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Home My WebLink About156 Springer Lane Proposed Dwelling2 SITE PLA Test hole - f2- Existing -12- Proposed 00o Septic to -.3 ndcYWhuh LOCATION d1AP Not to Scale 4 ROUTE 28 P14V p y0 SpFz RO LOCUS REFERENCE'- Assessor's Afap 23 Pcl. 345 PB 120 Pg. 89 TYPICAL SYS77 ff PROI'IL o F I Not to scale Afaintain a maximum of 36"cover over I L.5 C.S.F. all system components All components Z Tank �@ D.Box to be installed on ¢ '\ \ 11 CJ ZONE AE shall conform to specifications contained x I EL 1 1 level, stable base (min 6" stone base) Q I ( ) Top of in 310 CA1R 15.00. PROVIDE INSPECTION a .. 20" Dia cover 20" Dia [GRADE. PORT ON END UNITS ... ,� .... ...... {J i FOZlndatiOn to it/}i 6 i covers. o 3 I eV. 14.60'%6gradne � CULTEC RECHARGER 180 WITHIN 3' OF f1NISHED N c+ 4 f0' Jfin \ o\ ? t 12 y 19' o ro NotetrJ•D l lV 171 - _�.... Cultec Re c 12 2 --" BENCfLr�lARK Current Zoning: R-25 GENERAL MOTES: CONSTRUCT P* ED BERM TO -� TOP OF C.B. FND Concrete bound 12.2-12.0 -W- Water se PREVENT ROAD RUNOFF FROM ' B EL= 12.51 13x8 Existing spot grade 13.8 ENTERING SITE. of grade 'NFnd. (NA VD 88) Bldg. Setbacks.' >. System is designed in accordance with "Commonwealth of Afass, Dept. �' ..,. Inv El. .lin. o w i Flow line of Environmental Protection, 310 CA& 15.00; the State Environmental Code, HYDRA FOR 5' AROUND ABSORPTION t (Road) Front '90' S'ahed I0 P.Y.C. Standard the Sgitiny Construction, Inspection On-site the jbrOn-site Treatment and Disposal Systems" 0 SEXCAVATE YSTEM AS REQUIRED TD REMOVE ALL SOIL nsioRequirements of- a U de ¢rad Expansion U Upgrade and the Tours of YARAfO TH Regulations 98 ABOVE THE (C) MEDIUM SAND LAYER. BACK Sidelines 15 Z. No wells or water supplies are known to exist within f00 feet of the ti.' V In ,' � FILL WITH MATERIALS MEETING THE SP£CiF1CATlONS OF 310 CMR 15.255 (3) sed leaching em. .411 wells known to exist within 150 et o p%� g S✓s't •� $� 12 E Ta,) ,,Or 00 i R AND (6). NOTIFY HEALTH DEPT. FOR Prox). Buildin Coverat7e 3. the system are shown Prior to backfilling completed system, notify the Board of Health for a 41" cast iron INSPECTION OF EXCAVATION PRIOR TO BACK Inv El » zs ,10 D FILLING. PROVIDE 24-HOUR (MIN) NOTICE 3,918 SF (M 97) inspection. Provide 24 hours ('min.) notice for inspection. 2 FOR INSPECTION. 4 Contractor shall be responsible for verz&ing location of all underground I. i (1. 1- 1211 i ' "' BUILDING HEICHT Ct1LCUL4TIONS utilities prior to excavation, 0 13.8 5. Any changes u., this plan must be approved by the Board of Headth 12 12' r_ 12x4 m w AVG. NATURAL GRADE ELEL! 12.0' MAX. ALLOWABLE RIDGE ELEV. 47.0' 6. Lot is served by Tour water. !DOL 4 z `�#1 0::::.. PROP. RIDGE ELEV. 45.T 7 No garbage disposal allowed with this design. \ o No tN1....... tk ......:..: '.�..:::.:. 5 �= .� PROP. HEIGHT 33.T 2 SITE PLA Test hole - f2- Existing -12- Proposed 00o Septic to -.3 ndcYWhuh LOCATION d1AP Not to Scale 4 ROUTE 28 P14V p y0 SpFz RO LOCUS REFERENCE'- Assessor's Afap 23 Pcl. 345 PB 120 Pg. 89 TYPICAL SYS77 ff PROI'IL o F I Not to scale Afaintain a maximum of 36"cover over I L.5 C.S.F. all system components All components Z Tank �@ D.Box to be installed on ¢ '\ \ 11 CJ ZONE AE shall conform to specifications contained x I EL 1 1 level, stable base (min 6" stone base) Q I ( ) Top of in 310 CA1R 15.00. PROVIDE INSPECTION a .. 20" Dia cover 20" Dia [GRADE. PORT ON END UNITS ... ,� .... ...... {J i FOZlndatiOn to it/}i 6 i covers. o 3 I eV. 14.60'%6gradne � CULTEC RECHARGER 180 WITHIN 3' OF f1NISHED N c+ 4 f0' Jfin \ o\ ? t 12 y 19' o ro NotetrJ•D l lV 171 - _�.... box Cultec Re c arger 180 0 Absorption trench SOIL TEXTURE ` to b t -pipe I 13.4 E1 •........ I Concrete bound 12.2-12.0 -W- Water se 'oe -U- jb z' '• T Q ... ... 13x8 Existing spot grade 13.8 Proposed of grade Dia I" Dia. In n.n n t^ ...'....."...... �' ..,. Inv El. o w i Flow line Schad IO P.Y. G �. ! S'ahed I0 P.Y.C. •z LOT 43 M..>0 • In 1500 raw El I F 374 S F f 1 41" cast iron Inv El » zs box cover (exclud. top soil) Callon Ca :t 6 (0.37 t) C.B. P rc ju po sefti� TnkM ».60 Inv. AZ. 13.8 'Fnd ` (A'ater tight rain/. conal Inv. El. ». 40 f1.85 Alt tees shall be cast iron I �0 1 or shed l0 AY.0 pipe or 2 rows 0 8 units long (51.7) o No garbage ,grinder cast -in-place concrete. n ).0 } allowlyd with this design. Aov gas baffle m ordlet 1 .6 5g d) � RQc i CULTEC RECHARGER 180 0 TRENCH DETAIL j00 - EFFECTIVE I DESIGN .DATA BACKFILLED LWITH IAPPROVED FILNG AREA 8,9 L' Number of bedrooms: 6 i d -1- 'I "1 t 660 GPD ° It TEST HOLE DATA DATE OF TEST HOLES. 10-9-2014 AVG. WATER EL. = 2.3' INSP. BY. ECO -TECH; A. YON HONE (HEALTH DEPT) USGS ADJ. = 2.7' EST. MAX. H2O EL. = 5.0 Cultec Re c arger 180 0 Absorption trench SOIL TEXTURE (2 reg'd) 0-3 EIC.B. Concrete bound 12.2-12.0 -W- Water se 'oe -U- Unerground utilities 13x8 Existing spot grade 13.8 Proposed of grade cover (exclud. top soil) Callon Ca :t 6 (0.37 t) C.B. P rc ju po sefti� TnkM ».60 Inv. AZ. 13.8 'Fnd ` (A'ater tight rain/. conal Inv. El. ». 40 f1.85 Alt tees shall be cast iron I �0 1 or shed l0 AY.0 pipe or 2 rows 0 8 units long (51.7) o No garbage ,grinder cast -in-place concrete. n ).0 } allowlyd with this design. Aov gas baffle m ordlet 1 .6 5g d) � RQc i CULTEC RECHARGER 180 0 TRENCH DETAIL j00 - EFFECTIVE I DESIGN .DATA BACKFILLED LWITH IAPPROVED FILNG AREA 8,9 L' Number of bedrooms: 6 i d -1- 'I "1 t 660 GPD ° It TEST HOLE DATA DATE OF TEST HOLES. 10-9-2014 AVG. WATER EL. = 2.3' INSP. BY. ECO -TECH; A. YON HONE (HEALTH DEPT) USGS ADJ. = 2.7' EST. MAX. H2O EL. = 5.0 BOTTOM OF PERC AT 60' (C -LAYER) <2MIN./IN. WATER 0 113' (EL - 2.8) Aro. 3 DEPTH SOIL SOIL ELEVA77ON (IN.) HORIZON TEXTURE (FT.) No. > 0 DEPTH (IN.) SOIL HORIZON SOIL TEXTURE ELEVA77ON (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 SAND 9.4 - 1.9 BOTTOM OF PERC AT 60' (C -LAYER) <2MIN./IN. WATER 0 113' (EL - 2.8) Aro. 3 DEPTH SOIL SOIL ELEVA77ON (IN.) HORIZON TEXTURE (FT.) 0 - 3 0 LOAM 11.7 - 11.5 3 - 4 E LOAMY SAND 11.5 - 11.4 4 - 12 A LOAMY SAND A 12 - 36 B LOAMY SAND B 36 - 120 C MEDIUM SAND C BOTTOM OF P£RC AT 62' (C -LAYER) <2MIN/IN. WATER 0 110' (£L = 1.72 WATER 0 120' (£L - 1.7) No.2 D£P7H (IN.) SOIL HORLT.')N SOIL TEXTURE ELEVA71ON (FT.) 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' (£L - 1.7) WATER 0 120' (EL = 1.7) Estrmate 1 y e uen . Effective leaching area as proposed: CULTEC NO. 410 16 units = 103 LF FILTER FABRIC DR OTHER PROVED 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 :v�'NATSVE`: e;•'t'.;-•C:: /\\i 9' MIN. /\/ 36' MAX. PER TITLE 5 Fhl�l\ n V 'SEE 310 CMR 15.255(3) FOR SPECIFICATIONS. NOTE.- "RECHARGER 180' SYSTEM SHALL BE INSTALLED BY A CONTRACTOR TRAINED BY CULTEC, INC. ON THE PROPER INSTALLATION OF THE SYSTEM. 14' Effec. def - BOTTOM EL. = 10.0 5' MIN. MAX. H2O - EL. = 5.0 Min. Final Grade EI = 12.7 Yarmouth Health Department APPROVEM ane Date PROPOSED IDXELLINC & ON-SITE SEXACE TREATILIENT ANI) -DISPOSAL SYSTEILI Prepared for.- Names and Deborah Caola STEPHANIE Va��tNOFMAssgc SEQUIN location. • 156 Springer Lane - Yarmouth, ILIA CIVIL. o� DAVID y�� No. 372?3 J,_ Ryder & Wilcox, Inc., P.E.& P.L.S. LLQ �i3 � A. LYTTLE NgOF�o1sTE��` 3 Ciddiah Hill Rd. Ro 34620 P. 0. Box 439 Scale. - 1" = 20' �4 Fess-° °� So. Orleans, MA.,0266.2 Drawn b SJS Os vee I % 1 cF, Tel 508 255-8312 y ( % Date - Feb. 24, 2016 `-��> _ Fax. ('508) 240-2306 Rev. - Mar. 17, 2016 (Reserve Job No. 11551 No. 4 DEPTH (IN.) SOIL HORIZON SOIL TEXTURE ELEVA770H (FT.) 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 - 120 C MEDIUM SAND 8.7 - 1.7 WATER 0 120' (EL = 1.7) Estrmate 1 y e uen . Effective leaching area as proposed: CULTEC NO. 410 16 units = 103 LF FILTER FABRIC DR OTHER PROVED 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 :v�'NATSVE`: e;•'t'.;-•C:: /\\i 9' MIN. /\/ 36' MAX. PER TITLE 5 Fhl�l\ n V 'SEE 310 CMR 15.255(3) FOR SPECIFICATIONS. NOTE.- "RECHARGER 180' SYSTEM SHALL BE INSTALLED BY A CONTRACTOR TRAINED BY CULTEC, INC. ON THE PROPER INSTALLATION OF THE SYSTEM. 14' Effec. def - BOTTOM EL. = 10.0 5' MIN. MAX. H2O - EL. = 5.0 Min. Final Grade EI = 12.7 Yarmouth Health Department APPROVEM ane Date PROPOSED IDXELLINC & ON-SITE SEXACE TREATILIENT ANI) -DISPOSAL SYSTEILI Prepared for.- Names and Deborah Caola STEPHANIE Va��tNOFMAssgc SEQUIN location. • 156 Springer Lane - Yarmouth, ILIA CIVIL. o� DAVID y�� No. 372?3 J,_ Ryder & Wilcox, Inc., P.E.& P.L.S. LLQ �i3 � A. LYTTLE NgOF�o1sTE��` 3 Ciddiah Hill Rd. Ro 34620 P. 0. Box 439 Scale. - 1" = 20' �4 Fess-° °� So. Orleans, MA.,0266.2 Drawn b SJS Os vee I % 1 cF, Tel 508 255-8312 y ( % Date - Feb. 24, 2016 `-��> _ Fax. ('508) 240-2306 Rev. - Mar. 17, 2016 (Reserve Job No. 11551