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Home My WebLink About315 Mayfair Road Proposed Septic DesignTOA OF FOUNDATII ELEV.. / Cv. 7 I Irj 'TR G• £3 CL r O Fl A Go Max /07 JMAx _ 9 ^ 40 CAST IRON PIPE (OR EOU�MINIMU PITCH 1/4� PER Ry FLOW I ELEV. • O ° to' Eay. 8= . V ID OUTLET4 Fm 14 INCHL5 TH 5 WET 19 INCHES 5F`T ii EN 6 FEET 34 INCHES SFE A✓OT� /C cs�ry s�',.�.—i � 17- EL 10a.aa 20 FT. MIN'ML 10 FT. MINIMUM FROM 4' SCHEDULE 40 PVC PIPE MIN. PITCH t/6- PER FT. J. GA ELEV. „ 8 = 6 SUMP eAFE DISTRIBUTION BOX J (TO BE PLACED ON FIPtd BASE) TO BE WATER TESTED 1500 GALLON IF MORE THAN ONE OUTLET SEPTIC TANK (TO BE PSD ON FIRM BASE) 3/4- TO 1 1/2 WASHED STONE SEWAGE DISPOSAL SYSTEM PROFILE NOT TO SCALE P/ $3 1 CLEAN SAND LOAM AND SEED 2' LAYER OF t/80 TO 1/2' WASHED STONE c 64.0 " Z%n, � NOTTREQUIRED z 1 CU. FT. OF 3�MAX . s CONCRETE Ez S/,0 a ANCHOR r ®®� 0 • ��®I�i�F�l�li�11�14�6sd ' • . . . ®43®L-1E3u ' •24 ELEV. 76•J= d — P 500 GALLON DRY WELLS SOIL TEST DATE OF SOIL TEST - /F'/ 9 9 SOIL TEST DONE BY C. R. SHORT, P.E._ WITNESSED 8Y FiMy rn� prcA1 OBSERVATION HOLE 1 ELEV.= 94 a0 OBSERVATION HOLE 2 EL.Ev.= 93s PFRcol ATION RATE e- Z MIN -/INCH AT b0 -7P INCHES PERCOLATION RATE '42 MIN./INCH AT yo -7 Z INCHES DEPTH HORIZ TEXTURE COLOR -0—TT. OTHER OL 2�� //a Un.�Sv1T 4 /. A e) >/ s yG. N /oye- 11 Uw.IJCi�l- 2,f S"'"o 7/6 FL 14.0 NtEDtct�a o Y/Z C MED/u/y7 /oYr ,5�1vL� 7/L ,> x 120 SAND 120 DEPTH HORIZ TEXTURE COLOR MOTT. OTHER y 2"r/ S/Z- //a VA/SvrT $ /> r� N /oye- 11 Uw.IJCi�l- 30'• 7IG �L9/.P. NtEDtct�a o Y/Z C SIC ,5�1vL� ,> x 120 VV I T N STONE IN AN Z / a 2S x 2 TRENCH FORMATION 13 0" gG,00 O WATER ENCOUNTERED AT /ZO ELEV. _ 3'`S SOIL ABSORPTION 0 wEt1-�'=- N0 WATER ENCOUNTERED AT � 2 ELEV. _ � ZONE SYSTEM (SAS) �' INDEX A0�' LEGEND: DESIGN CALCULATIONS 41 USGS PROBABLE WATER TABLE ELEV. N xa EXISTING SPOT ELEVATION Oo,O NUMBER OF BEDROOMS OBSERVED MATER TABLE ( / / ) ELEV. �� EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT -�-- BOTTOM OF TEST HOLE ELEV.. ' o �^' c r �' 7 FINAL SPOT ELEVATION 00. TOTAL ESTIMATED FLOW �— FINAL CONTOUR— —10�— ( 110 GAL/BR./DAY X 3 BR.) -73 o GAL -/DAY SOIL TEST LOCATION REOUIRED SEPTIC TANK CAPACITY GAL UTILITY POLE -O- ® ACTUAL SIZE OF SEPTIC TANK 1500 GA TOWN WATER �W-=—JW SOIL CLASSIFICATION < MIN./N. CATCH BASIN®j DESIGN PERCOLATION RATE GAS LINE G - f3FLUENT LOADING RATE GAL/DAY/S F. CESSPOOL OC.P. LEACHING AREA (t3� 2S�*(7txt'J Q�:, SO FT. CLEANOUT C.O. LEACHING CAPACITY (AREA X RATE.) `Z' •f 2 GAL/DAY J-1 > GAL../DAY VR r2 /'cl^/C E IC' EQ U +,L' FD FROM X,44e ,o vrA/ L3oN RESERVE LEACHING CAPACITY d f FO vh.tDA Ti o.•./ To Z.? L� SS THfa ✓ e'_ AQov� TNP f� GH f a/•u p- NOTES: C F_ fG F_ d V �JTF )1 1. ALL MIORKMANSHIP AND MATERIALS SHALL WORMRULES AND /a 3 VAJttifn/ TITLE 3 AND THE TOWN OF "'Y CTI R F) n✓ :-� D Y °I �- rrr � rr. REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO c T 3 7 W INN 6. OF FINISHED GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF R OR WITHIN C' ON T2 f1 C T © & TO C QN Tfl C r D jr- -s e a n/ 1WITHSTANDING FT. FDRI�tORLPARKING AREAS.ING UNLESS THEY 200 LOADING 94ALL BE - .6" E - .6"4- i n./ E E' /Z T- o D ETE2x'-+ I'V 4r )Ar" USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. THF 12 / J S x_. O F l' F} /✓� E3 L a v./ Tr/ E 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE. s, fj , S, ti✓a W 17TH n w i TN �✓ S ` 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH 57 •S i n1 E v TL 7-c CERT F 12 �S v t T „ DEEDED ZONING REGULATIONS OWNER / APPLICANT IS TO ENG .� .. OBTAIN SUCH De'-TERMWATION FROM APPROPRIATE AUTHORITY. re oN c,- -a �w�.-Tf?e-t-9T�p-✓ 6.UTUnES SHOM4 ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL 'DIG -SAFE' AT 1-988-344-7233 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 COMMENCING WORK ON SITE. ANY VARIATION Q g IS TO BE BROUGHT TO 1I4E ATTENTION OF THE DESIGN EN f 9 IMMEDIATELY. " " i+ pe C3. /� &PARCEL IS IN FLOOD ZONE C 3 7 PARCEL A./,3 C STN 2 ',f . i 9. LOT IS SHOWN ON ASSESSORS MAP P / 14 4 ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR A MINIMUM OF 5 AROUND LEACHING FACILITY AND BE REPLACED WITH MATERIAL AS SPECIFIED W 310 CMR 15.255-(3). T" OF CF1A7G g SHORT w„ Na � APPROVED: BOARD OF HEALTH DATE AGENT I PROPOSED SEPTIC DESIGN FOR i-ACk PPELAA1 Ic2 I s3 • � [ _ 4 p V. g/ Jo E[ -v 7, FiLG ? 1` u� tC G 4 5t 1 Lo COQ Q jo.IECT LOCATION , ., MAXyA% Z Ez CRAIG 9 SHORT PROFESSIONAL ENGINEER 508- P.O. BOX 1044 98-8311 SOUTH DENNIS, MASS 0266 ai_ j� o .c c i •v s �R y REnsED i% 7j LOB r40. /2 - 823 9 t LOCATION MAP �� . 01988 CRAIG R, SHORT, P.E.