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Home My WebLink About0069 BLANID ROAD - Health 69 Blanid - OIL p Osterville \\\ A = 140 046 O 0 0 oQ e e II o v TOWN OF BARNSTABLE LOCATION /4 SEWAGE # 04V 3�u I VILLAGE r✓t 1 �' / ASSESSOR'S MAP & LOT - �V0 O INSTALLER'S NAME&PHONE NO. 266 SEPTIC TANK CAPAC LEACHING FACILITY: (type) (size) NO.OF BEDROOMS BUILDER OR OWNER DA (S 60 k A4' i PERMITDATE: f d COMPLIANCE DATE:/,"�L Separation Distance Between the: Maximum Adjusted Groundwater Table to/facih Leaching Facility Feet Private Water Supply Well and Leachingy wells exist on site or within 200 feet of leaching Feet Edge of Wetland and Leaching Facility( s exist within 300 feet of leaching facility) Feet Furnished by l Y / G O V d Y TOWN OF BARNSTABLE Woo LOCATION �� SEWAGE # J��7 VILLAGE z ram+v l ASSESSOR'S MAP & LOT VO S INSTALLER'S NAME&PHONE NO. 6 SEPTIC TANK CAPACITY �� LEACHING FACILITY: (type)2=j (size) plN►'; NO.OF BEDROOMS BUILDER OR OWNER OA PERMIT DATE: f J r COMPLIANCE DATE:/� Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom f Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facili Feet Edge of Wedand.and Leaching Facility(If wetlands.exist within 300 feet of leaching facility) Feet -Furnished by a F l�� a: • �� III �� I i�'. r ) . �' r �� _\ �' tea. �� Q � � " l � No. J y Fee 5 0 .0 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01ppYication for ;h6pont &p.5tem Construction Permit Application for a Permit to Construct( . )Repair( x)Upgrade( )Abandon( ) O Complete System El Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. 69 hl#nid Rd Osterville orothy Darwin Assessor's a arcel `D 140-46 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. W.E. Robinson Septic Service C.R. Short P.O. Box 1089 Centerville P.O. Box 1044 S. Dennis Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( no 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) Install a new Title 5 septic system to plans of C.R. Short #1 -993 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 Cod and not to place the system in operation until a Certifi- cate of Compliance has been issued by this d ealth. Sig Date Application Approved by Date Application Disapproved for the following reasons Permit No._ -'s Date Issued � -_. � . .r�+•�.-. ....._....+.Wyv..xv-- .,r`..w...-iti'- �ri:_�..,i ...y._ _ - _ v .r.1;R„\'1�:��:�'4f.'-.-.- .. ._K.Y+ .. �. .,j �_. ,.. ° � �.. • _ r � Gsfr ��:�} k 3 5 dw 50.0 No. : ' { o . Fee a'f rr THE COMMONWEALTH OF°MASSACHUSETTS Entered in computer: LYes PUBLIC HEALTH DIVISION -,TOW OF BARNSTABLE,, MASSACHUSETTS 11pprication'for Migpogal *pgtem Congtruction Permit Application for a Permit to Construct( . )Repair( x)Upgrade( )Abandon( ) 11 Complete System El Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. 69 R1ynid Rd Osterville 'Dorothy Barwin .I Assessor's ap arce 140-46 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. W.E. Robinson Septic Service C.R. Short P.O. Box 1.089 Centerville P.O. Box 1044 S. Dennis * Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( nb Other Type of Building No.of Persons Showers( ) Cafeteria( ) j Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. ',yam Plan Date Number of sheets Revision Date Title n�) Size of Septic Tank Type of S.A.S. + K fv Description of Soil, Nature of Repairs or Alterations(Answer when applicable) Install a new Title 5 c;Pnt i-c system to plans of C.R. Short #1-993 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 Cod. and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of'Health. Sign ' � _ Date �'3 Application Approved by S Date 3 0 3 Application Disapproved for the following reasons ` I� Permit No.1"bo Via:_-n Date Issued Darwin THE COMMONWEALTH OF MASSACHUSETTS _ BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired ( x )Upgraded( ) Abandoned( )by W.E. Robinson Septic Service LI at 69 Blanid Rd Osterville has been constructed in accordance 'with the provisions of Title 5 and the for Disposal System Construction Permit No. 204-53D dated f /b Installer Designer ✓ r The issuance of this permit shall not be construed as a guarantee that the s .stem w'll function astnPA. Date �-� a•� I Inspector n,.� kJ- S - No. o-co 3 5 3 D Fee SO . r Darwin THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION . BARNSTABLE., MASSACHUSETTS lt5pogar *pgtem Construction Permit Permission is hereby granted to Construct( )Repair( x)Upgrade( )Abandon( ) System located at 69 Rl ani r Rrl nci-ervi 11 - 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 Qthis pe 't. w Date: 103/U Approved by BENCHMARK SOIL TEST TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR ELEV. = 100.00 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE DATE OF SOIL TEST f10L0 _------- I (ASSUMED) CLEAN SAND SOIL TEST DONE BY CRAICL R_ SHQRT P.E_ COVE 1 CONCRETE WITNESSED BY _11YM f.JRQ6�JJN�,_M__ COVERS LOAM AND SEED I 4' SCHEDULE 40 PVC PIPE OBSERVATION HOLE ELEV.=-_98.6_ MIN. PITCH 1/8" PER FT, 2" LAYER OF PERCOLATION RATE <_ 2 _ MIN./INCH AT _ 48_60_ INCHES 1/8" TO 1/2" DEPTH IHORIZ TEXTURE I COLOR MOT, OTHER 2.T MAX. 4" CAST IRON PIPE X " A 9.67 MAX. WASHED STONE (OR EQUAL) MINIMUM 7.67 MIN. I PITCH 1/4" PER FT. ` I Q Z LEGEND: 0-11" A LOAMY SAND 10YR4 2 NO _ UA�ATERIALE ZA@EL FILTER \ EXISTING SPOT ELEVATION 0010 UNSUITABLE FLOW LINE "� \ EXISTING CONTOUR - -00- PLUAlBING TO BE RAISED ELEV. = 97.30 1C" 96.67 FINAL SPOT ELEVATION 11- 8 LOAMY SAND D I10YR� NO MATERIAL ❑ ❑ ❑ ❑ v ❑ ❑ MIN. FINAL CONTOUR AND RE-PIPED BY A j -- - � ! FINE TO I ' LICENSED PLUMBER AS ELEV. _ _96.42_ 2 0" ° SOIL TEST LOCATION N£ElaED ELEV. 96.67 LEVEL ° ° ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ i Cl i Ci MEDIUM SAS 10YR7f6 � NO GAS ELEV. = 96_25 6" SUMP ELEV. _ _9K'.08 ° ° UTILITY POLE �- BAFFLE - - °° °° ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ° 2' ° TOWN WATER -A W SEE DISTRIBUTION CATCH BASIN ®; i uN��T LI UID OUTLET ELEV = °° o°° ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ °° ° o o GAS LINE T G� NOTE 10 8S- C2 FINE SAND 10YR8 2 NO MATERIAL H TEE B 0 X -9.5,22- I ELEV. = _93.92_ CLEAN OU. C.O.- 4 FEET 14 INCH S (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED �- CESSPOOL C.P. O 5 FEET 19 INCHES IF MORE THAN ONE OUTLET 2- 500 GALLON ORY' ELLS WITH STONE !90-144 C3 MEDIUM SAND t0YROJ2 NO 6 FEET 24 INCHES 1500 GALLON 7 FEET 29 INCHES (TO BE PLACED ON FIRM BASE) IN AN 1.3' X 25' X 2' TRENCH FORMA z WELL N/A NO WATER ENCOUNTERED AT 8 FEET 34 INCHES SEPTIC TANK �---- --- - - ---I K 7.32�ZONE -/- 3/4" TO 1 1/2" CLEAN SOIL ABSORPTION INDEX -N-Z DOUBLE WASHED STONE SYSTEM SAS �' ' ADJUST DESIGN CALCULATIONS FREE OF FINES & SILT (SAS) + NUMBER OF BEDROOMS SEWAGE DISPOSAL SYSTEM PROFILE USGS PROBABLE WATER TABLE ELEV. = _ A_ GARBAGE DISPOSAL UNIT NO, NOT_.SLLOWED OBSERVED WATER TABLE ( / / ) ELEV. = _1 A_ TOTAL EST/MATED FLOW NOT TO SCALE BOTTOM OF TEST HCLE ELEV. = _$�,�_ (110 GAL/SR./bAY X 3 OR.) -,3M- GAL./DAY REQUIRED SEP77C TANK CAPACITY" _1500 GAL. ACTUAL SEPTIC TANK CAPACITY -15M GAL. SOIL CLASSIFICA 77ON DESIGN PERCOLA 71ON RA 7E _ S:1_ MIN./INCH EFFLUENT LOADING RA 7' _Q_ A_ GAL./DA Y/S F. LEACHING AREA -.417-_ SQ. FT. (13'x25')+(76'x2') LEACHING CAPACITY _252_ GAL./DAY 477 X 0.74 RESERVE LEACHING CAPACITY -NSA- GAL/DAY NOTES: ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. I 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6" OF FINISHED GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 9b.6 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE 50.00" USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. ¢BB8' 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL 98.6 �98 BE MORTARED IN PLACE. SHE SHED LOT 16 5. NU ut lERMINAT1ON HAS BEEN MAUL AS 10 COMPLIANCE WITH 98.6 98.5 15,153 f SF 97 2 OBTDEEDED AIIN SUCH OR DETERM NATION ING O FROM APPROPRIATEICA AUTHORITY.. IS TO 98.9 N f98�r 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL "DIG-SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS 98.6 98.7 .2 B/T-ORIVE PRI7. CONTR TO RACTOR RACTOR COMMENCING VER FWORK GRAADESSITE.AND ELEVATIONS AS WELL AS 99.2 9.2 SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER } 99.4 7 IMMEDIATELY. / 8. PARCEL IS IN FLOOD ZONE GARAGE 1--, 9. LOT IS SHOWN ON ASSESSORS MAP tip_ AS PARCEL __46_. 98 ' I 99.4. 99.2 99.2 98 4 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER, AND 9 8.9 1 FOR A MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTEM, 99.4 lil'P��99.4 ! AND BE REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255: (3) (I.E. TITLE 5) IF ENCOUNTERED BELOW S.A.S. PIPE INVERT LAYER C2 CONC. SLAB r 11. EXISTING SEPTIC SYSTEM TO BE PUMPED AND FILLED WITH SAND OR REMOVED. 4 g '2. A ZABEL A1800 FILTER IS TO BE INSTALLED, LARGE 9.9 9Q y I c R TREE • 9�w -w 100.0 i NCl; T �, "; APPROVED: BOARD OF HEALTH 99.7 PA77p 29't J#2517 AGENT ! DKE LING ° PROPOSED SEPTIC DESIGN I I o IVA/N ST. ^ "� 9 . ° 2 WM. E. ROBINSON, S R. r � I I TANK 99.8 99.9 69 BLANID ROAD OSTERVILLE, MASS LOCUS _ -- )8 D B 98.9• w I w o Z b CRAIC R. SHORT, P. E. -----_ 235 GREAT WESTERN ROAD �9.0 0 LA ? � �G 508- P. 0. BOX 1044 . 95 2 O z � 398-83'1 SOUTH DENNIS, MASS. 02660 j DATE OCT. 14, 2003 scALE 1 - 20' 9d30 I REV. j JOB NO. 1 _ g93 4 98 7 I j _ _ I LOCATION MAP I REV --I ; SHEET 1 OF 1 - 0'-0993 R r3/onidRd.dw { 9 - � 2003 CRAIG R. SHORT, P. .¢