The URL can be used to link to this page

Home My WebLink About0740 SHOOTFLYING HILL RD - Health 740 Shootflying Hill Rd� Centerville A = 192 017 UPC 12534 No.2_153LOR HASTINGS.MN ' No: Feed THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: j Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZippYication for Mfgpogat *p6tem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System O Individual Components Location Address or Lot No. "t]y R S"d -F ti�_ l` Owner's ame,Address and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. l_k<ek Coo,Asv S� KLo s�- L9 Type of Building: _ Dwelling No.of Bedrooms Lot Size 25I 2 so.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow - gallons per day. Calculated daily flow gallons. Plan Date ? 16 Number of sheets Revision Date Title Size of Septic Tank 1 . -50 D Type of S.A.S. 2- _ vw C%- �c Description of Soil 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 ,1 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!�5._JJA� of Healt . Signed7 J Date IS @Z Application Approved by Date Application Disapproved for the following reasons Permit No. ® Uy2 3 y2 Date Issued 0 1 Y \ �j \ U No a00 i� M tea `«•7 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered'in computer: ✓� PUB IC HEALTH:DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIpprication for Migoml bpztem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 1744 4l Sao Y)1%d4 \N' \ec Z Owner's DLarne,Address and Tel.No. Assessor's Map/Parcel ' Q-z— Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. k elc.-..7 Cho '- 3IV, KZos�. L4 Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( �}� Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3 d gallons per day. Calculated daily flow '3 gallons. Plan Date 1'7 O-t- Number of.sheets 1 Revision Date Title Size of Septic Tank I , 1-7YO Type of S.A.S. 2 Description of Soil ` 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 not to place the system in operation until a Certifi- cate of Compliance has been issued by Board of Health. \ 1 O.Y Signed �ar�•� Date d�� OZ j Application Approved by / Date 0 �- t Application Disapproved for the following reasons Permit No.)(0? - 3 4/2 Date Issued o 1 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired( '✓)Upgraded( ) Abandoned( )by �-\ `e <C R CN V�_ (;: at -7 u 0\ S oe _r Ntie� ky, \ has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.' 002-3 y2 dated b'U a Installer Designer The issuance of his pdrmit shall not be construed as a guarantee that the syst ill,ftt�ction as d Est d..�-- Date h Inspector h.. IV --------------------------------------- No. (k)'—?t/;� Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Mwigpogal *raem (Construction Permit Permission is hereby granted to Construct( )Repair(e"U-, pgrade( )Abandon( ) System located at �+ �� S�oa� q 1AAk Q and as described in the above Application for Disposal System Construction Permit. The applicant recogni2es his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Constru tion must be completed within three years of the.date of thi ermit. Date: DD, Approved by 1 TOWN OF BARNSTABLE � LOCATION T sJ1D0 J�//l�1 t1�j1� WAGE # VILLAGE C rs i.,eilt We ASSESSOR'S MAP & LOT 012 INSTALLER'S NAME&PHONE NO. G/t SEPTIC TANK CAPACITY LEACHING FACILITY: (type) �Qv • size) del d J� NO. OF BEDROOMS 3 A Y BUILDER OR OWNER. ZiPERMITDATE: bi COMPLIANCE DATE: 1 L�,� 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 1 krl , TOP FNDN EL. 51.9' SYSTEM PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6' OF FIN, GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO ENGINEER. DARTER AND NYE WITHIN 6' OF FIN. GRADE BOARD OF HEALTH 0 � MINIMUM ,75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 50 0' WITNESS I EL. 49.6' RUN PIPE LEVEL 2' DOUBLE WASHED PEASTONE DATE: 1q/18f$4 \ TERN LAN FOR FIRST 2 \ PERC, RATE = < 2 MIN/INCH EXISTING.�2Q_ `� 3 MAX, LOCUS r GALLON SEPTIC t4� 48.0` GLASS SOILS P# 3597TANK (H- 1OAS 3 47.4 l7 BAFFLE 47.57 ____ � E� Q Q CO C] Cl C7 C:l47.17' _ [� [�] Q ® [] [] C) (�] 4' AT SIDES ELEV, 6' CRUSHED STONE OR MECHANICAL m m I� 0 0 E l _D Cl C.] O� 50.2' COMPACTION. (15.221 c2» �S 2' p ® C7 Cl L� Cl C7 L`l3 0 45,17' DEPTH OF FLOW = 4 ( 3+% SLOPE) ( 2 % SLOPE) LOAM AND TEE SIZES, 10, *CONFIRM OUTLET ELEVATION PRIOR TO 3/4" TO 1 1/2' DOUBLE WASHED STONE 2 0, SUBSOIL 48 2, INLET DEPTH INSTALLATION OF ANY PORTION OF SYSTEM OUTLET DEPTH = 14° LOCATION MAP NOT TO SCALE FOUNDATION-- EXIST, SEPTIC TANK 15' D' BOX 13 LEACHING GRAVEL WITHFACILITY SAND ASSESSORS MAP 192 PARCEL 17 6.5' 4 6,97' 113,91' MED SAND \ 38.2' 12.0' 38.2' NO WATER ENCOUNTERED NOTES: t 49.5 1 SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED > 1. DATUM IS APPROXIMATED FROM BARN. GIS MAPS I f DESIGN FLOW 3 BEDROOMS ( 11Q_GPD) = 30 _GPD 2• MUNICIPAL WATER, IS EXISTING USE A` 330 GPD DESIGN 'FLOW 3, MINIMUM PIPE PITCH -TO -BE 1/8' PER FOOT, / / I SEPTIC TANK: 330 GPD ( 2 > = 660 4, DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-- 10 - 5. PIPE JOINTS TO BE MADE WATERTIGHT, USE ' A 1500 GALLON SEPTIC TANK (RE-USE EXISTING) 6, CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 1 LEACHINGi ENVIRONMENTAL CODE TITLE V. 2,(25 + 12.83) 2 (.74) = 112 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE SIDES' 25 x 12.83 (.74) USED FOR LOT LINE STAKING. . n BOTTOM• = - -23 7 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC, 472 I TOTALS 472 S.F. 349 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED 49.8 O USE (2) 500 GAL. LEACHING CHAMBERS WITH 4 FROM BOARD OF HEALTH. + 4 5 STONE ALL ARQUND 10, PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING L, PIT 9.8 49 (a RETAINING co 1 ,. OAK X N BENCH MARK - CORNER WALLS 5" J PANE E o 1 ", - OF BRICK STEPS - �M LE 0 1 L G N D EL, 51.5 X N I TI TL. Sl TE r_L_M I 1 100.0 PROPOSED SPOT ELEVATION OF H X #749 SHOOTF-LYING HILL RD . 20 10' 100x0 EXISTING SPOT ELEVATION IN THE TOWN OF: i DECK X I 1~, 100 PROPOSED CONTOUR ( CENTERVILLE ) B A R N S TA B L E 1 918 i L .- - - I 14" OA q 100 EXISTING CONTOUR EXIST. 0 + 50.6 1 PREPARED FOR: R. SPINNEY DWELLING + 9•6 TF = 51,9' 51 0 + 50.1 \ 49.9 f- 51.9 EXIST. ST x \ 1 20 0 20 40 60 51.0 (RE-USE) \ BOARD OF HEALTH LOT 1 a; 25,270± SO. FT. 50.6 " + o �0 MA P �q ST 7, 2002 0.58t ACRES u, OAk` APPROVED DATE SCALE: DAT ��t� W 50.0 ! cam' ARNE ARNE H. `yG o H. T 1 OJALA OJALA PA ED DRIVE F,p --�-5 -- -- s 1 off 508-362-4541 CIVIL '+ No. 263419 1-�jy4 T�j� �(` 1 fax 508 362-9880 Q No. 30792. ^sJ �FCISIEa�� I - 0 51. " 9fCISTER�QLAND S4Q 5011 fs G�� nr.•� SHED so GRAVEL - -*`so. down cape engineering, inc. SroNAL PARKING 0' 450,1 . I I CIVIL_ ENGINEERS � sa0 LAND SURVEYORS ' ---X --,x`---= A-� sa.l W2 b _ ~ _ _ 25� 6 Z.-- -X-----X-----X- -. 4 Dz_26� 115.87' 939 vain st, yormouth, rya 02675 -- - _--�~-- A I ARNE H. OJ.A LA, P.E., � L.S. DATE