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Z0.02AMM �9 I �2CFG `Eu ti CLEAN SAND E' L / SOIL TEST DATE OF SOIL TEST ra O 7 or'Z� PE SOIL TEST DONE BY WITNESSED BY Brvice AND SEED OBSERVATION HOLE 1 E"•- 18'3 OBSERVATION HOLE 2 ELEV.- 2• LAYER OF PERCOLATION RATE 467_ MIN./INCH A7 7&4190 INCHES PERCOLATION RATE <30 MM.jINCH AT Ga 72 INCHES 1/8- TO 1/2' WASHED STONE E1 201M..i. NOTTREQUMED z 1 CU. FT. OF CONCRETE a, ANCHOR • 0 •2A'• 10011001100110 0 0 ELSv. LO 7 CUL TEC T RECNARC S w /7N STONE N AN JOrocib x C' TRENCH FORMATI N SOIL ABSORPTION o; WELL A WATER ENCOUNTERED AT / O M� ELEV. ZONE SYSTEM (SAS) INDEX ADJUST 00Of 7-"'? LEGEND: USGS PROBABLE WATER TABLE. ELEV. - r" A EXISTING SPOT ELEVATION 00„0 OBSERVED WATER TABLE ( 9 /20 /47) ELEV. - G • 4 CT H ''r 2 0 AJ L V) EXISTING CONTOUR----DO---- BOTTOM OF TEST HOLE ELEV. - —CPTG}14- LEACH SYSTF_h'• \�;/ w/Fr f; . E C. 2F t- i FINAL SPOT ELEVATION FINAL CONTOUR SOIL TEST LOCATION UTILITY POLE -0- TOWN WATER —W-+�W CATCH BASIN (� CAS UNE C. CLEAN OUT CESSPOOL C.P. Q OBSERVATION HOLE 3. PERCOLATION RATE 6_ M.N./MCH AT /ot'14 INCHES DEPTH HORIZ TEXTURE COLOR MOTT. OTHER /0 A c 4dyz-y2.sy 2 ;v__3 A/o UNsvi r r g L06My 2.sy Ale ,+ PDEPTH aanoC z/4 Na04%cy ,fy 29 S, /ry xey ,1 GOr CI led..• 44 N• C, a 'e-, 7/4 V* EL X3.3 (rg Y A-aarnSSy rr,.,ey , ye A Pet 90 Ox sanei 7�Z et/0.9 LO an y 72.. Pert C.5 F,n G .. 138 C4 l Z /f II 1 JOrocib x C' TRENCH FORMATI N SOIL ABSORPTION o; WELL A WATER ENCOUNTERED AT / O M� ELEV. ZONE SYSTEM (SAS) INDEX ADJUST 00Of 7-"'? LEGEND: USGS PROBABLE WATER TABLE. ELEV. - r" A EXISTING SPOT ELEVATION 00„0 OBSERVED WATER TABLE ( 9 /20 /47) ELEV. - G • 4 CT H ''r 2 0 AJ L V) EXISTING CONTOUR----DO---- BOTTOM OF TEST HOLE ELEV. - —CPTG}14- LEACH SYSTF_h'• \�;/ w/Fr f; . E C. 2F t- i FINAL SPOT ELEVATION FINAL CONTOUR SOIL TEST LOCATION UTILITY POLE -0- TOWN WATER —W-+�W CATCH BASIN (� CAS UNE C. CLEAN OUT CESSPOOL C.P. Q OBSERVATION HOLE 3. PERCOLATION RATE 6_ M.N./MCH AT /ot'14 INCHES DEPTH HORIZ TEXTURE COLOR MOTT. OTHER /0 A .c cC—n ~ 2 ;v__3 A/o UNsvi r r g L06My 2.sy Ale ,+ 26 aanoC z/4 29 S, /ry xey ,1 GOr CI led..• 44 N• r,7At'y `,g Ne uNsu,r (rg Y %fa.n CA 7/9 iL /28 7Z C'Z so Ity .. 2.ry vN Jul r, L o 4- 72.. Pert C•. J Fi.f C - 138 C4 Po. aPerr -re n •I Z /f II 1 AIS WATER ENCOUNTERED AT _Ln'_9L ELEY. - PROpoJ'ED I OBSERVATION HOLE A ay.. ILL PATH , PERCOLATION RATE 6 T MN./INCH A7 NCh!ES I 2 I I I tr-=STAKED HAYC092_r wff/A710)t 0-i'IC:2/C I 4r WCAK LIM/T ,t "`111 I . 4LKOUT se-zow ! ,A' ,DF_ROSTwALL'R-c01 I D FoyA/DgT/O¢!.DES/tA1 �' R, i er e-, I DEPTH HORIZ TEXTURE COLOR MOTT. OTHER FOR 8.R1A,N BASLFR s'n..ery .4 e Q .,,1 2.6 y S/ A/6 UNSu7T /6 •• AP d. 2, ., vvswT SZ' nCy iy 29 Zoc. y 2.Sy pbNn 398-8311 SOUTH DENNIS, MASS 02660 C/ Jan�1 G/ r,7At'y `,g Ne uNsu,r .S P,EVISMJOB J, A& y EL /-f "S 7Z C'Z '40 . 2.If-y EL I1.S L o 4- 72.. Pert C•. J Fi.f C - /,PC 're- 01 et pao2 1v�Rs 1 Gr I /v/O WATER ENCOUNTERED AT /10- ELEV. -7. ,4o 2S 2/,caloc� sf �I`i30RDER ln/G VEGETATED _ WET1A0'J D L/M17- p'T12 / FFHME g :> k;/9rF c:�• , 8013 sHERMK)N '"000104 �C/o�ZIS-7 FLAGGlAJ�) r I A 1z_y 0 D \k kw V ` �. MUTUAL 5 L O P,5 Zc-As46 - r1 1 ,� OF *"E'MTS ZEOv/JLED 13ETW£EN ` f. /�Q� CRAIG L71NIV� S O C] SHORT 2 F L T 24 3"LoT2d t / I� CIVIL No. 2/483 w PFQSTEF�� fly DEPTH HORIZ TEXTURE COLOR MOTT. OTHER FOR 8.R1A,N BASLFR so-.Jy e.s y /6 •• AP Goo... Sy$ ^Jo vvswT f r ToM 4 29 a e< PROFESSIONAL ENGINEER 508- P.O. BOX 1044 pbNn 398-8311 SOUTH DENNIS, MASS 02660 [ean+y 21Sy DATE / 3 9 7 `,g Ne .S P,EVISMJOB Sonet EL /-f "S 2.If-y cc 'r Sr/t' Y 72.. Pert C 02 2 LOQ pao2 /SD EL 3.3 WATER ENCOUNTERED AT / A 7 ELEV. DESIGN CALCULATIONS 4 NUMBER OF BEDROOMS GARBAGE DISPOSAL UNIT NO TOTAL ESTIMATED FLOW ( 110 GAL/BR./DAY X If BR.) 440 GAL/DAY REQUIRED SEPTIC TANK CAPACITY /Jb0 GAL ACTUAL SIZE OF SEPTIC TANK GAL SOIL CLASSIFICATION u DESIGN PERCOLATION RATE = IAN./1N. EFFLUENT LOADING RATE 40 GAL/DAY/S.F. LEACHING AREA 10 XSo 4- /2OIr 2SQ. FT. LEACHING CAPACITY (AREA X RATE) =,(Z moo GAL /DAY 'PqoA ,40 RESERVE LEACHING CAPACITY d44GAL/DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF yARMCyTH RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6. OF FINISHED GRADE. (*�7 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF ' WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WTHIN 10 FL OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL D+}, BE MORTARED IN PLACE. 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH 04j DEEDED OR ZONING REGULATIONS. OWNER if IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. O\ 6. UTILITIES SHOWN ARE inPPROXIMATE ONLY. r,4CAVAT ON CONTRACTOR IS TO CALL 'DIC -SAFE' AT 1-800-322-4844 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE. 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCINP-WORK ON SITE. S. PARCEL IS IN FLOOD ZONE C L AS L //) 9. LOT IS SHOWN ON ASSESSORS MAP / 2 4 AS PARCEL 2S rp vNSv/T�11.3[� M/irF2 /,o<. C O -LG Tr!'1 1 .-.- Q 17 7-H T T_S}IALL 7jE-_REMOYCD,fROM UNaC2 AND r0/( AJ"i1NLMVM_OC.!'�AlL_<1J?CV'VD_P/L/ntnTLy/1ND RESE_Ry�. so/�-AasoRQJ_<P�+ sysr£n, !AND_ IL€PlAGfD W/TH CLCIaA/ sXiwD �1SJP�GIF/fD Jnl TITLE Sr 310 CMR /.r 2m:43). 11 CoNTR�CTOA IS Tn CONTACT THE DES'14N ENCI,vEEIL FCA /N5;'ECT101V OF 7 -HE Fj,G�vnT/ory 01=r"E VNSv/Tfid LE _.nyr�,ersl< P2/0/z 711C7 F1L4 P/-4e-01"e"T APPROVED: BOARD OF HEALTH DATE AGENT 1, ,E / A.' ,r✓an �. I 'Z F ; r- K C' 1 L. / CF O 1997 CRAK; R. PROPOSED SEPTIC DESIGN N o oci a 0 FOR 8.R1A,N BASLFR sT Norl' V XccU5 PROJECT LOCATION �c7T z3 L001<0U7` RD, i vYAAMOU7HPOR77 r ToM CRAIG R SHORT b M,�r„rnr5 PROFESSIONAL ENGINEER 508- P.O. BOX 1044 pbNn 398-8311 SOUTH DENNIS, MASS 02660 DATE / 3 9 7 SCALE 1 = 20 P,EVISMJOB NO. 12- 7,ir r - SHEET / OF/ LOCATION MAP 1, ,E / A.' ,r✓an �. I 'Z F ; r- K C' 1 L. / CF O 1997 CRAK; R. BENCHMARK Nr -VD; N/a/L JN JROAD 2o,ca TOP OF FOUNDATION 20 F ELEV. _ 22.7_6' 10 F7 , MINIMUM 10 F7. MINIMI NG VD CONCRETE COVERS - fL 2Q Y 40 CAST IRON PIPE 3 (OR EQUAL MINIMUM PITCH 1/4 PER FT. E4 /S, !T.- ELEV. Flay BAFFLE ELEV. _ /&,SO j 6•ELEV. DISTRIBUTION uoulD OUTLET BOX 0; (TO" 6�kBE PLACED oNz- JASE) TO BE WATER TESTED 200b GLALLON IF MORE THAN ONE OUTLET SEPTIC TANK 45r) (TO BE PLACED ON FIRM BASE) 3/4' TO 1 1/20J WASHED STONE Of FKVM CULAR SOIL TEST SLAB OR CRAW" SPACE DATE OF SOIL TEST T 7 CLEAN SAND SOIL TEST DONE 8Y tea+ 3/"o+•Z,PE WITNESSED BY ,Vr v e ey r P .EACH 4' SCHEDULE 40 PVC PIPE LOAM AND SEED MIN. PITCH 1/8' PER FT. OBSERVATION HOLE 1 ELEV.- 16.3 r OBSERVATION HOLE 2 ELEV.- / e. 3 C 2' LAYER OF PERCOLATION RATE 9.4 _. MRN./INCH AT 76*90 INCHES PERM ATInN RA7r < 30 111&1 n.,..., .t i n+7? EEP S FEET I/8' TO 1/2' EL 2/, '6 Al AX WASHED STONE E1 20 JM+„�, NOT V e 1 ONCR ETE F E'L /9,00 a, ANCHOR 0 O 0 00111 • • O 0 O O 0 .zr • ELEV. _ 1G,SO „ • to 7 Go/ 7ECT,.PECNAkC S W fM STONE IN AN -� Ia.K X LTRENCH FORMATION m DEPTH HORIZ TEXTURE COLOR MOTT. OTHER gn A r3o oP rN .i 4 ADJUST LEGEND: USGS PROBABLE WATER TABLE OBSERVED WATER TABLE (9 /20/77) ELEV. _ ELEV. _ � s BOTTOM OF TEST HOLE ELEV. - 2G/ A SaneCy 2 L Ne SHEET ! OF / LOCATION MAP seo».y �,sy (.O C, J^ a G�9 Ale 48 C1 t.an,y 2,SY a go" C2 Bandl 2.ry ye S d � Pere G 84 J Laa..-y , rL J/. J, C 4 Le•r 2.S -�l Fer•c 138 C3 6 h dF t/i LII a O / ac; .S SOIL ABSORPTION Q. CK. WELL A' A ZONE A4 WATER ENCOUNTERED AT 20 ELEV. 8.3 — SYSTEM (SAS) ` INDEX A r3o oP rN .i z r 3 ADJUST LEGEND: USGS PROBABLE WATER TABLE OBSERVED WATER TABLE (9 /20/77) ELEV. _ ELEV. _ H A 6,G (TN '¢2 EXISTING SPOT ELEVATION 00,0 OA/4Y) BOTTOM OF TEST HOLE ELEV. - _7,0 EXISTING CONTOUR----00--R- FINAL SPOT EIEV L � � ATOM FINAL CONTOUR SOIL. TEST LOCATION UTILITY POLE -0- TOWN WATER -�W - CATCH BASIN ON GAS LINE C / CLEAN OUT —.� --- CESSPOOL C P. 0 OBSERVATION HOLE 3. ELEv.-/e,3' PERCOLATION RATE �3_ VNI ./NCH AT 1 54-_1/4 NC4P-t DEPTH HORIZ TEXTURE COLOR MOTT. OTHER r /o A Ban L oc-1 z r 3 A/o vrvsv+ r 2 8 B •.ca.— 2.sy ^/e ,+ .3Z REY S� as n at 414 1 ! SHEET ! OF / LOCATION MAP S,/ry „ry S C, if G�9 Ale u 48 C1 Jan CA 7 L EL /z.8 soIZ-y 2.ry ur+sv+r, 84 J L o , , , rL J/. J, C 4 Le•r 2.S -�l Fer•c 138 C3 tan►< t/i LII Al0 WATER ENCOUNTERED AT /.?8 ELEV - -7-- OBSERVATION HOLE Q ELEv.- I L E V E PERCOLATION RATE 6 t MN.ANCH AT IN L! r/- c�j r" �i Fig r•/wq;�-:iH yi 0 DEPTH HORIZ TEXTURE COLOR MOTT. OTHER /Z A So..d LaCtM 2J'� ,t/a Urr3vrT w B Lcc , y S .3Z REY S� .,S'n n oC 1 ! SHEET ! OF / LOCATION MAP .4 oc,.-y Q,urY S C, if G�9 Ale r �h Cy U+vJu+r SiIt* y z.sy CO„ Pere 72 CZ Loa... -- EL 11,5 L o a n+r t S ,✓ C3 Fi.+G pc EL 3.3 WATER ENCOUNTERED AT 1212" ELEv. - BOPL) E'R /n/G VrCETATE'D yv E rL A ND / / M / 7- PE1Z 6063 SHERMAM "Dao 104 '/6/?j5'7 FLAGGINC,) r -v� cRAIO SHOFIT CIVIL in I"S No. 71493 DEPTH HORIZ TD(TURE COLQR MOTT. OTHER /6 " 191+ _To Jy Q.S y w DATE / 3 9 % acv,. S '24 REY S� 1 ! SHEET ! OF / LOCATION MAP lean -y 2.Sy S if G�9 Ale 6nnaL EL / fJ sJ/ty z.sy CO„ Pere C2Go e^'� 72„ t S /SO pc EL 3.3 WATER ENCOUNTERED AT / A 7ELEV. DESIGN CALCULATIONS NUMBER OF BEDROOMS 4 GARBAGE DISPOSAL UNIT NO TOTAL ESTIMATED FLOW ( 110 CAL/BR./DAY X BR.) 40 GAL/DAY REQUIRED SEPTIC TANK CAPACITY J4'00 GAL ACTUAL SIZE OF SEPTIC TANK SGC..; CAL SOIL CLASSIFICATION lZ - DESIGN PERCOLATION RATE — MIN./IN. EFFLUENT LOADING RATE CAL/DAY/S.F. LEACHING AREA I o x rlo t /lo)e 2 7 -quo{ S0, F7, LEACHING CAPACITY (AREA X RATE) _./� GAL/DAY Zrjox , GO RESERVE LEACHING CAPACITY d�GAL/DAY NOTES: 1- ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. �y 2 ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6. OF FINISHED GRADE. fit/ 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 WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL 7 +, BE MORTARED IN PLACE. S. NO DETERMINATON HAS BEEN MADE AS TO COMPLIANCE W111-1 T IS TO OBTAIN SUCH DETERMINATION NER FROM vAP APPROPRIATE AUTHORITY. 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL 'DIG -SAFE' AT 1-800-322-4844 AT LEAST 72 HOURS vi PRIOR TO COMMENCING WORK ON SITE. 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCINGC WORK ON SITE 8. PARCEL IS IN FLOOD ZONE 9. LOT IS SHOWN ON ASSESSORS MAP / Z 6 AS PARCEL 8S rp. v�vS u, rif Li t..E' rh ii TF/LJn< iO'2G Trf •'/ SNfI_L_L_13E_ FtEMOVCD PROM uNai•2 A"n FO/L "B.J�'U N./.JMUM_OC r'All ^20 V"2)_P4/nnnRyAND R.ESEYvP_ SOIL ADsgR_P.J/c..+_sv_s7rJw !°/VD IL EPLRCEJ) WITH CLLI9Jv .SfIAvO /I,t SPMC FIrD JN_T/rLES, 310 GMR /S.2SS:C3). I! CfJNT/YJnCTOk /S To eoNrACT THE DE,i/Gn! _ENG/JvE-ER FoR JlJSpFCTtON OF THE F�sG/IvnT,tary OFT/./E VNSv/T/IOLE !+1+117 rEJP /AL PEJe2 7'p )IC -ILL PtAGFRs �ivT APPROVED: BOARD OF HEALTH DATE ArrNT G C ��. / i - i. ,� hay`v`�1+% : '�.� `, i ,:�:1 �. J /;• IF i. Y ..) .�..^ °./ /.' F.?'." �� r� "1 K + CRAIG R. cp 0 K ? 4 oq � o��3 JT +Jp/c V Locus t �. � b M S teun 4 0 -4 r-ourre'� UAJAOAIJT, I. PROPOSED SEPTIC DESIGN � FOR R r: �i ��5 L. R PROJECT. LOCATION 407- 83 LOOKOCIT" RD, ov /tea CRAIG R. SHORT PROFESSIONAL ENGINEER 508- P.O. BOX 1044 398-8311 SOUTH DENNIS, MASS 02660 DATE / 3 9 % scALE I ^ = 20 ' REY S� 1 ! SHEET ! OF / LOCATION MAP G C ��. / i - i. ,� hay`v`�1+% : '�.� `, i ,:�:1 �. J /;• IF i. Y ..) .�..^ °./ /.' F.?'." �� r� "1 K + CRAIG R.