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HomeMy WebLinkAbout0424 OLD TOWN ROAD - Health 424 Old Town Road Hyariiis A = 248 — .159 f i i i e TOWN OF BARNSTABLE LOCATION sr�y QLe /Q SEWAGE# _?e/A VILLAGE G✓ ASSESSOR'S MAP&PARCEL /f INSTALLER'S NAME&PHONE NO. �� �p��co✓ -$jG SEPTIC TANK CAPACITY /mod �G LEACHING FACILITY:(type)��, L�-� y �ery� �J (size) ,e Af NO.OF-BEDROOMS OWNER PERMIT DATE: /-?6 /e 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) s Feet FURNISHED BY ",W 44 E gi4o.W:!y �i r J. '� O R� � p i r f No._ ;�o U— " Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 9pplitation for Disposal Opstem Construction Permit Application for a Permit to Construct( ) Repair(/Upgrade( ) Abandon( ) 101C*'Omplete System ❑Individual Components Location Address or Lot No. L�1 z!�al��® � � Owner's Name,Address,and Joel.No. Ass ssor'sflv�ap/Parcel �Y Instal er's Name Address,and Tel.go. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Z Lot Size sq.ft. Garbage Grinder Other Type of Building j� No.of Persons Showers( ) Cafeteria( ) Other Fixtures -7 Design Flow(min.required) lr gpd Design flow provided 3 Z/l + gpd Plan Date Zr7` l� Number of sheets Revision Date Title ?� G Size of Septic Tank ,S'DD Type of S.A.S. <Sd l7`r �rS Description of Soil /':310� 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 Certificate of Compliance has been issued by this Board of He h. Signed Date I/e_� la Application Approved by - Date Application Disapproved by Date for the following reasons Permit No10 0 to— 0� Date Issued "'�6— _. %=----------------------------- - - - -..,....•v�.�rs.,r.e+r.,R.r^i,:./.,s..,en^.,,,,i•-•-"v+vr ,w�s ,.wow=�..,i,,yc:yy ""•..r....yyp r-p."' ,. -�.....-.....,..-......r...-�.-...-.- .. E ,-,..e ,r._. .. _. -�.«.,t..., _,�, ., No. go v1V y.` i..;,,.n,,y Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF.BARNSTABLE, MASSACHUSETTS appfitation for bisposaf *pstem Construction Permit Application for a Permit to Construct( ) Repair(4pgrade( ) Abandon( ) Momplete System ❑Individual Components Locattiion Address or Lot No. L�J Z �L f 0� �® /J�/ � Owner's Name,Address,and fTel.No. Assessor's MapYParcel Instal er's Name Address,and Tel.go. 1 Designer's Name,Address,and Tel.No. 77/, Qow,� 7 -4/52VI Type of Building: Dwelling No.of Bedrooms Z Lot Size 7j �✓�sq.ft. Garbage Grinder Other Type of Building Y7,jz� ,f AIC No.of Persons Showers( ) Cafeteria( ) 1. Other Fixtures `J Design Flow(min.required) �© _ gpd Design flow provided / gpd k Plan Date, ✓r' /{ Number of sheets Revision Date �• _ Title S S/ e7,1 Z Size of Septic Tank Type of S.A.S. Ds'S Description of Soil �/_551 O,r e__ 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 Certificate of Compliance has been issued by this Board of He 1 h. Signed Date Aa-:.5 /l3 Application Approved by Date f'12G "l Application Disapproved by Date for the following reasons Permit No. aU to— 0y Date Issued I`,;�6 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certifftate of Cotnpfiante THIS IS TO C TIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) t Abandoned( )by D �� / �� at 4 Z�f D/e 72Gve� 1, &I" //'//dlh' s been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.a0 I0`0>0 dated 1 G ' °� Installer &71.2vlD 1�1/ Designer #bedrooms Z Approved design flow gpd The issuance of thi�p rmit s all not be construed as a guarantee that the system will nch n as desigq d. Date I rlIL7 Inspector VW•J -.CJ No. go to o a.v ---•-- -----'------•-'-------_______--..______-------------�-- _-----=_-� - Fee �-�=--- -- - THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Zisposaf 6pstem Construttlon i9ermit Permission is hereby granted to Construct( ) Repair(� grade( ) Abandon System located at. �i-Y 7 �h yU and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must must be completed within three years of the date of this permit _____­1 l Date V V Approved by SYSTEM PROFILE MALL ARKED EM COMPON N T SHALL TAPE OR BE 'VOTES (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS ASSUMED n o R PROVIDE MIN. 20" DIAM. WATERTIGHT J�\e ACCESS COVERS TO WITHIN 6 OF FIN. GRADE PROVIDE INSPECTION PORT TO WITHIN 3" OF FINAL GRADE \A 2. MUNICIPAL WATER IS EXISTING to FOUND. EL. 38.1' 0\a \ 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 36.0' MINIMUM .75' REQUIRED OF COVER OVER PRECAST 2% SLOP OVER SYSTEM 36.8' L cus 4.PRECAST H-�o 8" MIN. DIAM. UNITS TOBE AIGN DASHO HING R PROPOSED PRECAST 0 RISERS (TYP.) � COVER 2" DOU WASHED PEASTONE 2'0 4"OSCH40 PVC L T OR GEOTUTILE FABRIC PIPES LEVEL t ST 2' , 5. PIPE JOINTS TO BE MADE WATERTIGHT. 33.8 10" 1500 GAL H-1J.E �o �o .299 t6MTMONSTRUCTION DETAILS TO BE IN ACCORDANCE 33.a, TEE SEPTIC TANK ;3.65' 33.15' 310 CMR 15.000 (TITLE V.)j47' °°°°°°° 6" MIN. SUMPGAS BAFFLE::` Oo°o°o°o°-° 12" MIN. DIM. Ville Beo h go 1.85' o 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND 31.34' UQ. LEVEL (ACME OR EQUAL) ' 3 33.30' ���o ��� NOT TO BE USED FOR LOT LINE STAKING OR ANY .* H-20 305C INFILTRATORS OTHER PURPOSE. J°O•O O 0Ot 0•O O•O O O;O O°000000000°OOOOOOt. O O°O°0°O°O°O°0°0000000000000 O O O O O O O O O - o°o°o°ono„Oro,,0�0°O°O°O°O�O�000009O,0y0000°O. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. �- 3/4" TO 1 1/2" DOUBLE WASHED STONE a 6" CRUSHED STONE OR MECHANICAL 9. COMPONENTS NOT TO BE BACKFILLED OR COMPACTION. (15.221 [2]) OVERALL DIMENSIONS TO OUTSIDE OF STONE: 30.4' X 10.25' CONCEALED WITHOUT INSPECTION BY BOARD OF a 5.0' HEALTH AND PERMISSION OBTAINED FROM BOARD MIN OF HEALTH. ( 2 % SLOPE) ( 1 % SLOPE) (-!-X SLOPE) 10. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCUS MAP LEACHING CALLING DIGSAFE (1-888-344-7233) AND FOUNDATION- 10' SEPTIC TANK 18' D' BOX 2' VERIFYING THE LOCATION OF ALL UNDERGROUND & FACILITY OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF NOT TO SCALE THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL BOTTOM TH-1 & TH-2 26 3' WORK. NO GROUNDWATER FOUND UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS ASSESSORS MAP 248 PARCEL 159 PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE LOT LIES WITHIN WP DISTRICT PROPOSED LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED. LEGEND 63.94. 99- EXISTING CONTOUR X 99•1 EXIST. SPOT ELEV. 99 PROPOSED CONTOUR 198.4] PROPOSED SPOT EL. SYSTEM DESIGN. TH1 TEST HOLE GARBAGE DISPOSER IS NOT ALLOWED LOT AREA 2� SLOPE OF GROUND 17,185f SF DESIGN FLOW: 2 BEDROOMS ® 110 GPD = 220 GPD 34.1 UTILITY POLE USE A 220 GPD DESIGN FLOW FIRE HYDRANT ! ,` + as.o SEPTIC TANK:- 220CPD ..(2L-=-_440 _ NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING 1co +,I 4213 0 '' ' 27.6 USE (1) H-10 1500 GAL. SEPTIC TANK c c w w cv o rn `gyp PROVIDE 37' OF 40 MIL LINER AT 5' OFF +�6� w M SAS IN AREA SHOWN. TOP AT EL. 33.8', LEACHING: TEST HOLE LOGS BOTTOM AT EL 29.8' SIDES:2(30.4 +10.25) 1.85 (.74) = 111.3 GPD 28,7 BOTTOM 30.4 x 10.25 (.74) = 230 GPD ENGINEER: ARNE H. OJALA, PE, SE + 4 37.6 Cd WITNESS: DAVID W. STANTON, RS o 28.1 TOTAL: 461 S.F. 341.3 GPD 3 3 DATE: 1/22/10 USE (4) H-20 3050 INFILTRATORS, 00 WITH 1' STONE AT ENDS AND 3' AT SIDES PERC. RATE _ < 2 MIN INCH 4 z 5. 5 z, LO "' � CLASS I SOILS P# 12825 3 30 3 1 ro TH f I ELEV. ELEV. BENCH MARK - CORNER 2 MA 0" 4 37.3' 0" 37,3' of CONC. PATIO EL. = 37.2 3 3 �� 30,2 APPROVED DATE BOARD OF HEALTH � A A 1. '8 30.1 � o. LS LS 8 a�.caQP�o + _, 1OYR 2/1 1OYR 2/1 37,z TITLE 5 SITE PLAN 8„ 7,. WALK OUT OF 7' B B DOOR 3 EXIST. DWELLING LS LS �� TOP FNDN. = 38.1' 424 OLD TOWN ROAD 32" 10YR 5/4 34.6' 30" 10YR 5/4 34 8' + 41.E _� 36,37.1 + 36.5 WEST HYANNISPORT / iD 37 / �6 37.8 PREPARED FOR + �� 37. C C 36.7 -bb" BORTOLOTTI CONSTRUCTION/ PERC 3 + 34,5 ; ��V OF ASs-� 3 ����oFMgss9c DANIEL �yG KENNA ARTHUR MCS MCS +�z " \ `� DANIELA. yGs 'a h. m, 0,1 \ / 37, �o OJALA 01A JANUARY 25, 2010 4 80 38.8 • 1OYR 6/4 1OYR 6/4 No.4 37.0 O 37.9 e r off 508-362-4541 `D A`� -Z5'at® � N� a� c�G fax 508-362-9880 r0� `+ A � downcope.com JA _� ClVIL - " C7JALA �ROq o �- q � ,400 V down nape engineering, hac. No.46502 132" 26.3' 132" 26.3' � \ 1� 34.4 �� o ���- C OF6s 9 civil engineers NO GROUNDWATER ENCOUNTERED Scale: 1 = 20 s, A� �� u - land surveyors �o ( -Z5_2e40 CA � 939 Main Street ( Rte 6A) 0 10 20 30 4o so FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 10-001 N 10-001.DWG(SBO)