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Home My WebLink About0059 CAP'N SAMADRUS ROAD - Health 0 CAPTN. SAMADRUS,CUTUIT - -- v A=038.031 TOWN OF-BARNSTABLE l LOCATION `�% CS T Sy�i�► �/��S SEWAGE # Y? .3Y 'VILLAGE carver ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. Arch' Ke tiri 7Z5,1 3C 2 SEPTIC TANK CAPACITY ?Sb® �.�`io�✓ o LEACHING FACILITY: (type) =S - l r,9 7'04' (size) f'X NO. OF BEDROOMS r OWNER P,!F S.9 PERMITDATE: j --COMPLIANCE DATE: 7Z;: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet i 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 q Furnished by A• I i + No. / — r� Fee C— P �� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE., MASSACHUSETTS es ZIpprication for Mi5po5ar *potem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) O Complete System El Individual Components Location Address or Lot No. 1 C f4ptj Owner's Name,Address and Tel.No. Assessor'sMap/Parcel o� Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Pt1RCq C®te r, 13� t�QcF Koizm Type of Building: Dwelling No.of Bedrooms Lot Size j®p sq.ft. Garbage Grinder( j Other Type of Building S No.of Persons Showers Cafeteria( ) Other Fixtures Design Flow 330 gallons per day. Calculated daily flow Q gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) �� AQ 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 not to place the system in operation until a Certifi- cate of Compliance has been issued by this Bo d of He , Signe Date Application Approved by Date /4, Application Disapproved for a fo owing reasons Permit No. 5 , F tr Date Issued 03 Y/ D Fee ` f No w THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE., MASSACHUSETTS Yes 01ppYfcatfon for Wgool *pgtem Congtruction 3permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components ti Location Address or Lot No. 501 C ApN S1A(0p s Owner's Name,Address and Tel.No. Assessor's Map/Parcel 03$ �^�' �l 3AWIC-C DESE jA Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. KC4 Cot\)sc. T1513(o bRQcE N1vjR?Nj Type of Building: Dwelling No.of Bedrooms 3 Lot Size j 0/ 3' sq.ft. Garbage Grinder(CVO Jf Other Type of Building 5 N No. of Persons Showers(Z.) Cafeteria( ) Other Fixtures Design Flow 33 a gallons per day. Calculated daily flow W30 gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil r/ Nature of Repairs or Alterations(Answer when applicable) Q S pm A 0 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 not to place the system in operation until a Certifi- cate of Compliance has been isp�d by this Bo d of He el _ '2�13 igned a Date ��-7 Applicdtion Approved by Date 3_2o- Application Disapproved for Ve fo owing reasons c Permit No. 17 5 - 3 $- Date Issue THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS T Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed Repaired ( )Upgraded( ) Abandoned( )by at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer TZA21- Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designe . Date A ,� Inspector �J No. " if Fee 10 y THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Migogar *pgtem Congtructton Vermit Permission is hereby granted to Construct Repair( )Upgrade( )Abandon( ) System located at S �Srn ,a 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 this pe it. Date: Approved by r a3 � 3 ' Ss ; TOWN OF BARNSTABLE LOCATION S� r, Svo-0109 roans SEWAGE # 't 3 VILLAGE wTy/ T ASSESSOR'S MAP& LOT - INSTALLER'S NAME&PHONE NO. Qncy �+ tiri 77�i 3� 2 SEPTIC TANK CAPACITY /Sd O G-.g/%.✓ LEACHING FACILITY: (type) . /• i744 70/V" (size) FX X NO. OF BEDROOMS HWi:&9�OWNER PC 76 2 !/t SF S ,9 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 I "J - t a 2 �9 WETLAND FLAGGED 5115198 � d BY YANKEE SURVEY �� °� g�9 F 6 .�, °4 �� S g390 LOCUS G I VER of BANK G 14� �04 0 LITTLE R To p E Cm D G f'o — � � 9� \ \ .� • - LOCUS MAP Z DIRT ROAD95 ?' Q � _ p LEGEND .911 \ EXISTING CO,NTO UR 101P R=128 44 PROPOSED CONTOUR 98 \ \ \ �� f SILT FENCE — oAD DIRT \ 198 o \ PLAN REFERENCE L. C. PLAN 34623 B \ 2 �5 p ti� \ RES. ZONE' RF SETBACKS. 0A` LIT CET �4 0 FRONT 30' 102.5\ wpR 10I SIDE 15 Cb II � O �' / w P IP GRADING JXVA / `� ASSESSORS MAP 38 104 \ � � � � ' GRO UND WA TER. PRO TECTION 13P _ ��P �6. 0 PROP. I � � \ 1 TP , �� 0 VERLA Y DISTRICT "GP„ \ DECK I \ e FLOOD ZONE.- »C» 1,2. 0 �2% Q 107 `''' 6P \ ° , W i 0 ,� �, SITE PLAN OF LAND p 64. 77 _ ° LOCATED A T. PROP.- o I �° 4 \ �� ASSESSORS L 0 T 31 DRIVEWAY O GAR. I , 4' � , -�\ 11 SLAB °° \ \ CAP N SAMADRUS ROAD �+ I 24. 0 40. o' I \ C07 UIT, MA. PREPARED FOR. I 1 o GUY L. RUFO M. I to Q �, �Q A. 38131 Q MAY 17, 1998 AREA= 4 0, 631 -�-S. F. REV MAY 18, �998 11 �I o ,� ~ �� GRAPHIC SCALE o �1 r jQO c99 a96> O 20 0 10 20 40 8o O .......: :<. j�l o / 1op ( IN FEET ) , 1 inch = 20 ft. � N38444o 26209 , � YANKEE SURVEY CONSULTANTS " °' \ \� \ o�r�l UNIT 1, 40 INDUSTRY ROAD — R 0. BOX 265 Ia 'f MARSTONS MILLS, MASS. 02648 A _. TEL 428-0055, FAx 420-5553. 61 GAf i 106. 5' TOP OF FOUNDATION 20 MIN. 10 MIN. CONCRETE COVERS - - 4" SCHEDULE 40 P. V.C. MIN. PITCCH 1/8 PER FT. 2"LA YER OF PROP. EL. = 105. 5 6"IMAAfl / , CONCRETE CO VEREL =105 P WASHED STONE EL. =103P 4" CAST IRON PIPE (OR EQUAL) MINIMUM PITCH 114 PER FT. CLEAN SAND FLOW LINE 9„ INVERT 110 14 N EL=102' MIN. - 103 5' MIN. f ,� . INVERT 2 0 GAS 6, SUM LEVEL ° ° o 0 0 _ 103. 0 ° INVERT BAFFLE' EL. _--_ INVERT , INVERT o 0 0 o°0 EL. = 103.25' EL. =_102. 45 EL. = 102 2' ° co • . . . • . o '° ° , ° =100. 5 (TO BE PLACED ON FIRM! BASE) DISTRIBUTION ° 4' 4' ° ---- MECHANICALLY COMPACTED OR 6" OF S7VNE BOX ll x38'xl' 1500 __GALLONS TO BE WATER TESTED 00 IF MORE T TRENCH FORMATION SEPTIC TANK r R THAN ONE OUTLET PLACE ON 6 STONE 1.714" TO 1-1/2" SOIL ABSORPTION WASHED ST9NE PROFILE OF SYSTEM (SAS> SEWAGE DISPOSAL SYSTEM OBSERVED WATER TABLE TEST HOLE(4/23/98) ELEV. 94_50 NOT TO SCALE TOP OF CONC. CULVERT E'LEV. =93. 96 OBSERVATION HOLE 1 ELvV.= 99.5= LITTLE RIVER ELEV. =__92. 95. i�fTTH HDRP ?''XT?TRE COLOR 1V0TT. ';ITUER OBSERRVATION HOLE 2 FmEY,=_101'_ ; 0"_78" TREE LIM PERCOLATION RA7T —S6_ MIN./ INCH AT _ 6" INCHES J 77�UNIO _ — WATER 6J" EL 4.5 DEPTH ORM TEXTURE COLOR MOTT. OYHER OBSERVATION HOLE 3 ELEV.— 99.75 DEPTH RORM TEXTURE COLOR MOTT OTHER 78"-100" B LOAMY SAND I0YR5-8 " _ O —14" A SANDY LOAM IOYR5 1 00"-126 Cl MEDIUM! SAND 0YR6-6 14"-24" B LOAMY SAND IOYR5-8 0"14" A SANDY LOAM IOYR5-1 24"— PERK 14"-24" B LOAMY SAND IOYR5-8 WA 7 FR ® 80" EL 94.3 24" -- WATER ® 65.5" EL = 94. 126"' Cl MEDIUM SAND 10YR676 126" Cl MEDIUM SAND I0YR6-6 r GENERAL NOTES „P" # — 913s SOIL TEST DATE OF SOIL TEST 4123198 SOIL TEST DONE BY BRUCE G. MURPHY , R.S. 1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D. E P. WITNESSED _.B): JERRY DUNNING TITLE 5 AND THE TOWN OF _. aVSTA_8_LE__-- RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2) ONE COVER ON SEPTIC TANK SHALL BE BRO UGHT TO WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF TOP LOAD 4 INFIL °RA TORS WITH WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 4 ' STONE SIDES ijIVD ENDS DESIGN CAL C ULA TIONS.' 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 11'X 38k I '5' O VERDIG OF ,�4" TO Cl HORIZON NUMBER OF BEDROOMS . . . . . . 3 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL OF MEDIUM SAND. GARBAGE DISPOSAL . . . . . NO BE MORTERED IN PLACE. TOTAL ESTIMATED FLOW 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH ( I10__GAL./BR.IDA Y x 3 BR.) 330 GAL/DA Y DEEDED OR ZONING REG ULA TIONS. OWNER/APPLICANT IS TO ° , 4 REQUIRED SEPTIC TANK CAPACITY 1500 GAL OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY 6) UTILITIES SHO WY ARE APPROXIMATE ONL Y, EXCA VATION CONTRAC..TOR SOIL CLASSIFICATION . . . . . . . . 1 IS TO CALL "DIG- SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS DESIGN PERCOLATION RATE . . . . . < 5 MIN./IN. PRIOR TO COMMENCING WORK ON SITE. EFFLUENT LOADING RATE . . . . . . 74 GAL/DA Y/S. F. 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS y LEACHING CAPACITY (AREA X RATE) 381 GAL/DA Y SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. . RESERVE LEACHING CA PA CITY . 381 GAL/DA Y 8) PARCEL IS IN FLOOD ZONE_-_»C»----- (38x11x. 74) SHEET 8 of 211x. 74) JOB NUMBER-__51561 9) LOT IS SHOWN ON ASSESSORS MAP _38_ AS PARCEL ^_31