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0038 CAPTAIN ELLIS LANE - Health (2)
ara-��� TOWN OF BARNSTABLE LtAgTION S SEWAGE # 615 fnLLAGE ASSESSOR'S MAP& LOT A2-0 l6� INSTALLER'S NAME&PHONE NO. �-/i Fr ry �.►sa' SEPTIC TANK CAPACITY / 03 r LEACHING FACILITY: (type) sf - SW fnez (size) J J X 36 � NO.OF BEDROOMS O WNEKJ r BUILDER Off AQIe I PERMITDATE: S COMPLIANCE DATE: c Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility vv 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 o �°, .—.. 6'9G,�� V P /� � '�� i �_ s� � TOWN OF BARNSTABLE LOCATION 39 c44t, na, L,d SEWAGE # :f-VILLAGE > a"zis ASSESSOR'S MAP & LOT a5�-IO INSTALLER'S NAME&PHONE NO. Z2 f--PS2 SEPTIC TANK CAPACITY LEACHING FACII ITY: (type) 70p GG 60 (size) /O a'So �C2 NO. OF BEDROOMS '�;3 BUILDER OR OWNER FF PERMITDATE: 5 ,Z-69- 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 5 c� o s LOCAT ION . S E G E PERMIT NO. °T FLU!e VILLAGE INSTALLER'S CN-�AnME & ADDRESS GI !Vkl/tip B UI'LDE R OR OWNER AftlSI=/ �3� / DATE PERMIT ISSUED ! �R DATE COMPLIANCE ISSUED C ' :2/ 7 s v y - i J No.----...... Faa....../.�... ... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH _..Town--- ------.OF....Barnstable- -------------------------- ----------------------- Appliration -for Uiiposal Works Tomstrurtion Vrrntit Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal System at: .1At 11 taixl..E 1 s._Lane... Hy s ---------•----------•---------------------------------------------- Location.Address or Lot No. - mith.................................................................... B .rnst able W Owner Address a _yeterino.--Brothers-------------------------•---•---------------_-- Barnstable - - ------------------------------1-�=- ......--------•-------- Installer Address. ? Q Type of Building Size Lot_._.........=...57.....Sq. feet U Dwelling—No. of Bedrooms----------3--_____•--_-__-__. _ -_-.Expansion Attic ( ) Garbage Grinder ( ) per, Other—Type of Building _r9-Agn............ No. of persons.........6................. Showers ( ) — Cafeteria ( ) Q' Other fixtures -------------•------------------------- - __- low Design F ........................50 ....... per person per day. Total daily flow 300 9 Septic Tank—Liquid capacity------------gallons Length......4------- Width._P......... Diameter_.... ......... Depth---------------- xDisposal Trench—No_____________________ Width-------------------- Total Length.................... Total leaching area--------------------sq. ft. Seepage Pit No..................... Diameter-------------------- Depth below ml - Total leaching,are 1 scl. ft. z Other Distribution box ( ) Dosing tank Percolation Test Results Performed by.----- CrOdJell 7/1 1/1977 a .............••---..__..,.. Date ••-----••--------------------------- a Test Pit No. 1.......... ____rninutes per inch Depth of Test Pit-------7!_....... Depth to ground water_--------------------- L1 Test Pit No. 2----------------minutes per inch Depth of Test Pit-------------------- Depth to ground water--._..---__---_._------. W _ _- O Description of Soil__-O-4Q"--loam and subsoils---40.-1.44t4.--Sand with gavel x --------------- U ------------------------------------------------ ------------•-----•--•--•-----•---••-•--------•--•------------ ---•-••-----•-•--------------------•-------••--••--...... W U Nature of Repairs or Alterations—Answer when applicable_--------------------------------------------------------------------------------------------- ------------------------------------- -----------------------------------------------------•----•-------------------••----- ------•---•-----•---------------------------------------------------•----... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed_ auv 7/28/77 ...._ A lication Approved B / Date PP PP y---------- -�y,/� .�f'_---- ���1- �. — --- --------- Date Application Disapproved or the f ollowiny� reasons:-.-.'L. -_ 4_1 4_....../_-:*/T/ ..... '_ --------------------------------^------------. �l'�.•-'�-''�d-��'1.... - .--r�� -_---------- Date Permit No.................: ------ ---- ------ Issued--- 7/28/77 S/1K •�' dY ol),e . Date ..............f THE COMMONWEALTH OF MASSACHUSETTS :`: BOARD OF HEALTH •:.; , } x .. .........OF....Barnet-able- ... Appliration -fur Bigpoti t Narks Towitrurtion .Permit Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal System at: .Lot -11 Captain Ellis ae_x Hya�t3 Location-Address or Lot No. J.K Smith Barnstable w Veterino Brothers Owner Barnstable Address --------- :... -: : Installer Address QType of Building Size Lot....... 6a35.7....Sq. feet �;. Dwelling—No. of Bedrooms----------- _______________________________Expansion ttic ( ) Garbage Grinder ( ) Other—Type of Building _ranch_.___...___ No. of persons_________ ______________ Showers ( ) — Cafeteria ( ) QI Other y�fi_�'ures -•---------------------•------- -- •• w Design Flow-----_____ __.___ ...........__gallons per person per day. Total daily flow............. WSeptic Turk—Liquid capacity_--_________gallons Length------4'_------ Width.___8......... Diameter------.......... Depth................ x Disposal Trench—No_____________________ Width-------------------- Total Length-------------------- Total leaching area........------------sq. ft. Seepage Plat;No_____________________ Diameter________________.___ Depth below inl __ Tota leaching $r!e ___- --------------sq. ft. Z Other Distribution box ( ) Dosing ank ( ) `-' Percolation Test Results Performed by.__. �' .. ©4JC?S Date.7 --------------------------------- Test a ---- ,� Pit No. 1.......... ____minutes per inch Depth of Test Pit-------?!.2___. Depth to ground water..___________________. (� Test Pit No. 2----------------minutes per inch Depth of Test Pit---------------------Depth to ground water__.__._____-_..______.. xt' Description of Soil...©"40"__1Qam and subso l�..40.-4...4" Sand Frith gavel--_ U .....................-................................-...................................................................:.................... --------••-______-------------------------------------- w U Nature of Repairs or Alterations—Answer when applicable---------------- ----••-------------------------------------- •••--------•------------------•••-•---------------------------------------------------------•--------------••---- ---------------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has ((been ��..issued by tl� bcard of health. L gned 4 � 7/2 /77 ..-/ b*.�_ Date �rrwv� D Application Approved By_ -.. ._.... l -------------- --------.17"" '7 ' Date Application Disapproved for the following reasons:----:-------------------------------------------------------------............................................... --•-•----••..__••--- .................................................. ---------•-•-=--•------•••---.._.__._.._.__...__...--••-•-•---•---------------------•------------------•• ti Date 1�28�77 ----.................. Permit No. Issued- ------------ -- -- • Date - r THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ....T.q?n.................:.:.OF...Barnstable:....................................:............ t W"Irrtifirate of TLImpliatirr THIST,,tT�CERT�jF© l� the Individual Sewage Disposal System constructed (X) or Repaired ( ) b . y at___-__--Lot 19 , Captain Ellis Lane,, A%hhis ---•--------•--.•--------------------------------------------------------------------- has been installed in accordance with the provisions of Arlfcq XI of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.___?_- .............. dated..._�':"`_,eZ -7--- '___________.__ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. 7/28/77 /f DATE -==------........ Inspector. �`s / ' \, f THE COMMONWEALTH OF MASSACHUSETTS C BOARD OFF' HEALTH Town .................. .. . O F Barn9t aP16 04 ......................................................• .. ..� No -- % --- FEE_ i DinVntitt1 ark-p (lawitrurtion Permit Perrinssion is hereby granted......Veterin0 Brothers to Construct ( ,,,,) or Repair ) an Individual Sewage Disposal System at No-------- tia 3 j.33...1 S Zane,�_._4yann s r Street as shown on the application for Disposal Works Construction Per No._._ Dated_._.7f 28/77_____ ::_ - - j rs � Board of Health f 7/28/77 -4 DATE ...--••--••-------------------------------------------------------- FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS �,p sy to r, 3 J63'$7 ''. "• I l(��.i Y �� ¢ x v+ 4t w'•e{,'•f}� A t � '�• ,}I. +/' @ . '� ' "1(y.+/ ,` �.(]�. ..i y �a��T 4�j '. ° piµ, y✓'K{,i( I I tr .. 1 �� a .I. 4 'f(�7�y./. 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"v c�:r• ..� �. qq/F�.. . ` _ A/ tit Al Y`'e �.:1�rad��4.r +'�• .+ �q;.z y M Jr. . -i'v`fI II `' . ai aaiYd 1 #-u j1.4•i/ / �.�w+�4IV '' A. f Jf •; ,5"i y,'' a �. - a` - r �.x..r },r.. r -., i �• �^ "M/ l.Y/M r }� s *'� ���: yE 4�.F�,yf tk,"- + ; .`s' � ���`u-,.+ �?; 3 `S ^'• ,�" r �CJ/Lb//vG 5 ETBAC AL> _jj�ee 1MF �/T5 # '� • ' " 2QNT4 /0' 'S/L7e_,; Q'' ' 7PUS4 ' .{ /' •+x , � .� T Q v: *i ' t'N x : r a r • ;• E3 BOOMS r w SEP,T/C 5}/STfrI GM15'7"�UC7/QN ». ee -71 SIdAtLGpNF©2.MTO `MASS.* ;�`' pESiGN . FLOIt/ 4 GAL D'QY ?C--u,/ r,17�e� A cdw 2ATE "• � /.v;'�in/C� P,20PGSED �` '�EA`tTy TEcSU4:AT'i0�/S •-� �'G_ t+ :1 ': v: TO? OF , . r„ - _+ t P20"A,OS6.ti 1. AC N A 2EA"I 'i?040 ,' ., ^ !•'Y•Y ." v% •A• a ix til •4 W'•'+.• � R � s !•A�I++ Ic.T 4 ^"..F..y.. � 22.�7 /MP J2VIO(la"COVER + A • , _ �� M.A/+/NOL:f. #CQt!�,tz?O:�XTENb 7p � _ �f 7'r b, a2E VENT F/NES r tNiT/•N/N F/N/SHED GG'ADE ` *F�Or l /n!F/LTi2aT/ni�S 2✓ 4 i �//•//f11�� 1 r .� s ^.+ /1 a � s 1F rr ... � L „ t:RY 5�/�./E Y Gov `l �t D/STD P/ !f GA49 qw, r f - �� �.� .�-..y.,.'\{} w r *<. • �. 1 A 'r.,t , •a•F � G.O✓E.2 �O� , BAST $'OX .s '�• �` � . C'" 42/�t1//DL��. INIiV. '�/ /?vN �.a —'mac' v 3".ter/Ivy �,, •. t ` '�., M/N/MUv Gner.� . v .•,3'w 4,.D/q��.�s 7�i7cs✓� F /O"LCAGy/ —_ L•OW L/'vG'i s" M/N O/7CN. T .y •x.�4^ F -/O M/N h. v e , • '� . n2 M/N .r,.I'/T„S�.-"'.'. , �-fin // rya z.�QOa MY" / `• S' "•r k� d ..WASHED' •- 3 •a �+r .,t ,„• ' 7, "STD NE C OIV, • � �. + � /NVE d :ZTs jy d.A %NVF_@T, CA PAC%"TYx3 d� ' $ ;. Et,• a k 20VNF A' tW4TET2T/Gt1'T�- i•� � I Q� BdTl OF ' , /NVEet- + ;eta Gaeap�E G�/n/DEz ; kAqft LO.C—A /l/ =_tip/ n r/�t•%5 wI5 �3L x rY , 2EFE28AlCE SLG/ia/� 46-r // « GJ/t r w n I ,. y� I /G TANK IN' PEr./�4A1.U66.4r Z g-'F + ;AG '"sr- " t , O S .f2/6UT�ON BOX C5 OU9'GrETS) AND LEAC.WIAIO 'F�/T' •. s� FOQ ' '"• ,•� Y„". "�'� l•,',�, ^y'*u �y'O BE 0,� ,QEiNF0,2CEZD CONC.2ET� .f � OONC2ETE ST,ZENGTi/ 9000 Rs/ M/N. 2Oobo ,I 'LOAAlt DivG t APRIVEWAY'A/OT"TO 8E I4 TQ,P-y LANE Asa } , LOCATED to D8/V/V/S' , MLI'SS OVE2 uYSTEM lJ/VLE55 f/- 20 / DES1�N LOAO/n/G '/S !/SED. n � ;. =.M��.' ,•" P�Y.0 `IR1iL 1• �/ �� • ' 4[/(�I K✓M �;7 �V-f.JR .. DATE Ala.4 774 AG6"7 { A FWjeO V,4 Z_ TOP FNDN. AT EL, 66.9' SYSTEM PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT).. TO ENGINEER: ARNE H. OJALA, PE MINIMUM .75' OF COVER OVER PRECAST /° WITHIN 6' OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 65.0' DAVID STANTON WITNESS: ` 2' DOUBLE WASHED PEASTONE 3 21 02 '1' DATE: / / I L. 67.1' RUN PIPE LEVEL FOR FIRST 2' < 2 MIN/INCH 3 MAX. EXIStING 1QQ0LIr �, PERC. RATE _ GALLON SEPTIC 65.6't 62.0' 1 10198 CLASS SOILS P# j,lNANCYSTANK (H- 1O ) GAS i�`(RE-USE) BAFFLE 61.50 0000 61.33 00 m 0 0 o 0 61.17' C 3 C1 0 0 0 0 0 0 C3 " 2.5' m SIDES6' CRUSHED STONE OR MECHANICAL 000m 0 0moo 2-25' ® ENDS �oc t5 COMPACTION. (15.22I C2]) $ 2 0000 0 ooCJCJ; 5g17' Q ELEV, DEPTH OF FLOW = 4' < 7 % SLOPE) ( 2 % SLOPE) 3/4' TO 1 1/2' DOUBLE WASHED S1ONE 0-- 65.0' ao� ze TEE SIZES FILL INLET DEPTH = 10 6" OUTLET DEPTH 14" A LOCATION MAP NTS LOAM FOUNDATION--- EXIST SEPTIC TANK 60' D' BOX 9' LEACHING; 8�� 10YR 3/2 FACILITY 5.17' ASSESSORS MAP 250 PARCEL 106 8 LS 36" 10YR 5/4 62.0' C 54.0' PERC 64. MED/COS �0$•03 _� 2.5Y 5/6 ; 65.7 M LOT 11 NOT ALLOWED ' ,( �y SEPTIC DESIG J: (GARBAGE DISPOSER 1S > 65.0 16,356t SQ. FT. j DESIGN FLOW - BEDROOMS ( 110 GPD) = 330 GPD A. °r USE A ZU_ GPD DESIGN FLOW 132" 54.0' 66.0 "� 64. o SEPTIC TANK: .�2Q GPD ( 2 ) = 660 NO WATER ENCOUNTERED , + 64. + 64.9 1500 TH ,a• USE A ---_ GA',.LON SEPTIC TANK 5.5 LEACHINO 1. DATUM IS APPROXIMATED FROM QUAD 00 20 = 117.9 W 0p SIDES: 2(3C + 9.83) 2 (•74) ' -- - 2. MUNICIPAL WATER I� EXIST G 4C�7 ,r r-,r` 1�< $.2 . MT� TMIi DTPPTTrH Tf R1 rnf7 / TOTAL- 454 c F 336 ' Gp I) 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10_, 65 6 5. 64.8 - . -- 5. PIPE JOINTS TO BE MADE WATERTIGHT. HE ' 06 s / USE (3) 500 GAL:. LEACHING CHAMBERS (ACME OR 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS, 9 EXIST.APPROX. LOCATION E EQUAL) WITH 2.2`i' STONE AT ENDS AND 2.5' AT SIDES ENVIRONMENTAL CODE TITLE V. ,5 ^ 65.16 EXIST, LEACH PIT (SEE NOTE 7t0) 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY,. AND IS NOT DWELL ! / � TO BE USED FOR ANY OTHER PURPOSE. 65,9 k• B. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC BENCH MARK - HYDRANT �. �+ 66.8 TF b /�'�5.7// 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT ON TAG BOLT #521 s�'s' / / INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED EL. = 67.4 (ASSMD) ` + 74 DECK\O.HL 6 �� FROM BOARD OF HEALTH, Y 10, PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING 2`' L ONC. RE-USE EXISTING SEPTIC TANK LEACHING FACILITY 6 PATIO / (PROVIDE SUITABLE TEES 66.0 64.4 IF NECESSARY \ + 6 . GRA DIVE 69.4 �- +764,5 L E N TITLE 5 SITE PLAN 64.2 100A PROPOSED SPOT ELEVATION OF 38 CAPTAIN ELLIS LANE \ / 100x0 EXISTING SPOT ELEVATION 4 Oq IN THE TOWN OF: 64 / a.0 _ PROPOSED CONTOUR (HYANNIS) B A R N S TA B LE + 63.9 -- 100 EXISTING CONTOUR PREPARED FOR: JANET FARRELL -- 63. \ 30 0 \ 30 60 90 \ BOARD OF HEALTH \\ -- ED DATE MA SCALE: 1" = 30' DATE: MARCH 24, 2002 FPPRaV �I- 63.4 off 508-362-4541 fax 500 362-9880 Of G�4Wn Cape engineering, Inc. o�� ABN�N. G i���`ARNEAS�cyG CIVIL. ENGINEERS aAu► ' LAND SURVEYORS ,q, GIs � ��� A�' e 02--054 vain st. yarr,outh, Ma 02675 ` ARNE N. OJA LA, P.E., P.L.S. DATE TOP FNDN. AT EL. 66.9' SYSTEM PREFIL-F TEST HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO ENGINEER: ARNE H. OjALA, PE MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 65..C ] WITNESS: DAVID STANTON 2" DOUBLE WASHED PEASTONE 3/21/02 EL. 67.1' RUN PIPE LEVEL DATE: FOR FIRST 2' < 2 MIN/INCH Z 3' MAX. PERC. RATE EXISTING GALLON SEPTIC 62.0' 0 10198 77 1 I� _T� �65.6'± "LASS SOILS P# PANCYS TANK (H- 10 GASsr Q5 �.3 3' (RE-USE) BAFFLE 61.5 b-1,50' ��, 61.17' Cl C3 O Cl C� !� E`� ' 0 SIDES -9 2.25' '0 ENDS ELEV. LOCUS 0 6" CRUSHED STONE OR MECHANICAL 2' 0'-f I [Ul f,, COMPACTION. (15.221 [2]) s� 5 9.17 0" 6 5.0' DEPTH OF FLOW = 4.7 2 1 1 1 , 7SLOPE) % SLOPE) 3/4" TO '1 1/2" DOUBLE WASHED STONE I I TEE SIZES: I 'ILL INLET DEPTH = 10 6" 1 OUTLET DEPTH = 14 A I 1 FITS LOCATION MAP COAM LEACI-�INGFOUNDATION- EXIST SEPTIC TANK 87' D BOX I 3/2 FACILITY 8" ASSESSORS MAP 250 PARCEL 106 5.17' B I CURRENT ZONING: RC-1 FRONT: 30' LS SIDE AND REAR: '15' 1 OYR 5/4 1 (ZONING SETBACKS AT TIME OF CONSTRUCTION OF DWELLING 36" 2.0 WERE 20' FRONT, 10' SIDE AND REAR.) C 54.0' PERC M-_D/COS t 645 U 03' PROP. RE-LOCATFD SAS 2.5Y 5/6 6�5,7 LOT 11 (0 co 16 16,3 �3± So. FT. 0 f-) ......... to SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED v- 65.0 DESIGN FLOW: -3 BEDROOMS 110 GPD) IdO GPD USE A 330 GPD DESIGN FLOW 132" 54.0' 66.0 64., NO WAT7R ENCOUNTERED SEPTIC TANK: 660 + 64.5 64,9 GPD TES: -NO USE H A 1000 GA!_LON SEPTIC TANK (RE-USE EXIST.) 65.5 1 LEACHING:- 1. . DATUM IS __A_r'PROXIMATED FROM QUAD (01 2o.00, SIDES: 2L,-' 2 (.74) = 1 17.9 2. MI N."PAL WAl!"! ER IS E X I S TI N07 L 30 x 9.8:5 (.74) = 218.2 3. MIN!MUM PIPE PITCH TO BE 1/8" PER FC�OT. W BOTTOM: 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- io . Q, ---Z'a" 45z,- - ERTICHT. 65, 4,8 TOTAL: S.F. 336-1 GPD. 5. PIPILE JOINTS T3 BE MADE WATER 65 1 2,w + 66.0 - USE (3) 500 (GAL. LEACHING CHAMBERS (ACME OR 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 6P .. I , / EQUAL) WITH 2.25' STONE AT ENDS AND 25 AT SIDES ENVIRONMENTAL CODE TITLE V. 5 65A 17 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT EXIST. T ul DWELL. O BE USED FOR ANY OTHER PURPOSE. CO 65,9 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. q) 5.7 _S NEI'T TO BE BACKFILLED OR CONCEALED WITHOUT I" C) .+ 668 TF BENCH MARK - HYDRANT 0- 9. CEMPONENI 66.9' T ON TAG BOLT #521 INSPECTION BY BOARD OF HEALTH AND PERMISSION 013TAINED . 6 -. � EL. DECK0.�J (y (4�' FROM BOARD OF HFALTH, 67.4 (ASSIVID) L Q + 7.4 S- i / 4�j 10. PUVP & REMOVE (OR FILL W/CLEAN SAND) EXISTING Y ONC. RE-USE EXISTING SEPTIC TANK LEAOHING FACILITY 6 PATIO (PROVIDE SUITABLE TEES 66'0 64,4 IF NECESSARY) RAVEL All 6 1.4 + 6 1 DC' E N D 64.5 Tl�t T' L SIFIE' PLAN 6,4�3 64.2 100.0 PROPOSED SPOT ELEVATION OF 65 38 CAP !TA! N ELLIS LAB E 1 0OX0 EXISTING SPOT ELEVATION ......IN -H7 TOWN OF: 4 FABLF 64 .0 070 PROPOSED CONTOUR , ( HYANNIS) BARNS 63.9 'i00 EXISTING CONTOUR PREPARED FOR: JOHN FARRELL f.1 133 63\ 30 0 3 60 90 to BOARD OF HEALTH - ---__.__-__._.�_ ` g SCALE: 1 30' DATE-: MARCH 24, 2002 APPROVED DATE 63,4 REV 5/21/05 (MOVE SIS, PROP. GAR) off 508-362-4541 fax 508 M2-98,,,0 clovm cope en_gireerin il-�C' R N!E i KIN,E CIVIL ENGINEERS LAND SURVEYE[RS } Jf pp ,y /7 ., r 939 main st, yarmouth) ma 02675 7.11 21 7 -3%L.S. 02-054 0 �A4'_ qv�t ' q) DA T11