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Home My WebLink About0204 CLAMSHELL COVE ROAD - Health 204 CLAMSHELL COVE, COTUIT T� a = 005 051 y N0.�• i'L �l 1 Fee Iyl�. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS Ztppltratton for Oi$pOfsal *pttem Con.5tructton Vermtt Application for a Permit to Construct(/ )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. a0y t eqm �pvE Owner's Name,Address and Tel.No. r ao-APP s ,:T- CA ik Viq�?"f—I ACTy T� Assessor's Map/Parcel 00 _ 06/ � 9 7 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. <0 r 3'19 -35.qA Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder(Ito) Other Type of Building5iP-uE,r:hM Wq No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 330 4 gallons. Plan Date f 5ye-CO i9 lik Number of sheets Revision Date ff Title Size of Septic Tank 't�00 Type of S A.S. i Nf►L'r1QAT0A< 7tiloq A-P,K/7 Description of Soil �'� asp /+»+UF'l �4+ 0 f/4' 40nMy _5;A i0 /9'/3®� (- _�W® /ri6-aVlh 5AA-D Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to e e co t an nan f the afore described on-site sewage disposal system in accordance with the pi ions of Title 5 of t v on al o d not to place the system in operation until Certi - cate of Compliance has b i ued b o d h. Sign d Date C� Application Approved Date � �' Application Disapproved for the following reasons Permit No. Date Issued ` r— � No. .? /4 / ,� �Si ...777 ,- Fee �lQ• �- THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: N Yes PULIC HEALTH DIVISION - TOWN OF BARNSTABLE.,.MASSACHUSETTS 1,"Prication for Oigogal *p6tem Construction Permit Application for a Permit to Construct(►� )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. aO y rAm mock,CAVE - Owner's Name,Address and Tel.No. (7�v s "1-- Assessor's Map/Parcel OOc 97 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. So 319 '-392A Type of Building: , Dwelling No.of Bedrooms' wJ Lot Size X7 fit^sq.ft. Garbage Grinder(►t0) Other Type of Building5iw6uE f;MsL1/ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 33� gallons. Plan Date S l5 R tvK�r) J2 0 9� Number of sheets Revision Date Title Jk Size of SepticzTank 1�iOC7 Type of S.A.S. IN�1C'�2ATORK N/e/� ft�°A��7 Description of Soil �' &�• ' /►7El1�UI'1 SAtiy ��a � ^►� _RtiU 12�/30 Ly_ y� �wO 30,r�`�a0" f1jEQ/VM �A�yp , Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The:undersigned agrees to.ensur"e the cod ct io and enan f the afore described on-site Y sewage disposal system P in accordance with the pr ovigions of Title 5_of 1! r_on fal o 'nd notrto place the system in operation untilt Cert i- cate of Compliance h�b e sued by_thi,s Boatd th. / ig d it Date 7 Application Approved Date 5, Application Disapproved for the following masons , Permit No. Date Issued ^ J 97 ————————— ---------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of ComWiance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( ) Repaired( )Upgraded( ) Abandoned( )by at lJ gZA-I.-P eoi/ d eJ74 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Desig ner SvjjWV E2. 1 yvL� r The issuance oft is permit sh 9 of conistvue s- guarantee that the sysxei5lyk�+il fu/nction,.a�desigried. Date Inspectoril'��t1� No. / �� --------------------------Fee / 117� / THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS 'Wi5 pogal *pgtem Construction Permit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon ) System located at B !?1 .S .� (.> 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:Cons cf n must be completed within three years of the date of t s 1. Date: I J 7 I Approved b PP Y � , TOWN OF BARNSTABLE (,• b� a LOCATION �61� �/�� el� � ve I� SEWA.GE #� VILLAGE CD l y 1' /ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO S G 0 SEPTIC TANK CAPACITY DO �� W". 10 o e� LEACHING FACILITY: (type) Tarr (size) NO. OF BEDROOMS , BUILDER OR OWNER y CVO' PERMITDATE:' '�� ` ` COMPLIANCE DATE: C� Separation Distance Between the: Maximum Adjusted Groundwater Table and 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) Feet Furnished by Aroar -c = 1.7 it e -,i E 1` TOWN OF BARNSTABLE p 1 LOCATIONS y c- � ��I SEWAGE �I c I 1 ^W ) 5 I VILLAGE / ASSESSOR'S MAP &LOT f INSTALLER'S NAME&PHONE N0. `O S G vn DO �', ,q eal SEPTIC TANK CAPACITY _2a �c LEACHING FACILITY: (type) � are (size) NO.OF BEDROOMS , l BUILDER OR OWNER V ' PERMTTDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 Feet within 300 feet of leaching facility) Furnished by. _ 'We/ .. 3 z7-9 �S =3 b 1 �G1e7 �/ d J SOIL TEST TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR DATE OF SOIL TEST ZI A V !2 /9 ct V. _ G� - 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE SOIL TEST DONE BY SWEETSERLNGINEERING ELE CLEAN SAND WITNESSED BY ( Y?kU DtlAIM IA{6 CONCRETE COVERS 3 t_ OBSERVATION HOLE 2 ELEV•_.= 4" SCHEDULE 4-0 PVC PIPE LOAM AND SEED ' OBSERVATION HOLE � ELEV ,MIN. PITCH 1/8" PER FT. " PERCOLATION RATE L z MIN./INCH AT /.y INCHES PERCOLATION RATE 4 2- MIN./INCH AT ✓,9.. INCHES 1 le TO 1/2-.� 2 LAYER DEPTH HORIZ TEXTURE COLOR MOTT. OTHER DEPTH HORIZ TEXTURE COLOR MOTT. OTHER WASHED STONE 2� 4" CAST [RON PIPE VENT �� o M�DFv yt ro y,� b" (OR EQUAL) MINIMUM _ NOT REQUIRED ., �E / oAr4 Roo'T5 g st�ru,� �lI o A /oYQ PITCH 1/4" PER FT. z 1 CU. FT. OF `L" SAS.+1 31z CONCRETE FLOW LINE ANCHOR U' Jq 40A My /a yip12 or�sg ELEV. = 3� 7 10" la SAup 31y �, MIN. _ 3S-� 2NOw °VEL °° - -.,. � 0 10. ° _ 3t,1 \ �OAMN �ti yQ aL715 Icy" BAND `114 V �,$ v -° ELEV. - Q $AND 5/8 ELEV. 33-Y.� B GAF S ELEV. s �33.0 6" SUMP ELEV. = 3 DISTRIBUTION � b" MEDIvH ioy,c o?'!" MED��K loy,e FLEW - HIGH CAPACITY INFILTRATORS`VATH l .I C g�q��p Glv 1 C LIQUID OUTLET �, t0 r QEPTH TEE (TO BE PLACED ON FIRM _BA E) BOX -L + i' STONE IN AN Z I�p 1, 4 FEET 14 INCHES TO BE WATER TESTED 11 X 36 X rd TRENCH FORMA710N 5 FEET 24 INCHES 1500 GALLON IF MORE THAN ONE OUTLET Y+'Eu--/ E 9b WATER ENCOUNTERED AT 0 " ELEV. a 26 I vu WATER ENCOUNTERED AT 1 7�p np ELEV. = ZS 6 7 FEET 29 INCHES (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION v1 ZONE 8 FEET 34 INCHES SEPTIC TANK 3/4" TO 1 1/2" INDEX WASHED STONE SYSTEM (SAS) ADJUST LEGEND: DESIGN CALCULATIONS ? USGS PROBABLE WATER TABLE ELEV. = EXISTING SPOT ELEVATION 00,0 NUMBER OF BEDROOMS J SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / / ) ELEV. = _ EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT NO NOT TO SCALE BOTTOM OF TEST HOLE ELEV. = FINAL SPOT ELEVATION 0 . TOTAL ESTIMATED FLOW FINAL CONTOUR ( 110 GAL/BR./DAY X BR.) G 6 GAL/DAY SOIL TEST LOCATION 19 REQUIRED SEPTIC TANK CAPACITY a GAL UTILITY POLE -O- ACTUAL SIZE OF SEP11C TANK 1500 GAL- SOIL WI CLASSIFICATION I TOWN WATER —W CATCH BASIN \®l DESIGN PERCOLATION RATE < 5 MIN./IN. GAS LINE G ` EFFLUENT LOADING RATE 0.74 GAL/DAY/S.F. CLEAN OUT C.O. CHING AREA q 7y•3 SO. FT. CESSPOOL C.P. O rjA CHING CAPACITY (AREA X RATE) GAL/DAY o,-rs 33��' V7Y 3 x 0,TV f tZx37 ,� RESERVE LEACHING CAPACITY rC GAL/DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF 73AAW-Tildf-C RULES AND f REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. / 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 / tIV) WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 1 ANY MASONA.RY UNITS USED TO BRING COVERS TO GRADE SHALL Cd BE MORTARED IN PLACE. 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH I1 r DEEDED OR ZONING REGULAi10NS. OWNER / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 6. UTILITIES SHOWN ARE APPROXIMATE ONLY. EXCAVATION CONTRACTOR i I 1 / IS TO CALL "DIG-SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS t / <7 / / / j PRIOR TO COMMENCING WORK ON SITE. 1 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS 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 /'.¢ /31,3.6C412) 9. LOT IS SHOWN ON ASSESSORS MAP _ ___ AS PARCEL �! 1 T. A- us APPROVED: BOARD OF HEALTH DATE AGENT o,� � yz f / � PROPOSED SEPTIC DESIGN FOR o . /�/ / / / r l ! / l / ✓ / 1 / ( ^� �,r ko V J T 1 z6ff /1 V / / / t /J. ✓/ / / / 3 / @ �Er yam\ PROJECT LOCATION OT S 7 �a ''� `r GIL 04 colorr /-)4/ CL,,gM5HELL CO!/L ROYI Dre IV ,�� SWEETSER ENGINEERING / / / ♦ r , 235 GREAT WESTERN ROAD 508— P. 0. BOX 713 398-3922 SOUTH DENNIS, MASS. 02660 DATE S / 1 Sj c'p SCALE � •� � / ��/ � � boa '�' � `� � a -�vtvt s - t REVISED /2 j1� 5 ' JOB NO. / / 7) 0 U F_ LOCATION MAP : ., REwsED [ SHEET / OF / 1 01998 SWEETSER ENGINEERING