Loading...
HomeMy WebLinkAbout0200 INDIAN HILL ROAD - Health 13 nsllanY, ,,, I 'Rood. 1 i Barnstable A _ 336:'.'�060 Y k i a O I u 0 TOWN OF BARNSTABLE LOCATION �©G 71V I-JIL6 JqJ, SEWAGE # aooa-� y VILLAGE ! t ASSESSOR'S MAP & LOT3 -(��t7 INSTALLER'S NAME & PHONE NO. L- I LI S /,f6 -7, SEPTIC TANK CAPACITY S d LEACHING FACILITY:(type) v .F O Li S (size) 2 3 NO. OF BEDROOMS 3 PRIVATE WELL O PUBLI WATER BUILDER OR OWNER f?(;C r/t o f/i,f/ DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No J � � i43 � � /3,3 /o Feed !� U THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 0(pprication for Migoal *potem Construction Permit Application for a Permit to Construct( )Repair( /upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. a Ot: 1 d Owner's Name,Address and Tel.No. arc -�/�-�-- /J7 tYf � Assessor's Map/Parcel C �C(� `"LL Yv+H Installer's Name,Address,and Tel.No. Designer's Name,Addr and Tel.No. !z h k,-a,4 A �a S 3 17 ) low 4 Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.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 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) e 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 ' 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been ' y this Board ealth. Si Date Application Approved by Date Application Disapproved for the following reasons Permit No. 0.UdD7_ Date Issued l® —d 5- -O „.yw:'i.r�:-nr-w.,r^.ti.-.Rti..r�:::,,'...,, ..... �.-,.. ..:.-.:.s>iwiar.aFv-.::..,.P,-n+�`•-q+� ,..� .,.:•.:vr- -v»-... : -s.v.;::.q+.y' ...�...- -�+r«*s.�«-, ,_, .. .. l.. �O p U q ?'. , N aocz 1 �. *.t � _ Fee f ` THE COMMOAEALTH OF`MASSACHUSETTS` Entered in comp"uteri Yes e PUBLIC HEALTH,.DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS 0[pprication for Xtgpogar *p6tem Construction Permit Application for a Permit to Construct( )Repair( /upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. (3 GC 7r)(a�'� .t /JL, �(//�Ss Owner's Name,Address and Tel.No. Assessor's Map/Parcel 6C 7 Installer's Name,Address,and Tel.No. Designer's Name,Addr sand Tel.No. A- *.v 5 Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers(Aw ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title 1 Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) f e e S-e4b C ✓'BPS/ ��-(f Date last inspected: t Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system V in accordance with the provisions of T' 5 of'the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been ' y this Board ealth. l Si / Date / - ���yv�� Application Approved Date Application Disapproved for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS r BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded( ✓) Abandoned( )..by 1 1► 6-61c)_}4 rS CC P 5f (f, at OG -b)0( i 1 'ilk-,,q e H w - has been constructed in accordance with the provisions of Title 5 and the for Disposal System Constesigner tion Permit No.o�CC0 `Y-7! dated /0 a s-00 Installer 1 ►i 3 ��G O S ��`�S� ' cc, ' /'L C CTn P I nf/1��'d f Cc The issuance of this permit shall not be construed as a guarantee that the system will fu ction as-designed. Date (i—I Inspector 4 .............. ---------------------- No. cZQ0a— 'I 9 ? 410 Fee �0• THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS 't!6po5a1 *p6tem Construction Permit Permission is hereby granted to Construct( )Repai{( ' )Upgrade( ✓(Abandon( ) System located at �0() (/�I`G'� �+ t'I r-i 64 . c., : and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to r 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 permit. Date: Oc4 Approved by -� ' TOWN OF BARNSTABLE LOCATION aG W I-11L6 AJ, SEWAGE # duo?-M ' VILLAGE d 0 OM C"16 fASSESSOR'S MAP & LOT 33t —o�U INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITYAtype) (size) NO. OF BEDROOMS 3 PRIVATE WELL O CPUB)LIWATER BUILDER OR OWNER �(q/�(;E r)t® /i"f/ DATE PERMIT ISSUED: D. DATE COMPLIANCE ISSUED: / j - I '*VARIANCE GRANTED: Yes No I 114C� A 3 rro atyt OrT i TOP FNDN. AT EL, 41.9' SYSTEM PROFILE TEST HOLE LOGS <NOT TO SCALE) ACCESS COVER WITHIN 6' OF FIN. GRADE / ACCESS COVER <WATERTIGHT) TO ENGINEER% A.H. OJALA, PE MINIMUM .75' OF COVER OVER PRECAST /` WITHIN 6' OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 42.0' VISTANTONWITNESS% DA D S MINIMUM .75' OF COVER MINIMUM OCOVER OVER PRECAST OVER POLY TANK an RUN PIPE LEVEL 91002 2' DOUBLE WASHED PEASTON DATE: / / • 39.6' FOR FIRST 2' R4no (BOTH 39,0' PERC. RATE - < 5 MIN/INCH ►"a�" ""� LOCUS INVERTS) EL. 9 PROPOSED 11500 L/ GALLON POLYETHYLENE rGAS 5 ' CLASS SOILS P# SEPTIC TANK 38.24' �' 38.24 _ �' 2' @ SIDES (H-10) 38.41 - a BAFFLE 0.5' @ ENDS _ Q ELEV. V.21 �'�0 Rosy 0' 43.1' < 2 7, SLOPE) 6' CRUSHED STONE OR MECHANICAL " 14' $ DEPTH OF FLOW = 4' COMPACTION. (15.221 (21) '$ o ff' o 36.24' A <--J-:/. SLOPE) FSL REQUIRED TEE SIZES2" SPECIAL PROCESS TO 1 1 , ., 1 OYR 4 INLET DEPTH = 10' MIN. BELOW FLOW LINE 3/4" / 12 /3 OUTLET DEPTH = 14' MIN. BELOW THE FLOW LINE DOUBLE/TRIPLE WASHED STONE LOCATION MAP NTS 5.64' B FOUNDATION- 35' SEPTIC TANK LEACHIh=1G FSL 24' D' BOX 2� FACIL"'1"Y 10YR 5/6 ASSESSORS MAP 336 PARCEL 60 40" 39.7' ELEV. 30.6 Cl M/F COMPACT SAND AND GRAVEL 114" 2.5Y 6/4 C2 MS 1501, 2.5Y 7/4 30.6' C3 o I_ SILT LOAM NOTES! 142.03' � ,�9.6 I 156" 30.1' a1. - �\�' NO WATER ENCOUNTERED 1. DATUM IS ASSU ED I + 40 41.4 + 39.7 SH 2. MUNICIPAL WATER IS EXISTING 4t.4 4j 3. MINIMUM PIPE PIT H TO BE 1/8' PER FOOT. I \ 4. DESIGN LOADING OR ALL PRECAST UNITS TO BE AASHO H- 10 GRAVEL OEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED > 5. PIPE JOINTS TO BE MADE WATERTIGHT. I .0 DRIVE -J •)ESIGN FLOW1 3 BEDROOMS ( 110 \ � . _ . GPO) _ 3,30 GPD 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 1.4 '40.0 �'` ;JSE A 330 GPD DES i". N FLUW FN\/IP,ONMlrNTAI. ODE TITLE V. I n' 7. T HIS PLAN IS F U. rr OPOSED SEPTIC SYSTEM ONLY AND IS NO"' 1.6 �yz a \ >EPTIC TANK: 30 GPD ( j_) = 660 TO BE USED FOR ANY OTHER PURPOSE. P A V D \ �� USE A 1500 GALLON SEPTIC TANK 8. PIPE FOR SEPTIC SYSTEM TO SCH, 40-4' PVC, a0.6 b 1 PAP ON 41 \ LEACHING% 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT 9 W + 412 }.o _ / - 2(32,25 + 8,83) 2 (.74) = 121.5 INSPECTION BY OARD OF HEALTH AND PERMISSION OBTAINED � - EXIST. DWELL + 41.2 42.6 SIDES: FROM BOARD OF EALTH. I o TF = 41.9' DECK ; 1 4 . BOTTOM, 32.25 x 8.83 (.741 - 210 10. PUMP & FILL EXISTING CESSPOOLS W/CLEAN SAND, LOT 27A I SUMP PUMP 449 331.5 _ 11. SUMP PUMP DRAINAGE LINE TO BE RE-ROUTED 15,240t SQ. FT. LINE TOTAL:J � 1� USE 5 HIGH CAPACITY INFILTRATORS WITH STONE TO AVOID IMPACT N LEACHING .FACILITY a .1 I 12. NOTIFY DESIGN EN INEER TO INSPECT AND+ a AT SIDES, 0.5 AT ENDS, AND 14 UNDER CERTIFY INSTALLATION IN COMPLIANCE TO 1 H PLANS. INSPECTION BY TOWN IS ALSO REQ. a I + TREE FROM DRVE AMAGE I rn I 41.9 15' LEGEND TITLE' 5 SITE PLAN I - I + 41 + •a J a .5 100.0 PROPOSED SPOT ELEVATION OF �1.5 N 200 I DIAN HILL ROAD 42.6 HAWTHORN TREE 100x0 EXISTING SPOT ELEVATION 146.06 + 42.] *** RUN NEW SEWER LINES TO IN THE TOWN OF: I ��' `�9 SOWER.0 CLEAN TO CAST CASTR IRON ON BUILD OUTLETS ING ETS OO PROPOSED CONTOUR ( CUMMAOUID ) B A R I�l S TA B LE 428 BENCH MARK - CORNER OF AS NECESSARY. 10Q EXISTING CONTOUR PREPARED FOR: BULK HEAD. EL. = 41.9 GEO GE AND MARION CRONIN NOTE: BACKHOE/EQUIPMENT ACCESS TO BE NORTH OF HAWTHORN 20 0 20 40 60 TREE. PROTECT PAVEMENT/BERM FROM DAMAGE. ANY DAMAGE TO BOARD OF HEALTH 17 BERM MUST BE REPAIRED IMMEDIATELY TO PREVENT FLOODING OF LOT FROM STREET, RESTORE LAWN TO GRADE & SEED. APPROVED DATE MA SCALE: 1" = 20' DATE: SEPTEMBER 14, 2002 off 508-362-4541 fax 508 362-9880 `NOFM down cape engineering, inc, ���� asf9cy � h of Mq,%a�a, o ARNE H. �, o ARNE � OJALA H. U CIVIL ENGINEERS o � o A� CIVIL � �,, OJALA r, N .30792 Nq.28 Atl <r> LAND SURVEYORS ISTEW`�� 5 02--214 939 main st. yarmouth, ma 02675 AR r. 6JALA, P.E., P.L.S. DATE