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Home My WebLink About83-1502CRUISER LANE LEGAL NOTICE YARMOUTH CONSERVATION COMMISSION - NOTICE Notice Is hereby given of the intent Of: ' Dr. Louis A. Ferraro 306 Channing Street Belmont, MA 02178 To construct a single family dwelling and all work appurtenantAhereto at lot 13, Cruiser Lane, West Yarmouth, MA in accordance with the plans filed with the Yarmouth Conservation Commission. Heading on the above will be held in the Yar. mouth Town Hall, Route 28, South Yarmouth, IAA on Thursday, February 17, 2000 0 7:$5 p.m. PHILIP E. MAGNUSON, CHAIRMAN CONSERVATION COMMISSION TOWN OFYARMOUTH AD $150587 The Register, 2/10/00 t TOP OF FOUNDATION ELEV. 101 U 10 FT. MINIMUM ------------ 4- CAST IRON PIPE S�.oB (OR EQUAL) MINIMUM PITCH 1/4- PER FT. 9513 ELEV. a ELEV. - Vr (o 20 FT. MINIMUM FROM CELLAR SOIL TEST CLEAN SAND DALE OF SO 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE IL ST V4. 5 t /iyq TE CONCRETE SOIL TEST DONE BY —t tL . Sa cc 7— COVERSWITNESSED BY 4• SCHEDULE 40 PE PIPE LOAM AND SEED OBSERVATION HOLE 1 MIN./INCHELEv.- 16" ��Es OBSERVATION HOLE 2 ELEv= i MIN. PITCH 1 8- PER FT. 1 PERCOLATION RATE <'Z! 2- LAYER OF, 44 DEPTH HORIZ TEXTURE jr.Ay 1/8- TO 1/2- OTHER WASHED STONE 0-60/ &-i-, r 75yo! -Z it NOTREQUIRED Ll- / �f��2 z 1 CU. FT. OF FLOW UNE ,✓r CJ�'v 'a, CONCRETE 10' ANCHOR y,% -0 - GAS V. ELEV. _ _ 2 93• y 6' SUM VLEV. 9 3, 7 ° • 10' ELEV. ' ELEV. BAFFLE DISTRIBUTION _ _ ELE� (TO BE PLACED ON FIRMBASE)TO BOX CLEV.�f BE WATER TESTED HIGH CAPACITY INFILTRATORS WITH STONE IN AN rl7 500 GALLON IF MORE THAN ONE OUTLET II 3 TRENCH FORMATION z M 7� DEPTH HORIZ TEXTURE COLOR —17O—TT. OTHER 0-60/ &-i-, r 75yo! -Z it Ll- / �f��2 ,✓r to ?'N o/ CATION RATE —_ ?- MIM AMru AT / /- DEPTH HORIZ TEXTURE COLOR MOTE OTHER v 0-60/ &-i-, r 75yo! -Z it Ll- / �f��2 SEPTIC TANK (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION W� � / /)U WATER ENCOUNTERED AT �` ` ELEV. - _ Y �o WATER ENCOUNTERED AT >>`'� 3/4- TO 1 1/2- ZONE ELEV _ SS WASHED STONE SYSTEM (SAS) INDEX ADJUST SEWAGE DISPOSAL SYSTEM PROFILE USGS PROBABLE WATER TABLE ELEV. - LEGEND: DESIGN CALCULATIONS r� OBSERVED WATER TABLE ( / / .) ELEV. - EXISTING SPOT ELEVATION 00,0 NUMBER OF BEDROOMS / NOT TO SCALE BOTTOM OF TEST HOLE ELEV. - 7 EXISTING CONTOUR ----00--- GARBAGE DISPOSAL UNIT —NO FINAL SPOT ELEVATION 0. TOTAL ES71MATED FLOW t FINAL CONTOUR-----� ( 110 GAL/HR./DAY X # BR.) �� GAL/DAY , SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY ✓ GAL. UTILITY POLE -0- ACTUAL SIZE OF SEPTIC TANK 1500 GAL TOWN WATER 'W SOIL CLASSIFICATION CATCH BASIN t�j DESIGN PERCOLATION RATE < 5 MtN./N. GAS UNE C EFFLUENT LOADING RATE 0.74 GAL_/DAY/S.F. CLEAN OUT � CHING AREA -619,O SO FT CESSPOOL CP. rf'X-T& Viy.),Kz Z O CHINC CAPACITY (AREA X RATE) y5y.3 GAL/DAY 4019.0 X O.7k / \ RESERVE LEACHING CAPACITY ��, T - wlC 4/1.10! /)YDz,d �r 7hGR,�:7 �v6 Et�ivoa C�ISf�^'�%) GAL/DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF _ r y 'W "' l' � 7-f RULES AND 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 SHAG BE CAPABLE OF 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 ING AREAS. 4. ANY ASONNARY UNITS U1SED TO BRING COVERS VES OR PTOKGRADE SHALL 10. CLMEM DOVNSPCUTS, AND DRYIM 5 ARE TO � INT RUED. BE MORTARED IN PLACE. 11. ALL U° IRTA! LE 14-47RIAL S'iA1L BE REMOM FROM UNDER AND FM 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH A b!"T! N OF 5' AROUND LEACK40 FACCJTY AND BS REPLACED CC7}t DEEDED OR ZONING REGULATIONS. OWNER APPLICANT IS TO . VATMAL AS S'E^^ IN 310 Cit'; 15.25'"(3) / 12. TH_' C,%V Ig SMr,;;r IN {I1 A_*"�`F �, TO E- VVECILD OT EryIH OBTAIN SUCH %,I ARE APPROXIMATE FROM APPROPRIATE TION CONTRACTOR T►C TC"4 BOARL M Y A 7H A, 0 D=74 �et',�'_'t.`L�t. IT IS N01ED THAT 6. ISTOUTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR THE TESITH;.-M,, A� 2r IYSTAn A"D TIE VIAL. SUDDNr-791 NOTED IS TO CO -DIG-SAFE' O ON SI344-7233 AT LEAST 72 HOURS A POR111N OF DfS LOT AS LO'r.tA,4D. PRIOR TO COMMENCING WORK ON SITE 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. & PARCEL IS IN FLOOD ZONE 9. -LOT iS SHOWN ON- ASSESSORS-MAP-Za:Z--_8 -AS- PARS T . f APPROVED: BOARD OF HEALTH'" k ' e i �^�..:a T.^T.�...s.�.n^.-c...: mrs •�mrr .wr.�.^ce'o^•aay.+-:......��. ..-n--.�.....t+�r �....�..q-. ��. ..e.--...�. -: -...-.-.. a.--.�..a-..�..v.��-..-..�...e.e��s.v ...-�f.��+......-..+..-...N ..-... s.�....�..,�+-... "t.R.e.'. �-.- �. - -. w.. - 4 - 1 20 FT. MINIMUM FROM CELLAR (( TOP OF FOUNDATION SAIL :TEST lD_0 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL. SPACE DATE OF SOIL TEST V4. CLEAN SAND SOIL TEST DONE BY IL • sr�c. c r CONCRETE COVERS WITNESSED BY 7<. LOAM AND SEED 40 SCH> DUCE 4D PVC PIPE OBSERVATION HOLE 1 ELEv.= 106. OBSERVATION HOLE 2 ELEV.- P MIN. PITCH 1/8- PER FT. PERCOLATION RATE <Z /j 2- LAYER OF M1N./INCH AT _ � 0 INCHES PERCOLATL � -z � HORIZ TEXTURE COLOR x OTHER 4y /f 1 /8- TO 1/2- ELS r i `iG S 4- CAST IRON PIPE D-� O/4 t1 WASHED STONE VENT X, 5�+4I5 (OR EQUAL) MINIMUM 71 NOT REQUIRED PITCH 1/4- PER FT. REVISED �% Lj;FLOW 1 CU. FT. OF LOCATION MAP FE"SED SHEET / OF . . UNE 93•� a CONCRETE ANCHOR MIN. ELEV. 9So GAS ELEV. 93 9 6- SU P ELEV. = 9 3, % til" 10- ELEV. _ BAFFLE _ o �` o I.- a DISTRIBUTION _-d LIQUID DEPTH 4 FEET OUTLET TEE 14 INCHES .!TT (70 BE PLACED ON FIRM BASE) BOXr. TO BE WATER TESTED 7 HIGH CAPACITY NO INNLTRATORS WITH z 5 FEET 19 INCHES li 3¢ X 2 1500 GALLON IF MORE THAN ONE OUTLET TRENCH F04.MATION M 6 FEET 24 INCHES DEPTH HORIZ TEXTURE COLOR x OTHER 6 FEET 24 INCHES DEPTH HORIZ TEXTURE COLOR MOTT. OTHER PROJECT LOCATION co/?7 C. sa.,.� •/ VJ . lf,)x� .s-,+ .r ,:% ��a r D-� O/4 Logue SWEETSER ENGINEERING 235 GREAT V,'ESTERN ROAD 508- P. 0. BOX 713 398_3922 SOUTH DENNIS, MASS. 02660 71 .SCALE REVISED JOB N0. t!(� l �— LOCATION MAP FE"SED SHEET / OF . . ON RATE MIN. ANCH AT 'C- "- INCHES i DEPTH HORIZ TEXTURE COLOR MOTT. OTHER PROJECT LOCATION co/?7 C. sa.,.� •/ VJ . lf,)x� .s-,+ .r ,:% ��a r D�� 7! UfY SWEETSER ENGINEERING 235 GREAT V,'ESTERN ROAD 508- P. 0. BOX 713 398_3922 SOUTH DENNIS, MASS. 02660 71 .SCALE REVISED JOB N0. t!(� l �— 3 i I SOIL ABSORPTION � / t0 WATER ENCOUNTERED AT 1 ELEV. ��, , 7 FEET 29 INCHES (TO BE PLACED ON FIRM BASE) J WATER ENCOUNTERED AT )may, v 8 FEET 34 INCHES SEPTIC TANK ZONE 3/4- Tot 1/2• WASHED STONE SYSTEM (SAS) INDEX ADJUST LEGEND: DESIGN CALCULATIONS OBSERVED WA SEWAGE DISPOSAL SYSTEM PROFILE UWATER SCSPROBABLE WATER TABLE ELEY = EXISTING SPOT ELEVATION Oo,�O NUMBER OF BEDROOMS NOT TO SCALE ER TABLE ( / / ) ELEY: _ _-� EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT NO BOTTOM OF TEST HOLE ELEV. _ >.Ir FINAL SPOT ELEVATION 00. TOTAL ESTIMATED FLOW �j FINAL CONTOUR— 9 — (110 GAL/BR./DAY X ? SR.) 4_ _ CAL/DAY SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY GAL , UTILITY POLE -o- ACTUAL SIZE OF SEPTIC TANK 1500 GAL , TOWN WATER —W SOIL CLASSIFICATION � , - r CATCH BASIN t®\ DESIGN PERCOLATION RATE < 5 MIN./IN. GAS LINE C G EFFLUENT LOADING RATE 0,74 GAL/DAY/S.F. CLEAN OUT 0_� CHIN0 AREAF v'.a SQ. FT. CESSPOOL C.P.0 �»S9J4(Y9Xzxz) CHING CAPACITY (AREA X RATE)'3 GAL/DAY Gly -0 X 0,7y RESERVE LEACHING CAPACITY GAL/DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF 1 ,r'" + RULES AND I REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. %wgy_7Yva 2 ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO EC /voU !93' L'L' �lr� WITHIN 6" OF FINISHED GRADE. G - 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF � 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 WITI-fIN 10 FT. OF DRIVES OR AREAS. \ C ' 4. ANY MASONARY UNITS USED TO BRING COVERS TOKING GRADE SHALL 10. CUTTM"a DOs"I?01fF5, AND VnrL.S ARE TO E'r OV47ALLED. BE MORTARED IN PLACE / 11• ALL UN_JrrA" .E itATER'/= `..''LAST E° R-n-AlO`n- FrMl UNDER A"iD FOR 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH IZ oo �` A M^^1rJ4 OF 5 AP#YJN"3 LEACHING FACI'JT11 Y AHD P' R!YUCEO ".TH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO M.A-u"AL AS r ECT.= Cd 310 C11:T 15.2ati 4 ( ( OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. I 12. TNv Cti b1=- IN fll AM'0 Z IS TO EE PI"°ECTFD BY PIN IS 6. is TO SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR �J THE TCS d BOAS `" 5' Df NT DES H E* r^?� aR a! T}I,4T IS 70 CALL 'DIG -SAFE- AT 1-$88-344-7233 AT LEAST 72 HOURS GO r(✓ G? T}£ 7'tS rlJt AF` 25' LXyfAt7 AlC7 T}L� C? u.dA VI .7"I H�J,r PP'OR TO COMMENCING WORK ON S17E �q A Pte',^CN OF TH'S LOT AS Lole"kk7. 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS "WELL. AS SITZ CONDITIONS PRIOR TO COMMENCING WORK ON SITE ANY VARIATION V 1 C'�� 1 Z IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER -- 8. PARCEL IS IN FLOOD ZONE 9. --LOT i$ SHOWN -ON ASSESSORS -MAP � �' —AS PARCEL j r APPROVED: BOARD OF. HEALTH AGENT DATE �(0 U ekt!' i J \ fFof y r ,()Dr.- i 13 O 2000 SWEE c t ^ i PROPOSED SEPTIC DESIGN FOR PROJECT LOCATION co/?7 C. sa.,.� •/ VJ . lf,)x� .s-,+ .r ,:% ��a r SWEETSER ENGINEERING 235 GREAT V,'ESTERN ROAD 508- P. 0. BOX 713 398_3922 SOUTH DENNIS, MASS. 02660 .SCALE REVISED JOB N0. t!(� l �— LOCATION MAP FE"SED SHEET / OF O 2000 SWEE