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HomeMy WebLinkAbout0027 BOG BERRY LANE - Health 27 BOG BERRY LANE, M A=044.007.003 i coo Zr Z 2Z Iq y 2?) zz s `31 3(o y3 33 aTOWN OF BARNSTABLE LOCATION �-� iF Q-�I L{r1 SEWAGE # VILLAG ASSESSOR'S MAP & LOT' INSTALLER'S NAME&PHONE NO. 'D2C.0 SEPTIC TANK CAPACITY I Sd 0 G{i•►�(• LEACHING FACILITY: ( pe) l3�5G0!AL k Am&1 5 (size) _13 X 3 NO. OF BEDROOMS BUILDER OR OWNER'P A V-SA(k UU''S kQs PERMITDATE: Y- y7 COMPLIANCE DATE: g 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 TOWN OF BARNSTABLE oP1 �� LOCATION �-� �� '�Y �-V� • SEWAGE # VILLAGE M A(U- Ad y\5 VlAtA ASSESSOR'S MAP & LOIN INSTALLER'S NAME&PHONE NO. 22L,© SEPTIC TANK CAPACITY ��GO G{i•AL LEACHING FACILITY: ( pe) 660 J Al_ Am6(V0-, (size) 13 3 y NO. OF BEDROOMS BUILDER OR OWNER PERMIT DATE: T —COMPLIANCE DATE: C/ 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 4 ig Zt l(O s31 3(0 . � y3 v3 No. / � Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION — TOWN OF BARNSTABLE., MASSACHUSETTS Zipprication for Iigpogar *pgtem Congtruction Permit Application for a Permit to Construct(9-11epair( )Upgrade( )Abandon( ) m.Ernnplete System ❑Individual Components Location Address or Lot No. A—7 /3 0(r. � /t e d[1 Y IV Owner's Name,Address and Tel.No. Assessor's Ma /Parcel / M 6RS i'` S M i C�S -rr4 P s i J"/A W i`rKOS p Yl/ 7-3 `I 8- 74!A C1 Installer's Name,Addre and/Tel.No. Designer's Name,Address and Tel.No. �JQ$° - ,�a � `Y '3o y �k`a Ste''etope, 1'� 1T R f) R2C1W MILLS /J7a4 1-/A0-ooSE Type of Building: j _+ Dwelling No.of Bedrooms 1 Lot Size A�j a170 sq.ft. Garbage Grinder(Alp Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow YL/0 gallons per day. Calculated daily flow gallons. Plan Date f:'30-9°7 Number of sheets CA Revision Date Title 51 Jr t S- t,c a 14" Size of Septic Tank I S ®Q Type of S.A.S. S cc- l--rc- R-a/1 4G-eRS 330 i Description of Soil .fit S t. S+ L7 IV 05 �P�/��d4�' � -S I" 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 ode and not to place the system in operation until a Certifi- cate of Compliance has been issue y t is o f Health. Signed Date / Application Approved by Date elka Application Disapproved for the following reasons Permit No. Date Issued — _ t 2..... � i .' f4 - - ' No. , Fee / U THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: j P.UBLI'C;HEALTHI DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS. Yes i ` 01pplication for M gpo1gaf *pgtem Cowaruction Per rnit-• Application for a Permit to Construct( Repair( )Upgrade( )Abandon( ) CU-emplete System ❑Individual Components :M Location Address or Lot No. A-7 /3 Q(7. 36 R R y ,e N Owner's Name,Address and Tel.No. 1 M1FR��Y^"S M�l h T14RS I L!A W 1-rKoS Assessor's Map/Parcel L- a 8 T 7�/a Ct Installer's Name Addres.�and Tel.No. '�� Designer's Name,Address and Tel. o. / _30 U, YZEi` 3 $'S y� k�a sir Val C�4.v�S�t_r S ) a �• l ngR�Toiv MILLS 11764 a,8- 00 Type of Building: ''I ' Dwelling No.of Bedrooms Lot Size a��a1g0 sq. ft. Garbage Grinder()VP a Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures 4 Design Flow / 0— gallons per day. Calculated daily flow Y 6 1 67-P 12 gallons. ' Plan Date CS 30_9 7 Number of sheets vZ Revision Date Title S 1 ye'w S� . 7 P141Q f ` Size of Septic Tank I S O C Type of S.A.S. S C I T-rc' R-c 11 A SAS 330 k Description of Soil �e?���� N z/ STEntC S t S+ L�►V i�S Nature of Repairs or Alterations(Answer when applicable) r , t . t z* 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 ode and not to place the system in operation until a Certifi- cate of Compliance has been issue } y this' oard"f He�ith. Signed i - Date ...� ', .. �- .T . :- `7pplicafion Approved'by ' -"r-tr. s:.,:. . _ Dater.►7.a Application Disapproved for the following reasons '€ Permit No. �'' 4f 0 Date Issued / ' I! l =--————————————————————————————————————— G , G THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance h THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed(paired ( )Upgraded( ) I` Abandoned( )by at X/ 1 4 U E4FRjqy &14 NC— /`1,00o N I t,11rl1as btieen constructed in accordance with the provisio s of Titl and e for Disposal System Construction Permit No. dated Installer I t` N,,0 G7 Designer V A OJ -L,f V-� Cc^,%Su q#q tj 7� The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date �'� i7 Inspector No. � ----------------- -----Fee t"#,I Y THE COMMONWEALTH OF MASSACHUSETTS ` PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS lw gpaaf *pgtern Congtruction Permit > Permission is hereby granted to Construct repair( )Upgrade( _)Abandon( ) System located at A-7 �O G" RLR / L,-NE' )''I A Q S7t>N S J"1-I LLL S i and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to PP g � Y 'i comply with Title 5 and the following local provisions.or special-conditions. Provided:Construction must be coiM leted within three years of the date of.thi . it Date: �/ G� �� Approved MARSTONS MILLS A.M. 44110-2 RjvgR VACANT LOCUS . S88 39 55'E 19382, UDDY oy� c"s'C 3 POND BENCHMARK ftT 9 S 7 \ \ i 0 TOP OF TAGBOLT �i / \ Ip 1p 10 CDc9w 6' N o ELEV.=100.0'(ASSUMED) �\ '38 106 O \ 01,OPEN \ `r \ SPACE BOG 106 b 1 11 yY ti TY lio LOCUS MAP ER T 0 � / o o o ---o A.M. 4417-3 R= 55.00 AREA=27,290fS.F \ \A \ PLAN REF. 444/15 L = 40.00' L— / -- ----- --- 14 0 �� pPROPOSED �s \ N RES. ZONE. RF" B' ' HOUSE Q 1 co 62614"W1 ----- rP#z \ PROJECT L OCA TION l�. I 27 BOG BERRY LANE I� tio� o �P#' 243' TO EDGE OF BOG MARSTONS MILLS, MA. �6'3' titi Aso. \ ��G�,►,p, � / � `N ©F VACANT A.M. 44/7-4 — �� tioo /ti° APPLICANT. PA9�d� 11 / / / / TAR,SILL A WITKOSA. No. 32M cy�, ti _ rs,'�EcrsT���° � YA NKEE SUR VE Y CONSUL TA N TS c LA P. O. BOX 265 ,r UNl T 5, 40B INDUSTRY ROAD �ss �rx` 4 of -; MA RS TONS MlL L S, MA. 02648—I CERTIFY THAT THIS SURVEY AND PLAN WERE MADE Lk PH (508)428—0055 — FA X(508�420 555J IN ACCORDANCE WITH THE PROCEDURAL AND TEC"HNICAL S THE COMMONWEALTH OF MASSACHUSETTS.TANDARDS FOR THE PRACTICE OF LAND SURVEYING �IN MURPHY � SCALE-- 1 "=30' DA TE 8/30/97 ho.749 4)7 f\ r ��IST `� REV. REV PAUL A. MERITHEW, P.L.S. DA JOB NO. 51296 SHEET 1 OF 2 TOP OF FOUNDATION 20' MIN. 10' MIN. CONCRETE COVERS 4" SCHEDULE 40 P. V.C. MIN. PITCH 1/8 PER FT. 2"LAYER OF EL=110 1/8"-1/2" VENT •� / / / CONCRETE COVER WASHED STONE "st 6' MAX 12" MAX / i / / , , , „ / / / i EL. =108 4 CAST IRON PIPE / ' ' / / / , , , / / (OR EQUAL) MINIMUM PITCH 114 PER FT. CLEAN SAND 9 FLOW LINE 5 MIN. INVERT 1 10" 14„ EL=104. 0 — 108.5' MIN. _ — z0' EL.- INVERT IN 6 SUM LEVEL o 0 000° 00 0Oo0 INVERT BAFFLE -10B' � EL. INVERT o 0 0°o EL. = 108.25' --- EL.= 107_— D EL.= 106. 75' o o° ° ° EL.=102 (TO BE PLACED ON FIRM BASE) DISTRIBUTION 4 4 MECHANICALLY COMPACTED OR 6" OF STONE BOX 4 CULTEC RECHARGER 330 1500 GALLONS TO BE WATER TESTED 12' X 36' TRENCH FORMATION SEPTIC TANK IF MORE THAN ONE OUTLET ,p T PLACE ON 6" STONE 314" TO 1-1/2" ,SOIL ABSO �,DTlP ON PROFILE 0 F WASHED STONE S YSTBM (Sly.S) SEWAGE DISPOSAL SYSTEM BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV. = 96.5 _ NOT TO SCALE NO OBSERVED WATER TABLE (5114197) ELEV. =_ 96.5 OBSERVATION HOLE 1 ELEV. =__108._5 PERCOLATION RATE �5 _ MINI INCH AT —54'= INCHES OBSERVATION HOLE 2 ELEV=_ 108.5 DEPTH HORIZ TEXTURE COLOR MOTT. OTHER DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-4" 0 ORGANIC IOYR 2-2 0-4" 0 ORGANIC IOYR 2-2 4"-8" A SANDY LOAM IOYR 4-3 4"-8" A SANDY LOAM 10YR 4-3 8"—48" B LOAMY SAND & 10 YR 4-6 8"—48" B LOAMY SAND & 10 YR 4-6 GENERA L NO TES TRACES OF SILT TRACES OF SILT 48"-144 ' Cl MEDIUM SAND IOYR 7-3 PERC. 48"-144' Cl MEDIUM SAND IOYR 7-3 1) ALL WORKMANSHIP AND MA TERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TO WN OF —BARNSTABLE_—__ RULES AND NO WATER ENCOUNTERED NO WATER ENCO UNTERED REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO SOIL TEST WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" DATE OF SOIL TEST 5114197 SOIL TEST DONE BY BRUCE G. MURPHY, R.S. 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITNESSED BY: JERRY DUNNING WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE p # 8942 DESIGN CALCULA TION.S,` USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4) ANY MASONAR Y UNITS USED TO BRING COVERS TO GRADE SHALL NUMBER OF BEDROOMS 4 BE MORTERED IN PLACE. GARBAGE DISPOSAL . . . . . . . . . NO 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH TOTAL ESTIMATED FLOW DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO ( 110--GAL./BR./DAY x 4___ BR.) 440 GAL/DAY OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY TOP LOAD REQUIRED SEPTIC TANK CAPACITY 1500 GAL 6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR 4 CULTEC RECHARGER 330 IS TO CALL 'DIG— SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS 4' STONE SIDES AND ENDS SOIL CLASSIFICATION . 1 PRIOR TO COMMENCING WORK ON SITE. 12' X 36' DESIGN PERCOLATION RATE . . . . . � 5 MIN./IN. 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS EFFLUENT LOADING RATE . . . . . . . 74 GALIDAY/S.F. SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. LEACHING CAPACITY (AREA X RATE) 461 GAL/DAY 8) PARCEL IS IN FLOOD ZONE __"C RESERVE LEACHING CAPACITY . . 461 GAL/DAY �I 9) LOT IS SHOWN ON ASSESSORS MAP _44_ AS PARCEL _ 7=3__ (36X12X. 74)f(36+36f12+12 X. 74 x 2) SHEET 2 OF 2 JOB NUMBER _ 51296