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Home My WebLink About83-1530 - Site PlanSALT MARSH AREA=174,250 SQ.FT. (4.0 ACRES) UPLAND 35,500± SQ. FT. (0.81 ACRES) i , r � i L r 1 �\ i \ EDGE ND \ 8/7/90 L i ` _SMI-SM7 03/00 LOC ---- - -- B \ , SALT MARSH 1 475 \ \ ��•-�� / j�7� PROF OSED WELE .. FORMER / \ LOCATION /$�O \ / HOUSE T.F.EL 15.6 ROPOSED 3 B ROOM REMOVE OLD SE ON PILING uND SEPTIC TANK F. EL 19.0' NO i ' '�+'S A% SIN 75 \ \ PROPOSED T \ V, 3 BEDROOM HOUSE i' \ ON PILES QG G L ✓ \ \ IVE o �' .` - - \ / TNG DIRT ROAD ROP.) JJ�%{R - ~\ R.O.W.ETO GREEN TEAL WAY TO4-70F TH P P0SL0,6I + BLOWE 0 TEST HOLE LOGS ENGINEER: ARNE OJALA (OCE) WITNESS: AMY VON HONE (BOH) DATE: 11-14-97 PERC. RATE = <2 MIN/IN. 0' TEST HOLE #1 cT 11 A n" TEST HOLE #2 EL 9' 15" 28' USE CULTEC FILTER FABRIC PER MANUFACTURERS SPECS OVER ENTIRE LEACHING FACILITY foo INN e e e e e e o e e e e iko I'll 0 11.5' 3/4" TO 1 1/2" DOUBLE WASHED STONE 10" NOT IN LEACHING FIELD DETAIL ADJUSTMENT ZONE 50- (TIDALLY ON PLAN BOOK 195/141 F.F. AT EL. 15.5' FLOOR SYSTEM • TOP WALL= 14.5' 9.5 9.3 PILE FOUNDATION INFLUENCED) USE 0.5' ADJ. 64' ss' =c ADJUSTED WATER EL 6.5' ACCESS COVERS TO WITHIN 6' OF FlN. GRADE TO PUMP PIT FRL A TS lOYR 3/3 B IS 10YR 5/6 cl MED. sm 2.5Y 6/4 ADJ. GNDWATER V OBSV. WATER 12' 10.1 27' 9.0 32- 43* 6.5 6.0 53' 3.3 1 0" A IS 10YR 3/3 B IS 10YR 5/6 Cl MED. COARSE SAND 7.5YR 5/8 C2 FINE SAND 2.5Y 5/3 C3 MED. COARSE SAND 7.6YR 6/8 ADJ. CNDWATER V OBSV. WATER 0.4 8.2 7.7 an FLOODZONE: A5 (EL 12) ,•�•• ,•••• •✓y r.,.�. s (12' CONTOUR USED) 6.5 6.0 2 0.4 VENT INLET TEE REQ. USE CULTEC FILTER FABRIC PER MANUFACTURERS SPECS RUN PIPE LEVEL OVER MIRE LEACHING FACILITY FOR FIRST 2'(� 1 ,86' 9' MIN.(eL-13.0') j}- 12.40 LI Mir1 ��.�- -�� - N.T.S. 6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 (21) SEPTIC TANK PUMP CHAMBER DEPTH OF FLOW a 4' 104' AT TEE SIZES: ( 1 ,X SLOPE) INLET DEPTH - 10' OUTLET DEPTH NIA REQUIRED INSPECTIONS AND CERTIFICATIONS SYSTEM PROFILE 10' (NOT TO SCALE) 1. ENGINEER SHALL INSPECT WHEN REQUIRED EXCAVATION IS 2XIMIN. COMPLETE. 7 •--r_ 2. ENGINEER SHALL STAKE VAULT PRIOR TO CONSTRUCTION rWA2.r 3. E CIMwI Gua_ iNFPECT la, LT DURING `.^u TR.U'nnA .OfFFOOTINGS, STEEL PLACEMENT & WALL ALARrA ANO CONTROL PANEL 4. ENGINEER SHALL INSPECTWHEN CLEAN FILL HAS BEEN PROPERLY TO BE INSTALLED INSIDE DEPOSITED BUILDING. ALARM TO BE ON 5. ENGINEER SHALL INSPECT AND CERTIFY SEPTIC COMPONENTS AND SEPARATE CIRCUIT FROM PUMP PUMP MECHANISMS AFTER INSTALLATION ENGINEER SHALL CERTIFY TO YARMOUTH HEALTH DEPARTMENT THAT THE RETAINING VAULT, SEPTIC SYSTEM AND PUMP MECHANISMS HAVE FLOAT SNATCH BEEN INSTALLED IN SUBSTANTIAL COMPLIANCE WITH THE APPROVED SETTINGS: I PLAN. yolk VEN12�/J� �i�/ /�i� BENCHMARK: c CAPPED 1.5" IRON T o. 13 / i PIPE EL.= 14.04 \\ �� •va ROPOSED LEACHING FIE AND WEKOUT 42' VAULT (SEE DETAlkS)_ �. J i WATERPROOF MASTIC TOWN OF YARMOUTH CONSERVATION - & MIL POLY ...... REMOVAL DOWN TO MED. TOWN ' COATING ON INSIDE WALL I , SAND ORIZON, ENGINEER TO I I INSPE k CERTIFY I 126 / o 1 1 0I0.6 I 1 � \ / 56 \ / \ / RETA'NING WALL NOTES: I 1. REINFORCING STEEL* ASTM A 615 GRADE 60 2. cow RETE 30DO PSI MIN. 3/4" MAX AGG. SIZE / 3. WALL MAY NOT BE BACKFILLED FOR 14 DAYS M ! / POURING OF WALL CONCRETE. BOTTOM FOOTING EL. 8.2' SEE NOTE 1 CONTINUOUS (LAP SPLICE 21') 12.7 1148S 3/4' TO 1 1/2' DOUBLE -WASHED STONE GENERAL NOTES BOTTOM AT EL 11.50' 00 LEACHING BACKFILL 5.0' FACILITY of / / 1. VERTICAL DATUM IS NGVD. WALL (SEE DETAJL) po o = ADJUSTED WATER EL 6.5' MUNICIPAL WATER IS NOT AVAILABLE, WELL REQ. 0 1500 GAL S/T 11,172eLBS1 7106 LBS} OK 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 1000 GAL S/T 8300'LBS1 5740 LBS + OK eMIGHT OF TANK ALONE DESIGN LOADING FOR ALL PRECAST UNITS TO BE H-10 SEPTIC TANK: SOIL COVER ADDS TO ._ FACTOR OF SAFETY . I'00• I !!M250EP HOLE 5. PIPE JOINTS TO 8E MADE WATERTIGHT. 1000 GAL H-10 S _- 4RM ON 12 800 GAL+ CHECK VALVE USE A 1500 GALLON SEPTIC TANK ENVIRONMENTAL CODE TITLE V. 20' CLEANOUT COVER THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE LEACHING: USED FOR LOT LINE STAKING , BOTTOM:12.6 x36.6"= 461 S.F. ( .74) = 341 GPD RETAINING VAULT DETAIL 12"X16' CLffNOUT COVER PIPE FOR SEPTIC SYSTEM TO BE SCH. 40-4" PVC. 9. NO GARBAGE DISPOSER ALLOWED. USE 2 ROWS OF 4 C4-CULTEC FIELDDRAIN PANELS 1 1/4' AIR PIPINI 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED / off 508-362-4541 fax 508 362-9880 - I i PERMISSION OBTAINED FROM BOARD OF HEALTH. I I I I 1500 CAL cape nbineerinO, inc. SEPTICANI HMA!l. INC.WI4'sCH 40 PVC (IYP.) OR EQUAL IN FROM HOUSE j ABOVE CIVIL ENGINEERS 11 I o"uTLET I LAND SURVEYORS I I _ _ I FAST UNIT I 939 main st. yarmouth, ma 02675 I 11 I 1NBL0-MER MUST BE WITHIN I 1 L- - -� I I 100 RET OF FAST UNIT AT EL. -12 OR ABOVE ALTERNATIVE ,a„�.aA< uF - - - 2. VENT DESIRED PROPOSED WELL OF { N NDC moN AND COVER ING WITH Pf VCT 1\ C �� s APNe ice- SCREEN. !a`' ARNE H. 30 A :. ......... 1 " - 3. FAS SYSTEM TO BE UNE 72 OPERATION & MAINTENANCE o VIIN 4�eJ. /�_� COR TACT FOR LIFE OF SYSTEM �EGtSTt \- a . ^ PLAN VIEW A /n. SEI crcnAck 0./t Ot'" xPE4`PL5 DATE SEE NOTE 1 CONTINUOUS (LAP SPLICE 21') 12.7 1148S 3/4' TO 1 1/2' DOUBLE -WASHED STONE GENERAL NOTES BOTTOM AT EL 11.50' CLEAN MEDIUM SAND LEACHING BACKFILL 5.0' FACILITY REINFORCED CONCRETE RETAININ 1. VERTICAL DATUM IS NGVD. WALL (SEE DETAJL) = ADJUSTED WATER EL 6.5' MUNICIPAL WATER IS NOT AVAILABLE, WELL REQ. SOUYANCY CALCULATIONS: 1500 GAL S/T 11,172eLBS1 7106 LBS} OK 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 1000 GAL S/T 8300'LBS1 5740 LBS + OK eMIGHT OF TANK ALONE DESIGN LOADING FOR ALL PRECAST UNITS TO BE H-10 SEPTIC TANK: SOIL COVER ADDS TO ._ FACTOR OF SAFETY . I'00• !!M250EP HOLE 5. PIPE JOINTS TO 8E MADE WATERTIGHT. 1000 GAL H-10 S _- 4RM ON 12 800 GAL+ CHECK VALVE 1/4HP PUMP SEE NOTE 2 SINGLE HOME FAST" 1 1 1 1 INSERT TOWN OF YARMOUTH VAMANCES REQUESTED: 1 I I I I I I I REG. 3.7: SAS TO BE eY TO BVW (43' VARIANCE) I 1 I I ST TO BE 42' FROM BVW (58' VARIANCE) f. rl PC TO BE 47 FROM BVW (53' VARIANCE) • L REG 2.22 NO RESERVE (PRIMARY TO BE REPLACED IF FAILED) TITLE 5 VARIANCES REDUESTED: Z - !15.405 (MAXIMUM FEASIBLE COMPLIANCE) UNDER 15.005 3' TRANSITION RULES: SETBACK REDUCTION REQUESTED, SAS TO M " TREATED COASTAL BANK (50' TO 40') 6'6HOLE �. _ WATER 15.248 NO RESERVE OUTLET (SHOULD PRIMARY S.A.S. FAIL, CONTAMINATED SOIL TO BE REPLACED, ' t AND SYSTEM REBUILT W.T'N EXISTING WALLS) LID N 5D0 GAL 1000 GAL 38" PROFILE SITE PLAN OF LAND OFF GREEN TEAL WAY IN YARMOUTHPORT, MA PREPARED FOR DAVID SCHURGA SCALE: 1" = 20' DATE: DECEMBER 21, 1999 rev: 9/1/2000 REV. 1/30/01 20 0 20 40 60 Feet GENERAL NOTES GRADE 9.5'-12' 1. VERTICAL DATUM IS NGVD. 2. MUNICIPAL WATER IS NOT AVAILABLE, WELL REQ. SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED) " 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. (3) BEDROOM RESIDENCE AT 110 GPD/BDRM = 330 GPD. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE H-10 SEPTIC TANK: KEY 5. PIPE JOINTS TO 8E MADE WATERTIGHT. 330 GPD (2) = 660 (1500 MIN.) R=3' MIN' 12 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. USE A 1500 GALLON SEPTIC TANK ENVIRONMENTAL CODE TITLE V. 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE LEACHING: USED FOR LOT LINE STAKING , BOTTOM:12.6 x36.6"= 461 S.F. ( .74) = 341 GPD RETAINING VAULT DETAIL 8. PIPE FOR SEPTIC SYSTEM TO BE SCH. 40-4" PVC. 9. NO GARBAGE DISPOSER ALLOWED. USE 2 ROWS OF 4 C4-CULTEC FIELDDRAIN PANELS 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITH 2.5' OF STONE ® ENDS & 2.3' OF STONE AT SIDES WITHOUT INSPECTION BY BOARD OF HEALTH AND r WITH Hoop PERMISSION OBTAINED FROM BOARD OF HEALTH. SEE NOTE 2 SINGLE HOME FAST" 1 1 1 1 INSERT TOWN OF YARMOUTH VAMANCES REQUESTED: 1 I I I I I I I REG. 3.7: SAS TO BE eY TO BVW (43' VARIANCE) I 1 I I ST TO BE 42' FROM BVW (58' VARIANCE) f. rl PC TO BE 47 FROM BVW (53' VARIANCE) • L REG 2.22 NO RESERVE (PRIMARY TO BE REPLACED IF FAILED) TITLE 5 VARIANCES REDUESTED: Z - !15.405 (MAXIMUM FEASIBLE COMPLIANCE) UNDER 15.005 3' TRANSITION RULES: SETBACK REDUCTION REQUESTED, SAS TO M " TREATED COASTAL BANK (50' TO 40') 6'6HOLE �. _ WATER 15.248 NO RESERVE OUTLET (SHOULD PRIMARY S.A.S. FAIL, CONTAMINATED SOIL TO BE REPLACED, ' t AND SYSTEM REBUILT W.T'N EXISTING WALLS) LID N 5D0 GAL 1000 GAL 38" PROFILE SITE PLAN OF LAND OFF GREEN TEAL WAY IN YARMOUTHPORT, MA PREPARED FOR DAVID SCHURGA SCALE: 1" = 20' DATE: DECEMBER 21, 1999 rev: 9/1/2000 REV. 1/30/01 20 0 20 40 60 Feet