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Home My WebLink About0 Green Teal Way - Site PlanSALT MARSH Ct LOT LINE AS S Boo LOT LINE AS S ON PLAN BOOK T IT Y/•l, X IT r Z TEST HOLE -LOGS T_ ENGINEER: ARNE OJALA (OCE}` P. --w � : i v El. WITNESS: AMY VON HONE (BOH) DATE: 11-14-97 PERC. RATE <2 MIN/!N. GREEN TEAL TEST I HOLE #1CLS- TEST HOLE #2 IX_ A n EL. tin 28" NOT IN ADJUSTMENT ZONE GENERAL (TIDALLY '141 PLAN VIEW USErWLUE0.NdED)5* ADJ 64" (REFER TO FINAL SPEC SHEET DETAILS TO BE PROVIDED BY CLIVUS NEW ENGLAND, _ I A IS lOYR 3/3 B LS 10YR 5/8 Ct M. SAND 2.T5Y 6/4 ADJ. Ci Ci vATEr A LS lOYR 3/3 B Ls loyR 5/6 Cl WED. COARSE SAND 7.5YR 5/8 C2 FINE SAND 2.5Y 5/3 C3 RED. 'COARSE SAND 7.5YR 5/8 ADJ. GNDWATER OBSV. WATER Ik "4 - - - - - - - - - - - - - - - - - - - - - - - - - - 1 120" DESIGN< 12 . 12 tGAR6AOF'OtSPOSM IS NOT ALLOWED) BREAK -AWAY WOOD PANEL 10" POURED CONCP, 04-(3) BEDROOM RESIDENCE AT 66* GPD/PORM = 198 GPD, ENCLOSLPE ON 16' FOCTING FOR FLOOD WATER ENTRY 140% REDUCTION ALLOWED q zlll�' PROPOSED WELL M 12 LEACHING: COMPOSTEP FOP M. 16 x 16.75 LOCATION BOTTOM:------.-------- �_:24) = 198 GPD do HOUSE T.F,EL. 15.6 REMOVE OLD / . 0 1/ 1 1 DRAINS (TYP) USE 16' x 16.75' IRRIGATION FIELD (SEE DE TAIL) SEPTIC TANK Jr C SAT�T IMA' TO BE Si TO .85 'A' T., FLOOR AND WALLS GENERAL NOTES 300 GAL Li STORAGE TAW 7. 1. VERTICAL DATUM IS NGVD. 2. MUNICIPAL WATER 15 NOT AVAILABLE, WELL RED. Xl L1-------------------------- 3. MINIMUM PIPE PITCH TO BE 1/8- PER FOOT. JN 4. DESIGN LOADING FOR ALL Pt2ECAST UNITS TO BE H-10 - - - - _- 5. PIPE JOINTS TO BE MADE WATERTIGHT. - - - 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. p 3 SEDR00I.1 HOUSE 7z ENVIRONMENTAL CODE TITLE V. LOAM AND SEED PAVEL 7. THIS PLAN IS fOR PROPOSED WORK ONLY AND NOT TO BE 14.6, USED FOR LOT LINE STAKING. r.r. EL li DRIVE PIPE FOR SEPTIC SYSTEM TO 13E SCH. 40-4" PVC. SPNG DIRT POAD (PROP.) > 4 8. 1��) ro GREEN TEAL WAY wokrN Crorr,)i FABRIC VARIES (MIRA FI) USED AS 77COACK 9. NO GARBAGE DISPOSER ALLOWED. N. ;T-, 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED r WITHOUT INSPECTION BY BOARD OF HEALTH AND 3 TMI x 4 WITH AARA F1 A rTA CHEV 8Y J 509ZE79'5 PERMISSION OBTAINED FROM BOARD OF HEALTH. AT f 6 CENTERS 2 BENCHMARK 11. PILE FOUNDATION DESIGN BY. OTHERS CAPPED 1.5 IRON PIPE EL.- 14.04 STA=IRED SPIKES PROP. 16' 16.75' IRRIGATION AlA ;FIELD (SEE DETAIL) 56 J TOWN OF YARMOUTH CONSERVATION PROP, PETATNING 5 MOV L: OvN TO UED. SECTION VI SAND HORIZON. ENGINEEI o WALL. TOP R 70 6" x 6' P.T LANDSCAPE TIE KNEE WALL 18" HIGH 6" DEEP INSi CERTIFY 1 11.5 (SEE DETAIL) .1126 \% 0.6 NOT M ScAtz % 2 LINER AT LIMIT CT li I%, AREA SHOWNI. TOP AT ELEV. 12 5'. EDT7 AT r. Fl. 14 1T. y SYSTEM PROFILE (W)lf TO SCALE) FF AT EL. 16.5, sv ACCESS COVER TO WITHIN 6' OF FIN. GRADE rq I ACCESS COVER (WATERTIGHT) TO WITHIN 6" OF FIN, GRADE I 15,8 FC4Z'l 1113.25 .75' OF CCi CYTP PRECAST 2% SLOPTE REOUIRED OVER, SYSTEM 2' PEAS TONE PUN PIPE LM 12.8 -PU FOP FIRST 2' 5' rl T2 PROPOSED 0 - ---------- 1� oo� �M�o ELAI 0' 12 r "" = F GALLON SEPTIC \j �11 _2.42' TANK (H- 6 DE SITE PLAN AD-) WATEPP _0 5ti't? Sr Son if .10111 A L 12,28' \-3/6- TO 1-t/2- WASHED STOVE OBS WATEF AT i f 0* OF LAND OFF GREEN TEAL WAY IN 4% -,6' CRUSHED STONE OR MECHANICAL (TIDALLY IT COi (15,221 (21) M DEPTH OF FLOW 4' 1 '1 1 YARMOUTHPORT, A� SLOPE) 31 SLOPE}i. TEE SIZES: off SM -302-4541 INLET DEPTH fft 5M 3t2 -ow PREPARED FOR OUTLET 0 E PTH 14 DAVID SCHURGA down cape engineering, - inc. LEACHING PILE FOUNDATION 2' SEPTIC TANK 14 5' 66x FACILITY CIVIL ENGINEERS DATE: DECEMBER 21.-1999 LAND SURVEYORS SCALE: 1" 20' REV,.9 1� 0 IT; C20 O 939 main st. yamouth, Ma' 02675 ,REV. 0/0 1 ITT RK: 9z 19/01 .(CLIVUS q 1, 1 - 11, - t T IT 7 23/02 (HSE) PP.OPOSED,*rLi R IT, T IT 6 20 4 4 TO c A 4 _TTTT, 7 IT AilTo la , 11 TT T�' -,PEi`,�T DATE,� ITT' JALA LS I -IT TIT, 1 4 T� "Ti Tel', IT T, % 0.4 12- 10.7 M 27" 9.0 TR EC': CREEK Ti CREEK 32' 43- 6.5 6.0 53' A LS lOYR 3/3 B Ls loyR 5/6 Cl WED. COARSE SAND 7.5YR 5/8 C2 FINE SAND 2.5Y 5/3 C3 RED. 'COARSE SAND 7.5YR 5/8 ADJ. GNDWATER OBSV. WATER Ik "4 - - - - - - - - - - - - - - - - - - - - - - - - - - 1 120" DESIGN< 12 . 12 tGAR6AOF'OtSPOSM IS NOT ALLOWED) BREAK -AWAY WOOD PANEL 10" POURED CONCP, 04-(3) BEDROOM RESIDENCE AT 66* GPD/PORM = 198 GPD, ENCLOSLPE ON 16' FOCTING FOR FLOOD WATER ENTRY 140% REDUCTION ALLOWED q zlll�' PROPOSED WELL M 12 LEACHING: COMPOSTEP FOP M. 16 x 16.75 LOCATION BOTTOM:------.-------- �_:24) = 198 GPD do HOUSE T.F,EL. 15.6 REMOVE OLD / . 0 1/ 1 1 DRAINS (TYP) USE 16' x 16.75' IRRIGATION FIELD (SEE DE TAIL) SEPTIC TANK Jr C SAT�T IMA' TO BE Si TO .85 'A' T., FLOOR AND WALLS GENERAL NOTES 300 GAL Li STORAGE TAW 7. 1. VERTICAL DATUM IS NGVD. 2. MUNICIPAL WATER 15 NOT AVAILABLE, WELL RED. Xl L1-------------------------- 3. MINIMUM PIPE PITCH TO BE 1/8- PER FOOT. JN 4. DESIGN LOADING FOR ALL Pt2ECAST UNITS TO BE H-10 - - - - _- 5. PIPE JOINTS TO BE MADE WATERTIGHT. - - - 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. p 3 SEDR00I.1 HOUSE 7z ENVIRONMENTAL CODE TITLE V. LOAM AND SEED PAVEL 7. THIS PLAN IS fOR PROPOSED WORK ONLY AND NOT TO BE 14.6, USED FOR LOT LINE STAKING. r.r. EL li DRIVE PIPE FOR SEPTIC SYSTEM TO 13E SCH. 40-4" PVC. SPNG DIRT POAD (PROP.) > 4 8. 1��) ro GREEN TEAL WAY wokrN Crorr,)i FABRIC VARIES (MIRA FI) USED AS 77COACK 9. NO GARBAGE DISPOSER ALLOWED. N. ;T-, 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED r WITHOUT INSPECTION BY BOARD OF HEALTH AND 3 TMI x 4 WITH AARA F1 A rTA CHEV 8Y J 509ZE79'5 PERMISSION OBTAINED FROM BOARD OF HEALTH. AT f 6 CENTERS 2 BENCHMARK 11. PILE FOUNDATION DESIGN BY. OTHERS CAPPED 1.5 IRON PIPE EL.- 14.04 STA=IRED SPIKES PROP. 16' 16.75' IRRIGATION AlA ;FIELD (SEE DETAIL) 56 J TOWN OF YARMOUTH CONSERVATION PROP, PETATNING 5 MOV L: OvN TO UED. SECTION VI SAND HORIZON. ENGINEEI o WALL. TOP R 70 6" x 6' P.T LANDSCAPE TIE KNEE WALL 18" HIGH 6" DEEP INSi CERTIFY 1 11.5 (SEE DETAIL) .1126 \% 0.6 NOT M ScAtz % 2 LINER AT LIMIT CT li I%, AREA SHOWNI. TOP AT ELEV. 12 5'. EDT7 AT r. Fl. 14 1T. y SYSTEM PROFILE (W)lf TO SCALE) FF AT EL. 16.5, sv ACCESS COVER TO WITHIN 6' OF FIN. GRADE rq I ACCESS COVER (WATERTIGHT) TO WITHIN 6" OF FIN, GRADE I 15,8 FC4Z'l 1113.25 .75' OF CCi CYTP PRECAST 2% SLOPTE REOUIRED OVER, SYSTEM 2' PEAS TONE PUN PIPE LM 12.8 -PU FOP FIRST 2' 5' rl T2 PROPOSED 0 - ---------- 1� oo� �M�o ELAI 0' 12 r "" = F GALLON SEPTIC \j �11 _2.42' TANK (H- 6 DE SITE PLAN AD-) WATEPP _0 5ti't? Sr Son if .10111 A L 12,28' \-3/6- TO 1-t/2- WASHED STOVE OBS WATEF AT i f 0* OF LAND OFF GREEN TEAL WAY IN 4% -,6' CRUSHED STONE OR MECHANICAL (TIDALLY IT COi (15,221 (21) M DEPTH OF FLOW 4' 1 '1 1 YARMOUTHPORT, A� SLOPE) 31 SLOPE}i. TEE SIZES: off SM -302-4541 INLET DEPTH fft 5M 3t2 -ow PREPARED FOR OUTLET 0 E PTH 14 DAVID SCHURGA down cape engineering, - inc. LEACHING PILE FOUNDATION 2' SEPTIC TANK 14 5' 66x FACILITY CIVIL ENGINEERS DATE: DECEMBER 21.-1999 LAND SURVEYORS SCALE: 1" 20' REV,.9 1� 0 IT; C20 O 939 main st. yamouth, Ma' 02675 ,REV. 0/0 1 ITT RK: 9z 19/01 .(CLIVUS q 1, 1 - 11, - t T IT 7 23/02 (HSE) PP.OPOSED,*rLi R IT, T IT 6 20 4 4 TO c A 4 _TTTT, 7 IT AilTo la , 11 TT T�' -,PEi`,�T DATE,� ITT' JALA LS I -IT TIT, 1 4 T� "Ti Tel', IT T, % 0.4 LONE E 1 M i TR EC': CREEK Ti CREEK I A w0ju N! cokjs OURD 6.2 6A. 7.7 1p, LOCUS MAP SCALE 1 2000' ASSESSORS MAP 118 PORTION OF PARCEL Al NEW MAP 139 PARCEL 2 FLOOOZONi AS (EL 12)