCALE 8. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED -. FROM BOARD OF HEALTH. PT 1�4g1D�D 3"CALA°jER 7Jf'�Lr PROPOSED X 32.0 0,�. � J r / N RETAINING WALL 3p 9 �` +30.32 9. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. X 29.7 / 3�- _ - (SEE FOUND. PLAN) 10. PIPE .JOINTS TO BE MADE WATERTIGHT. 11. WATER TEST D-BOX FOR LEVELNESS. 13. COORDINATE 12. Y AND DETAIL FROM UTILITY INSTALLATIONS WITHS BY DOWN CAPE APPROPRIATE VENDORS. MUNICIPAEERING L0. TO BE LOCATED. r 1-1 ASPHALT i D } 31.12 PROPOSED TOWN 330 RULE: 0.992 AC. (330 GPD/ACRE)= 327 GPD ALLOWEDWATER SERVICE APPROXIMATE AS SHOWN. ELECTRIC, TELEPHONE & CABLE U11UTIES 30.8ASPHALT-gRVE ;'/ r / / - EDGE OF PAVEMENT c� DESIGN FLOW: (GARBAGE DISPOSER IS NOT ALLOWED) TO BE INSTAU_ED TO THE PROPOSED BUILDING APPROXIMATELY AS SHOWN W/ CAPE COD BERM (ALL SUBJECT TO FINAL DESIGN AND LOCATION AS REQUIRED BY UTILITIES VENDORS). 9 / � (330 RULE) FLOW X 30.4 ( ) 30'8 X 30.9 PARKING & TREE CALCULATIONS: 43,224 SF x t330 G/D/43,560 SF) = 327.45 G/D (ALLOWED) 14. DRAINAGE TO BE SET IN CLEAN SAND ONLY, 5' REMOVAL UNSUITABLE MATERIAL IF REQ. TOTAL BUILDING AREA - 6,300 SF 11 WAREHOUSE WORKERS (NO CAFETERIA) x 15 G/D = 165 G/D 15. INSTALL EROSION CONTROL NETTING ON ALL SLOPES GREATER THAN 10%. } 30.71 } 30.44 STRETAGE AREA = 4450 SF OFFICE 1800 (75/100) - 135 'G/D 16. EXISTING TREES OF AT LEAST 4" CALIPER THAT EXIST IN BUFFER ZONES SHALL BE OFFICE AREA = 1,350 SF USE DESIGN FLOW 300 :PD RETAINED. IF SUCH TREES DQ NOT �IST, 3 CALIPER TREES SHALL BE PLANTED AT 21 SEPTIC 2 - 600 GAL 17. 6* LOAM AND RVALS FSEED A AT LL DISTURBED AREAS NOT PAVED. P RKI �L STORAGE: 4,200 SF x 1 SPACE 00 SF = 6.0 SPACES / ( ) 6 30.0 ��` N/F OFFICE: 1,350 SF x 1 SPACE%00 SF = 4.5 SPACES USE PROPOSED 1,500 GALLON H-20 SEPTIC TANK 18. OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS. +30 8 / I JAMES F. RUHAN RETAIL: 450 SF x 1 SPACE/200 SF - 2.25 SPACES LEACHING% 19. SITE LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS,OR NEIGHBORING PREMISES. TOTAL REQUIRED SPACES - 12.75 SPACES SIDE AREA: 2 x 2' x (8.83'+29.5') = 153.32 SF 20. ALL STORM RUNOFF TO BE CONTAINED ON SITE. PROVIDE VEGETATED SWALES AND BERMS IN / TOTAL SPACES PROVIDED = 13 SPACES BOTTOM AREA: 8.83' x 29.5' = 260.49 SF BUFFER STRIPS AS REQUIRED TO ENSURE RUNOFF IS RETAINED. NO OFF SITE INFLOW ALLOWED. r N �jOr -TRU iL 13 SPACES (1 TREE/ 8 SPACES) = 2 TREES REQUIRED SIDES: 153.32 SF 3 ro 6 Sraw / (2) 3-CALIPER PARKING TREES PROVIDED + BOTTOM: 250.49 SF / \ +31. NAf7f l? DMEP W� 30X \ BENCH Ip' PROPOSED CAPACITY: 413.81 SF x 0.74 G/D/SF = 306.22 G/D I � TOTAL: 413.81 SF Ar6V4Af1 f�V FILTER CONCR�TE BOUND FAAW 82ON' / �30� ASSUME SEPTIC SY�TTEM DESIGN DATA +30.79 +30.31 % \ 7 \ ` _ 26.g r \ ! - _ w 29 +28,76 PROPOSED 28.76 / CATCH.8ASIN / DEPTH (in.) 141 ELEVATION SOIL CLASS: 1 (SANDS. LOAMY SANDS) 1 DEPTH (in.) TH2 ELEVATION SOIL CLASS: I (SANDS, LOAMY'SANDS / 431 14`11006 GAL H-10 -30.91 // / � �28 ON 31.0 PERC RATE: < 2 MPI (5 MPI DESIGN) I 0' A 31.0 PERC RATE < 2 MPI (5 MPI DESIGN), 6-10 DEEPxIr DIAMETER SAN '' LOAM PRESOAK: 0:00:00-0:06:00 SAND LOAM PRESOAK: 0:00:00-0.-06:10 SITE PLAN 29,63 W/ 4' STONE AROUND / / 76 28" N 10 Y2 3 1 (24 GAL. < 15 MIN.) 0 YR 3 t (24 GAL < 15 MIN.) T OF STRUCTURE / 25 _ 27-- le 30.0 < 9 : 0:Os:00 12- 30 0 < go: 0:D6:10 OF LAND IN ELEV.-25.3 3•1 r if BOTTOM PERC: AT 60 EL.26.0 � B BOTTOM PERC: AT 60 EL.28.0 �o / L10 Yl SAD , L00 YR 5A 8 LOT 14 +30.23 PROPOSED GRASS LINED 10 YI' S NO WATER OBSERVED HYANNIS MA STORMWATER RETENTION / / `2� 38" 28.0 DATE: 8/29/00 38" 2&0 _ N/F N / 26'- ' SAN,, W ENGINEER: ICHAEL S. FARIA SE SANS w/ PREPARED FOR SKAWN REALTY TRUST ROSARIO POND 8 LOAM AN� iOYOSEED / / i 30R C RA/LDOWN CAPE ENGINEERING) I 3aR GRAM WITNESS: DONNA MIORANDI, RS Off. 508-362-4541 / 2�32 / / 26 96" 23.0 EXCAVATOR: ELUS BROTHERS CONSTRUCTION 1 96" Y 23.0 (OVERHEAD DOOR OF CAPE COD INC.) I fax 508-362-9880 � ,� / / / � '` ' �25' - 1 SITE PLAN MEDIUMS/ND MEDIUM /3 LOCATED AT #50, 44 & 36 JOAQUIM ROAD , � i / / 2g 2.5173 2.5Y73 down cape engineering, Inc. / / _ 150' 18.5 150" 18.5 HYANNIS, r> � o / / �/ , _24�23.91 MA 02601 SCALE: 1 =20 / SCALE: 1"=20' DATE: 9-6-00 ' TEST HOLE LOG ��� of of n, w CIVIL ENGINEERS / / / / I.o2 �� � ��" q REVISED: 9-13-00 (DOCK, ETC.) I,AI"rTD SURVEYORS _ _` _ / p! / NOT TO SCALEARNE} 30.52 i -29-' 9` 4 / OJALA• yG�r". g�� AH E REVISED: 12--19^-OO (EP, DRAINAGE) '- -2 \ ` \ 124.?tS/ SAND FO main St, Yarmouth, ma 02675 r -- _ _ a-- PIT cQ.� CIVIL H ; OJAL.A No. -� N6.263 � _ f 27 \\ .0 9ECIST NA "/,a1 LA0 = 20 0 20 40 60 Feet _ ` - cr MA APPROVED . DATE BOARD OF HEALTH DATE H. OJALA, P.E., P.L.S. A.