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Home My WebLink About156 Springer Lane - Sewage Treatment & Disposal1 CONSTRUCT PAVED BERM TO PREVENT ROAD RUNOFF FROM ENTERING SITE. L , 2 er fi�l 12 2.5 SITE PLAN /', 20 ' LEGEND �U-. O 13.8 BENCHV4RK Test hole location -12- Existing contour TOP OF C.B. FND Current Zoning: R-25 GENERfIL NOTES. EL= 12.51 Vistribution box LOAM Cultec Recharger 180 (NAND 88) fLfin. Bldg. Setbacks: 1. S stem as desigyned in accordance with "Commonwealth of Jfass, Bept, (2 req'd) EiC.B. Concrete bound ort virvnmental Protection, 3>0 C.ifR 15.00; the State Environmental Code, EXCAVATE FOR 5' AROUND ABSORPTION Front (Road) 30' Title 5.• Standard Requirements ,lbr the Siting Construction, Inspection„ SYSTEM AS REQUIRED TO REMOVE ALL SOIL Rear 20' Upgrade and Ezpansion of On-site Sewage Treatment and Disposal Systems" ABOVE THE (C) MEDIUM SAND LAYER. BACK FILL W17H MATERIALS MEETING THE Sidelines 16" ¢nd the Town of Y.dRdfOl/7H Regul¢ttions 2. No wells or mater supplies are known to exist within 100 feet of the SPECIFICATIONS OF 310 CMR 15.255 (3) W proposed leaching system. All wells known to exist within 150 ftat of AND (6). NOTIFY HEALTH DEPT. FOR Prow. Building Coverage the system are shown. INSPECTION OF EXCAVATION PRIOR TO BACK Rev. - Mar. 17, 2016 3. Prior to backfilling completed system, notify the Board of Health for FILLING. PROVIDE 24-HOUR (MIN) NOTICE 3,918 SF (23.99) inspection. Provide 24 hours (min.) notice •tor inspection. FOR INSPECTION. f.. Contractor shall be responsible far verifying location of all underground a BUILDING HEIGHT CALCULATIONS utilities prior to excavation. S. Any changes fu this plan must be approved by the Board of Health. AVG. NATURAL GRADE ELEI! 12,0 6 lot is served by Town water #1 12 4 MAX. ALLOWABLE RIDGE ELEV. 47.0 o,.'.'.'.. X C3 r, 5•� c PROP. RIDGE ELEV. 45,7 7. No garbage disposal allowed with this design. / 15' PROP. HEIGHT 33.7 LOCI4TION ILf14P Not to Scale 4 ROUTE 28 h� SQR LOCUS' REFERENCE•• Assessor's Jifap 23 Pel. 345 P.B. 120 Pg. 89 TYPICAL SYSFTff PROFILE pF"' s Not to scale Jfaintain a maximum of 36"cover over . .... 11 031 ZONE AE all system components All components Tank & B.Boz to be installed on a �\ \ ............... . ...' x jt (EL 1 1) ToP of level, stable base (min 6" stone base) in 9>OoC�R 1500to specific¢tions contained .' ... j� q 1 Foundation 13' i0,,�li cover cozi�ers E O" Via � Fleu= 14.60 of 18n Ml 9 � CULTEC RECHARG R 180 a \ .. L� >O' Yin ,�"'T19' H " 5' tyle • Inv El 12 Q'c:� ! ` GPRP� 13 g .'. !� a e '� to , 11.17 - 13.4 1br Z' J Z `��'.'........... .'...':':'. t., 4- ales. n� a ` Inv. El. o C t 0W line � d Schad 40 LOT 43 i Pic. sahed �o Pyc. N 19 374 S 150o Inv El. i o'er o' c' C+TN�?•1 PROVIDE INSPECTION PORT ON END UNITS WITHIN 3" OF FINISHED GRADE. 9 nin. cover (exclud. top soil) 4 4 cast anonInv. EG 11.23 or sched eO Callon Capacity 13.8 w_ (0.37 C.B. P. Y.0irg 11.60nj. cona.) Inv BL tt Inv.Nl. 11.40 1>. 85 .. .. • .. • .. .. • . All tees shall be cast fr I I W or=hodoV P.Y.C. pipe or I 2 rows ® 8 units long (51.7) qONa garbage grinder cast-in-pkwe Bron & n Fi 't alloxcvd urith this design. 11/v a gas baffle on etdlet tea 1i V 59 d) i RBD CULTEC RECHARGER 0180 04('00.03 TRENCH DETAIL 'oo EFFECTIVE f DESIGN DAT -4 BACKFILLED LWITHIAPPROVED FILL• Number of bedrooms: 6 I 660 GPD a. nr sr glr sr ar 1 _9fL TEST ROLL' DATA DATE OF TEST HOLES: 10-9-2014 AVG. WATER EL. = 2.3' INSP. BY. ECO -TECH, • A. VON HONE (HEALTH DEPT) USGS ADJ. = 2.7' EST. MAX. H2O EL. = 5.0 Test hole location -12- Existing contour -12- Proposed contour 00o Septic tank -a--- Vistribution box LOAM Cultec Recharger 180 3 - 10 Absorption trench LOAMY SAND (2 req'd) EiC.B. Concrete bound -W- Oester service -U- Unerground utilities 13x8 Existing spot grade s�'�°""` Proposed spot grade i o'er o' c' C+TN�?•1 PROVIDE INSPECTION PORT ON END UNITS WITHIN 3" OF FINISHED GRADE. 9 nin. cover (exclud. top soil) 4 4 cast anonInv. EG 11.23 or sched eO Callon Capacity 13.8 w_ (0.37 C.B. P. Y.0irg 11.60nj. cona.) Inv BL tt Inv.Nl. 11.40 1>. 85 .. .. • .. • .. .. • . All tees shall be cast fr I I W or=hodoV P.Y.C. pipe or I 2 rows ® 8 units long (51.7) qONa garbage grinder cast-in-pkwe Bron & n Fi 't alloxcvd urith this design. 11/v a gas baffle on etdlet tea 1i V 59 d) i RBD CULTEC RECHARGER 0180 04('00.03 TRENCH DETAIL 'oo EFFECTIVE f DESIGN DAT -4 BACKFILLED LWITHIAPPROVED FILL• Number of bedrooms: 6 I 660 GPD a. nr sr glr sr ar 1 _9fL TEST ROLL' DATA DATE OF TEST HOLES: 10-9-2014 AVG. WATER EL. = 2.3' INSP. BY. ECO -TECH, • A. VON HONE (HEALTH DEPT) USGS ADJ. = 2.7' EST. MAX. H2O EL. = 5.0 BOTTOM OF PERC AT 60" (C -LAYER) <2MIN./IN. WATER O 113' (EL - 2.8) NO, 8 DEPTH SOIL SOIL ELE'VARON (IN.) HORIZON TEXTURE (FK) NO.1 0 DEPTH (IN.) SOIL HORIZON SOIL TEXTURE ELEVATION (FT.) 0 - 3 0 LOAM 12.2 - 12.0 3 - 10 A LOAMY SAND 12.0-11.4 10 - 34 B LOAMY SAND 11.4 -9.4 34 - 124 C MEDIUM SWD 9.4 - 1.9 BOTTOM OF PERC AT 60" (C -LAYER) <2MIN./IN. WATER O 113' (EL - 2.8) NO, 8 DEPTH SOIL SOIL ELE'VARON (IN.) HORIZON TEXTURE (FK) 0 - 3 0 LOAM 11.7 - 11.5 3 - 4 N LOAMY SAND 11.5 - 11.4 4 - 12 A LOAMY SAND A 12 - 36 B LOAMY SND B J6 - 120 C MEDIUM SAND C BOTTOM OF PERC AT 62" (C -LAYER) <2MIN/IN. WATER 0 120' (EL = 1.77 WATER 0 120- (EL - 1.7) Prepared for.- No. 9 Caola DEPTH (IN.) SOIL HORJ.T)N SOIL TD( URE ELEVATION (FE) 0-4 0 LOAM 11.7-11.4 4 - 12 A LOAMY SAND 11.4 - 10.7 12 - 36 B LOAMY SAND 10.7 - 8.7 36 - 120 C MEDIUM SAND 8.7 - 1.7 WATER 0 120- (EL - 1.7) WATER 0 120- (EL = 1.7) Esumated doily effluent. - Effective leaching area as proposed., CULTEC NO. 410 16 units = 103 LF FILTER FABRIC OR OTHER APPROVED 103 LF x 8.9 SF/LF = 920 SF BY CULTEC Leaching Capacity as proposed: TITLE 5 APPROVED FILL (Effluent loading rate = 0.74 GPD/SF) 920 SF x 0.74 GPD/SF = 680 GPD TOTAL = 680 GPD 14" Effec. de - BOTTOM Ei = 10.0 5' MIN. MAX. H2O EL. = 5.0 Min. Final Grade El = 12.7 9' MIN. \ - /\\/ 36' MAX. PER TITLE 5 'SEE 310 CMR 15.255(3) FOR SPECIFICATIONS. NOTE? ")ECHARGER 180" SYSTEM SHALL BE INSTALLED BY A CONTRACTOR TRAINED BY CULTEC, INC. ON THE PROPER INSTALLATION OF THE SYSTEM. Yarmouth Health Department PROPOSED DyYL'LLING & ON -SILL' SLT#A6!E TREATILIENT AND DISPOSAL SYSTEff STEPHANIE Prepared for.- No.4 Caola DEPTH (114.) SOIL HORIZON SOIL TEXTURE ELEVATION (Fr.) 0-5 0 LOAM 11.7-11.3 5 - 12 A LOAMY SAND 11.3 - 10.7 12 - 36 B LOAMY SAND 10.7 - 8.7 36 - 110 C MEDIUM SAND 8.7 - 1.7 WATER 0 120- (EL = 1.7) Esumated doily effluent. - Effective leaching area as proposed., CULTEC NO. 410 16 units = 103 LF FILTER FABRIC OR OTHER APPROVED 103 LF x 8.9 SF/LF = 920 SF BY CULTEC Leaching Capacity as proposed: TITLE 5 APPROVED FILL (Effluent loading rate = 0.74 GPD/SF) 920 SF x 0.74 GPD/SF = 680 GPD TOTAL = 680 GPD 14" Effec. de - BOTTOM Ei = 10.0 5' MIN. MAX. H2O EL. = 5.0 Min. Final Grade El = 12.7 9' MIN. \ - /\\/ 36' MAX. PER TITLE 5 'SEE 310 CMR 15.255(3) FOR SPECIFICATIONS. NOTE? ")ECHARGER 180" SYSTEM SHALL BE INSTALLED BY A CONTRACTOR TRAINED BY CULTEC, INC. ON THE PROPER INSTALLATION OF THE SYSTEM. Yarmouth Health Department PROPOSED DyYL'LLING & ON -SILL' SLT#A6!E TREATILIENT AND DISPOSAL SYSTEff STEPHANIE Prepared for.- Blames and Deborah Caola SEOUIN Locaiion.• 156 Springer Lane - Yarmouth, .hIA CNIL 61No. 37213<3 Q-4^1' Ryder & Wilcox, Inc., P. E• & P. L. S. sF�Isre�G 3 Ciddiah Hill Rd. s�'�°""` P. O. Box 439 Scale: - 1" = 90' j I l 1 So. Orleans, Mi1.,02662 &mwn by - SJS W Tel. (508) 255-8312 bate - Feb. 24, 2016 Fax. 508) 240-2306 Rev. - Mar. 17, 2016 Reserve r_z ar_ 77`i `i 7