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Home My WebLink About0041 PRINCE HINCKLEY ROAD - Health a 41 Prince `Hinckley Road Centerville A = 172 187 u TOWN OF BARNSTABLE - LOCPTIbN c! z SEWAGE # . -: , VILLAGE �'C=d- / C �'� ASSESSOR'S MAP & LOT 17a�— 7 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY ,L b ra v LEACHING FACILITY: (type) "`' �'`E' `-= (size) -2 NO.OF BEDROOMS__ BUILDER OR OWNER rz S 5'' Z.Z'- rt� PERMTIDATE: /0.'��' Ct COMPLIANCE DATE: 6-7;—, - Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of caching Facility Feet Private Water Supply Well and Leaching Facility,,(�y wells exist on site or within 200 feet of leaching facili Feet Edge of Wetland and Leaching Facility(If any wetlands exist .within 300 feet of leaching facility)/ Feet Furnished by C-R LOtCAT1ON SEWAGE PERMIT NO. T.ot 9.7 Prince Hinckley Road VILLAGE Centerville, MA. INSTALLER'S NAME & ADDRESS Alfred Fuller Jest Barnstable, MA. B U I'L D E R OR OWNER Alan E. Small, Inc. Box 536 Centerville, MA. 02632 DATE PERMIT ISSUED 4/29177 DAT E COMPLIANCE ISSUED r �;t. r'fi� �f� 0 ;:j. 1. .�..t�ti. • ' �� A � ' { p_ No. bog-qM } F050 nn/ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:✓ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Zippfication for Zigpoga[ bps�tem Cow6truction Permit Application for a Permit to Construct( )Repair(x;�Upgrade( )Abandon( ) O Complete System qjndividual Components Location Address or Lot No. 41 Prince Hinckley R Owner's Name,Address and Tel.No. Assessor'sMaplParcel Centerville, MA Charles Steward 0263 Installer's T ne, dress �f�l qb ri septic service Designer's lyame,�ddr %Wd Teem o. P.E. Craig o , P.O. Box 1089 P.O.Box 1044 Centerville MA 02632 Type of Building: Dwelling No.of Bedrooms�3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building res identai 1No.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) we w ill install a new Title-5 leach system to the plans of Craig R. Short #1 -934 dated 9 24 02 . 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 this BaaVrd ealth. Signed Date LO"' Application Approved by AN. Date /0-1 —� Application Disapproved for a following reasons Permit No. Q 0 o 2 Date Issued to—► ,a�L / No. of(70 q3S, F,$5-0-.00 r w ✓✓ �' THE COMMONWEALTH OF MASSACFILUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Zipplication for Mi!5pogaf *pgtem Construction 'Permit Application for a Permit to Construct( )Repair(x)o Upgrade( )Abandon( ) El Complete System Individual Components Location Address or Lot No. 41 Prince Hinckley R Owner's Name,Address and Tel.No. Assessor'sMap/Pazcel Centerville, MA Charles Sterard -19 7 - 02632 Desi 's liame,RddresSand Te No.Installer'sOme, dre $c On septic service nrg hort, P.E. P.O. Box 1089 P.O.Box 1044 Centerville IM 02632 0 Type of Building: ' Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building residentai 1No.of Persons 1' 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 f Nature of Repairs or Alterations(Answer when applicable) we will install a new Title-5 leach system totthe plans of Craig R. Short #1-934 dated i 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 this B d Health. Signed Date Application Approved by S Date/D-i -�2 Application Disapproved for a following reasons Permit No._ u v 2 Date Issued I u.'j'U THE COMMONWEALTH OF MASSACHUSETTS Stweard BARNSTABLE, MASSACHUSETTS certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repairedj(XX)Upgraded( ) Abandoned( )by Wm. E. Robinson Septic Service at 141 Prince Hinckley Rd. , Centerville, MA as been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.o?Uo•?-y 3 e dated �0-/-v z Installer Wm. E. Robinson Sr. Designer Craig R. hor , P.E. The issuance of this permit shall not be construed as a guarantee that the sys f nction as es ned. Date . 0 a I o o� Inspector t will� 4,.4 CIC7"� --------------------------------------- No. d062- y3rf Fe$50,s'00 Steward THE COMMONWEALTH OF MAS ACHUSEvTTS PA PUBLIC HEALTH DIVISION- BARNSTABLE S M rA SACH`MTTS Xigpogal *p5tem Construction Permit Permission is hereby granted to Construct( )Repair( X4 Upgrade( )Abandon( ) System located at 41 Prince Hinckley Rd. , Centerville, MA 02632 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 of thi rmit. Date: ��/ ` �� Approved by � i I ( TOWN OF BARNSTABLE7c' �,� _SEWAGE # LOCATION 4 L�i > r`-c c- 6 -/ VILLAGE ' ! _` ,u. ASSESSOR'S MAP &LOT 7� INSTALLER'S'NAME&PHONE NO. SEPTIC TANK CAPACITY ' h, —►L(size) -- LEACHING FACILITY: (type) NO.OF BEDROOMS BUILDER OR OWNERS PERMIT DATE: /b�� A -;L. COMPLIANCE DATE: /C' �- -'Q��- Separation Distance Between the: Feet Maximum Adjusted Groundwater Table to the Bottom of aching Facility Private Water Supply Well and Leaching FacilitykIf any wells exist Feet on site or within 200 feet of leaching facilityf Edge of Wetland and Leaching Facility(If any wetlands exist Feet within 300 feet of leaching facility Furnished by - -j��i t? ?n. 3 -7 t�7✓Cl� x e SOIL TES TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR DATE OF SOIL TEST _ �! • e IL ELEV. - 100.0W s' _ 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE CLEAN SAND WITNESSED BY SOIL TEST DONE BY • •� Z /�� (ASSUMED) CONCRETE COVERS LOAM AND SEED OBSERVATION HOLE 1 ELEV.=___qS 7 4" SCHEDULE 40 PVC PIPE ASHED STONE �• MIN. PITCH 1/8" PER FT. � PERCOLATION �RATE �'�? MIN./INCH AT � ' 0 INCHES � C� 99 7 1/8" O 1/2" 'LAYER OF ' G c�ND� DEPTH HORIZ TEXTURE COLOR' MOTT. OTHER " W ~ • 3Z 4" CAST IRON PIPE IAAX. EXISTING SPOT ELEVATION OOxO �'3 ��/ IMN. `79.7 EXISTING CONTOUR ----00---- (OR EQUAL) MINIMUM .4 PITCH 1/4" PER FT. Z FINAL SPOT ELEVATION �a�� r�3 SP�`,G`I7 5 FINAL CONTOUR / FLOW LINE 4Ev�G S ,54 4. 7s a, SOIL TEST LOCATION � �� Z•YA Sol e7 UTILITY POLE �- 10" - - TOWN WATER —WSW------- 33 S $ CL 9�.5►5 ELEV. _ .�.7.33 MIN. o o ❑ ❑ ❑ ❑fl0 ❑ ❑ ❑ ❑ ❑ - 94 T 2 O" ° ° CATCH BASIN ®j ELEV. ___-- LEVEL ° ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ GAS LINE G Look,—"y 7 �� 97 ADD 6" SUMP fG.3 ° ELEV. _ ______ GAS ELEV. = 9`� 3 ELEV. _ ____ ° o CLEAN OUT BAFFLE DIS IftIBUTION ° ° ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ o 2' o CESSPOOL C.P. O ELEV. _ ° °°° ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ° ° ° 7d,co .Ss�ort LIQUID OUTLET �.00 ° ° ° ° ° ° ELEV. _ ___-_- DEPTH TEE �/ 4 FEET 14 INCHES (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED Z " 500 GALLON NE iN N WITH g 5 FEET 19 INCHES M �+ IF MORE THAN ONE OUTLET STONE iN AN 7 FEET FEET 24 INCHESINCHES �� 11000 GALLON (TO BE PLACED ON FIRM BASE) 12 X 2S� al TRENCH FORMATION WELL N A /�OWATER ENCOUNTERED AT _L a ELEV. 8 FEET 34 INCHES SEPTIC TANK 00 ZONE 3/4" TO 1 1/2" CLEAN JABSORPTION, n �� INDEX SOIL DOUBLE WASHED STONEADJUST FREE OF FINES do SILT SYSTEM SAS DESIGN CALCULATIONS USGS PROBABLE WATER TABLE ELEV. = _1A NUMBER OF BEDROOMS 3 OBSERVED WATER ( / / ) ELEV. = _ �j� GARBAGE DISPOSAL UNIT ro CIESEWAGE DISPOSAL SYSTEM PROFILE TABLE 2cMov�Q_Jo ATOTAL ESTIMATED FLOW NOT TO SCALE BOTTOM OF TEST HOLE ELEV. = -3340 GAL./DAY REQUIRED SEPTIC TANK CAPACITY 1�9GAL. exA-JT" J w, , f c �) ACTUAL SIZE OF SEPTIC TANK GAL. J SI SOIL CLASSIFICATION —� 7 DESIGN PERCOLATION RATE - MIN./IN. j EFFLUENT LOADING RATE 7 GAL./DAY/S.F. LEACHING AREA , , -4_4& SQ. FT. / Z' x 24" + L _c 74 LEACHING CAPACITY (AREA X RATE) 33 GAL./DAY `48 X-74 RESERVE LEACHING CAPACITY _�_ GAL./DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE G DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6" OF FINISHED GRADE. S. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN S P, 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE. L 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER / APPUCANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. p Q 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR 15p.p �� G IS TO CALL "DIG-SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS I5 \ j/ PRIOR TO COMMENCING WORK ON SITE. f7 ,1 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS f SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. 8. PARCEL IS IN FLOOD ZONE __Sc____. 9. LOT IS SHOWN ON ASSESSORS MAP _172 _ AS PARCEL 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER, AND FOR A MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTEM, AND BE REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255: (3) ZOO 1 (I.E. TITLE 5) IF ENCOUNTERED BELOW S.A.S_ PIPE INVERT. r 11. EXISTING SEPTIC SYSTEM TO BE PUMPED AND FILLED WITH SAND 'f I r ' OR REMOVED ( LE H A7C PATlO .. ORAIG ! 'tdiL AAftr " tit �, �,� I : � _ I sHO� ,`: :341 1::f APPROVED: BOARD OF HEALTH No. 27483 1 �• ,�; ' �� 3G 2 DATE AGENT 94 2 PROPOSED SEPTIC DESIGN FOR FS S7 E \AIA 7:) 0 'r o oc z s� IAT 110, 41 PRIDE HDICKM RD 0. y AREA 15,257f S.F j a ciuiG R R?; Az 235 GREAT WESTERN ROAD LOCUS 508- P. 0. BOX 1044 �1 398-8311 SOUTH DENNIS, MASS. 02660 ROUTE 28 - 1^1 / DATE SEP 24, 2002 SCALE 1 209 REVISED JOB NO. 1_934 LOCATION MAP REVISED SHEET 1 =OFl1 FB 19314 C: TSB PRO,/ 2362-00 dw 2362-00.DWC 0 2002 CRAIG R. SHORT, P.E.