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Home My WebLink About0759 OLD STRAWBERRY HILL ROAD - Health �759 Old�Strawberry Hill'Road ' s Hyannis .5 A = 253 -011 a� t I; i r '� i 4 I� I f' �" m TOWN OF BARNSTABLE 1,OCATION L� eQ 511AA12/ e SEWAGE # � VILLAGE ASSESSOR'S MAP & LOT 26--' d i INSTALLER'S NAME&PHONE NO. i w S e) SEPTIC TANK CAPACITY LEACHING FACILITY: (type) �'S-� L. C (size) NO.OF BEDROOMS BUILDER OR OWNER PERMIT DATE: COMPLIANCE DATE: � ` `� '" 6 3 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (Iffany wells east 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 j� I TOWN OF BARNSTABLE LOCATION S� ��A Srti.a Lv 6` n�r��/ /fit SEWAGE # VILLAGE a'- ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. 17$" 'I PT L'. SEPTIC TANK CAPACITY 4!(6--e-) LEACHING FACILITY: (type) 3' L or , (size)/1 NO.OF BEDROOMS 'BUILDER OR OWNER 4117, O PERMITDATE: �� —; C� "�' '7 COMPLIANCE DATE: - Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching- ility Feet Private Water Supply Well and Leaching Facility (If any weep]?exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlan /exist _ within 300 feet of leaching facility) Feet Furnished by x � �;. - `:,. `r \,. es: �N� % �,'� "�' t ..,, `h y--" cr r�1 l_'� � �'' '� �� o �� //'� � 4 .� � � II _ � i i � I a P .. ' o No. Fee 5 0.0 0 ' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: " � PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Yes 2pplication for Mi5paal *pgtem Construction Permit Application for a Permit to Construct( . )Repair(X )Upgrade( )Abandon( ) O Complete System El Individual Components Location Address or Lot No. 759 O 1 d Strawberry owner's Name,Address and Tel.No. Hill Road Assessor'sMap/Parcel253-011 Centerville, MA Ned Hudson Installer's Name,Address,and Tel.No. 7 7 5—8 7 7 6 Designer's Name,Address and Tel.No. 3 9 8—3 0 6 3 W.E. Robinson Septic C.R. Short PO Box 1089 Centerville, MA PO Box 1044 `S. Dennis, MA__7� Type of Building: Dwelling No.of Bedrooms 4 Lot Size sq.ft. Garbage Grinder�o ) 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 Title 5 system to plans of C.R. Short Plan #1 -996 Date last inspected: Agreement: _ The undersigned agrees to ensure the constru ti aind-�ntenance of the afore described on-site sewage disposal system in accordance with the provisions of Ti e e nvironmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issu_ f Health. Signe Date, —� ),S. Application Approved by Date Application Disapproved for the following reas s Permit No. — Date Issued �No- f `� -.te a Fee$50 0.0 THE COMMONWEALTH OF MASSACHUSETTS', Entered in computer: PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplication for Zig'ogal *pgtem ctCon!6truction Permit Application for a Permit to Construct( )Repair(X )Upgrade( )Abandon( ) ❑Complete System- ❑Individual Components Location Address or Lot No. 759 Old Strawberry owner's Name,Address and Tel.No. Assessor's Map/P1 ce Hill Roadl Centerville, MA Ned Hudson Installer's Name,Address,and Tel.No. 775-877.6 Designer's Name,Address and Tel.No.- 3 9.8—3 0 6 3 W.E., Robinson Septic C.R.` Short � ~ PO Box 1089 Centerville, MA PO Box 1044 5, MA u Type of Building: d; 4 Dwelling No.of Bedrooms 4 Lot Size A sq.ft. Garbage Grinder�o ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date NumbeAbf sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Al erations(Answer when applicable) Install Title 5 system to plans of C.R. Short Plan #1 -996 Date,last inspected: Agreement: t The undersigned agrees to ensure the constructio atd tiaint ne ance.of the afore described on-site sewage disposal system in accordance with the provisions of Ti a 5io a nvironmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued y d f Health. Ak / Signed j! s - Date Application Approved by % % �, LZL�;_ XI`01Y C_v` Date Application Disapproved for the following reason Permit No. I� Date Issued Hudson 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 at 759 Old Strawberry Hill Rd. , Centerville, MA has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction PermitNo. 2 00 3 S k6 dated I I 2 C? 03 Installer Designer /'rr The issuance of thi's permit shall not be construed as a guarantee that the system wi3' furct' Date Inspector -------------.---._.--_—._T_ No. � �Z/tGi�o ----------Fee$50.00 Hudson ( THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Oigpogal *pgtem' Congtruction Permit Permission is hereby granted to Construct( )Repair(X)Upgrade( )Abandon( ) System located at 759 Old Strawberry 141 1 1 Rd. _�A,��-�xy� � l� 94 and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Co struction "us a completed within three years of the date of this permit, ` -Date- � � S Approved by / TOWN OF BARNSTABLE LOCATION /SEWAGE# n —SZ. C4 VILLAGE C L— , I. ASSESSOR'S MAP& LOT L� _ O 11 i INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY '0�6-U II LEACHING FACILITY,: (type) �-�- Z, C (size) —T'. f NO.OFBEDROOMS BUILDER OR OWNERs:� PERMIT DATE: &---'LQ—c3 COMPLIANCE DATE: I Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of 4e ching Facility Feet Private Water Supply Well and Leaching Facility (Ifgany wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by i i DESIGN CALCULATIONS - _------'---_-_- SOIL TEST- LEGEND: NOTES: NUMBER OF BEDROOMS -A_- DATE OF SOIL TEST 10127Z03 --______EXISTING SPOT ELEVATION OOxO GARBAGE DISPOSAL UNIT NO, NDJ ALLOWED SOIL TEST DONE BY CRAIC�_ R_ SHORT. F. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.F.G. EXISTING CONTOUR ----00---- TOTAL ES77MATE0 FLOW WITNESSED BY _1� .E,_$�ll�4rC__�13...__- TITLE 5 AND THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE FINAL SPOT ELEVATION DISPOSAL OF SEWAGE. FINAL CONTOUR r-- (110 GALIEWAAY X 4 OR) ._AAa_ GAL./D.AY REQUIRED SEP77C TANK CAPACITY 1,500_ GAL. OBSERVATION HOLE 1 ELEV.=__99.00 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO SOIL TEST LOCATION 1!9 ACTUAL SEPTIC TANK CAPACITY -1500 _ GAL. PERCOLATION RATE _�_ _ MIN./INCH AT _- 0=60 INCHE= WITHIN 6" OF FINISHED GRADE. UTILITY POLE -0- SOIL CLASS/FlCA77ON __ I-_ -_ 3 ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF TOWN WATER -W `Iv DESIGN PERCOLA77ON RATE _ `1__ MIN./INCH DEPTH HORIZ TEXTURE COLOR MOTT. I OTHER y WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN CATCH BASIN gym, EFFLUENT LOADING RATLc _ILZ4_ CAL./DAY/S.F. I 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE ?8273. GAS LINE � '" LEACHING AREA _ fi21_ SO. FT I USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. CLEAN OUT C 4. ANY MASONRY' UNITS USED TO BRING COVERS TO GRADE SHALL CESSPOOL C.P. 0 LEACHING)CAPAC CAPACITY ._A59-_ GAL./DA Y LOAMY SAND ' 10YR4 2 NO BE MORTARED IN PLACE. 621 X 0.74 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH RESERVE LEACHING CAPACITY _�L,LA_ GAL./DAY j i DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO 6-4Z 8 LOAMY SANDt10YR5 6 NO EL._ 95.5 OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 4 -__.__ _ % 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR i IS TO CALL "DIG-SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING 'WORK ON SITE. 7 CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS ■ 100.9 42- i SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION LOT 97.4 MEDIUM TO , t �' COARSE SAND+ 1OYR7/6 NO NA TN GRAVEL IS BE BROUGHT TO THE ATTENTION. OF THE DESIGN ENGINEER AREA 77107.2 SFIfENT IMMEE DIATELY C SEPTIC 99 cam""' -.;.� 1 I I 8. PARCEL IS IN FLOOD ZONE S. 011 98.1 TANK " 100.3 -------^- -- �- - 9. LOT IS SHOWN ON ASSESSORS MAP 253_ AS PARCEL . 96.6 $+ } 100.8 r¢o95 NO WATER ENCOUNTERED AT -_1].5__ ELEV _ _al5__ 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER, AND 98.4 `"" -, � 0 ' FOR A MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTEM, (C 98.6 _- 1�^�._e AND BE REPLACED WITH SAND AS SPECIFIED iN 310 CMR 15.255: (3) ' 95.8 � (I.E. TITLE 5) IF ENCOUNTERED BELOW S.A.S. PIPE INVERT, D.B. 98 9 1. EXISTING SEPTIC SYSTEM TO BE PUMPED AND FILLED WITH SAND CR REMOVED. 92.6 98.6 �1 98.7 SAKE 12. CONTRACTOR TO PROVIDE SHORING AS NEEDED TO PROTECT BWLDING 8H x HOLLY AND PROPERTY LINE. 96.1 99.3 100.$ 92.8 / O • 99.7 7- 2, 98.7 yy.o 100.3 EXISTING l ` 99.5 TITLE 5 & B.O.H. VARIANCES REQUIRED: DWELLING 100.8 lO SECTION 15.221 92 l 99.7 ?� ALLOWS ONLY 3' OF COVER OVER S.A.S COMPONENTS / 98.2 A 1' VARIANCE REQUIRED Q 95.8 98.6 / 1�00.4 100.5 3 98.8 RE-PIPE l ■ �` �. AS SHOWN; 100.0 100.2100.7I I 100.1 73 3� / - J 99.6 73 ` 98.219.2 99.3 0 99.8 � 95.5• 8.7 x 99.09.8 99.3 96.3 \Y 98.3 Y"9�9.0 99.5 � 100.5 x 100.3 ■ 100.5 ■ I 9.9 100.5 100.1 71�3 95.7 i ` 100.2 Q s 97.9 > 100.3 00.5 (C. 99.3 s Y - w 99.E P f 98.3 194.4S' . 99.3 L.�;,L>;� s - 100.4 99.5 + 95.3 98.3 9�8�2 If30.3 - - "�98.0 97.8 95.5 98.3- 98.399.1 I ■ 99.0 j .! I • 98.5 93.9 '~' .7 19 98.7/ 04 ��// 98.8 97.2 I / 240 t 95.1 96.8 � -- G.zr, � - ._ ExJS1AVG y n R C x .94.3 I 0 $ . x /v 92.0 193 A OVERVIEW Vy1= APPROVED: BOARD OF HEALTH 10Ei'' �7_ah't BENCHMARK �.` TOP OF OUry ATiON 20 FT. MINIMUM FROM CELLAR _ i "`� 0 2528 _ AGENT ELEV. - 100.00' 10 FT, MINIMUM 10 FT, MINIMUM FROM SLAB OR CRAWL SPACE /1 �'D # DAT ------ CLEAN SAND L _ (ASSUMED) CONCRETE PROPOSED SEPTIC DESIGN I COVERS 7LOAM AND SEED ' I I 4" SCHEDULE 40 PVC PIPE ! FOR `i"-- MIN. PITCH 1/8" PER FT. 2" LAYER OF 1/8" TO 1/2" *M. E. ROBINSON SR. /HUDSONI i 3.2'1 EXIST ! 4" CAST IRON PIPE 100.25 MAX. WASHED STONE BLUEBERRY 9.00 MIN. HILL RD ROUTE 2a ! (OR EQUAL) MINIMUM + I \ LOC. OLD STRAWBERRY HILL RD. ' PITCH 1/4" PER FT OLD STRAWBERRY ZABEL FILTER 1 m I LANE BARNSTABLE MASS. --_ FLOW LINE 96.25 � i L- _-__�(CEn! Tc R VILL E) ; PLUMBING TO BE- RAISED ELEV. - 96�80 t 0" ❑ O O u 0 ❑ 0 = r �. AND RE-PIPED BY A I LICENSED PLUMBER AS' MIN. ELEV. _ _96.20_ LEVEL i j °°° ° ❑ ❑ ❑ ❑ ❑ O ❑ ❑ ❑ ❑ ❑ q/N , � I "" CRAIG � SHORT P.E. I NEEDED ELEV. _ _�•_ _ GAS ELEV. _ _96.00 6" SUMP L-ELEV. _ _95.80 °° ° I ST 235 GREAT WESTERN ROAD BAFFLE �° ° ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ° 2' ° 508- 0. BOX 1044 I DISTRIBUTION ° ° ° ° ° o N� 398_g3, SOUTH DENNIS, MASS. 02660 ELEV. _ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 9350 LIQUID OUTLET BOX _�`2,�4_� ° °° ° ° ° ELEV. _ ------ f v 4 FEET 14 INCHES (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED �Z DATE SCALE " 5 FEET 19 INCHES IF MORE THAN ONE OUTLET 3- 500 GALLON DRYWELLS WITH STONE NOV. 7, 2003 1 1 1 = 20 i 6 FEET 24 INCHES 1500 GALLON 1 N AN' 13' X 33.5' X 2'774ENCH FORMATION Z WELZONL �i A I 7 FEET 29 INCHES (TO BE PLACED ON FIRM BASE) _ 8 FEET 34 INCHES SEPTIC TANK 3/4" TO 1 1/2" CLEAN -/ _-- SOIL ABSORPTION 6 INDEX _N A \ REVISED JOB NO. C I DOUBLE WASHED STONE `n ACJUSTN __ I I -996 i FREE OF FINES & SILT SYSTEM (SAS) j USGS PROBABLE WATER TAB_E ELEV. _ ^Jr SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER ,ABLE ( / / ) ELEV. = _ _ _ T REVisED SHEET 1 OF 1 J 1 f NOT TO SCALE BOTTOM OF TEST HOLE ELEV. = aj.�Q_ of-aEQAB R MuaMm dMg 02003 CR/uIG R. 9MORT P.E.