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Home My WebLink AboutEngineered Plans - 2019W Z J O X0 12 WHISTLER LANE .,''95.57' X i :' .. 134-29 #15 CONSERVATION DRIVE 93.21' X �b\e "'t" 97 town water 134-27 j rd I o town water �u�de<9 O p c(D CP (ft t 4, i. SITE "YARMOUTHPORT" it CIRCUIT GENERAL NOTES 1. ADDRESS: 3 CONSERVATION DRIVE, YARMOUTH 2. ASSESSOR'S NUMBER: MAP 134 PARCEL 26 3. DEVELOPER'S LOT: LOT #31 4. TOPOGRAPHIC INFORMATION WAS COMPILED FROM AN ON THE GROUND INSTRUMENT SURVEY. 5. TOWN WATER IS PROVIDED TO THE SITE & SURROUNDING PROPERTIES. 6. NO WETLANDS ARE LOCATED WITHIN 150 FEET OF THE PROPOSED SAS. 7. REFERENCE PLAN: DEED BOOK 20123 PAGE 7, PLAN BOOK 271 PG 81 8. UTILITIES LOCATED BY DIGSAFE #20191306988. 9. THIS DESIGN PLAN IS TO BE UTILIZED FOR SEPTIC REPAIR PURPOSES ONLY. 10. EXISTING SEPTIC COMPONENTS LOCATED PER THE AS—BUILT ON FILE AT BOARD OF HEALTH. LEGEND —W— 97.96 X ••••••••••18.- .•••• 161.81' KNau -�= -•98 101.78' X Existing Leach Pit septic setback f DIRT ' �zo 0 Perk Test Location 98.37' I / LOT 31 :'\ DRIVtWAY a AREA— 2 2 S 100•....-... F. o septic setbackP�// :::-:::.•:;:::::•: ;TEST ,198± . - 100............................................................................................................................................................................................. PROPOSED' -SAS:: :; ':;''>'` HOLE . ....................................... ..99 98 .......................................... .............. .................... ------- 97.45------------------ 2 H-10 : 500—gahchambers 9 o. :::•::•:: #1 `--- HOCKANOM "ROAD`S SCALE. ,PLAN 1 — 20 ------�. a with 4 ofstone. on sides;: PUBLIC — VARIABLE WIDTH 0.1 ON C.B.1 FND. 100.18' _1 .0 and ends i n ` a 25' X `.13' 2' l e a h trench . TEST. -:::• ;>;> ' `' EXISTING v L 2 ;. D DWELLIN 3,� 6' IIII= �'� F elev. 103. 1 C� w °°°° °°°°°°°°°° wood �.......�.........� deck I �Bsmt Fl.elev.= z — ��o.o� I I I I I I i 94.94'/ w Q7 ':. RESER R EA V 5 TEST 9 � -• 17' �— GAS 1 .; 00 70 : — GAS —�._ GAS E 0 -- U Ln b o H ° ° #3E 20 /l/ IV —��j/�/_��A — GAS j 0 I— 0 100.12' X o ap000000o °o°°°O°O 1 1 1 1 1 1 1 -7. I 0 p J in - ': °O-°°o°°°O°° TEST Y II , Y HOLE ICD #4 99.80 96.17' Q z> :.::::; ::::::::;::;:::: ..:.:.: `.:t :::: `D 97.09, RElf IVE ... U ...99.65' :: P.K.ail set .....:XK 99.63' i. SITE "YARMOUTHPORT" it CIRCUIT GENERAL NOTES 1. ADDRESS: 3 CONSERVATION DRIVE, YARMOUTH 2. ASSESSOR'S NUMBER: MAP 134 PARCEL 26 3. DEVELOPER'S LOT: LOT #31 4. TOPOGRAPHIC INFORMATION WAS COMPILED FROM AN ON THE GROUND INSTRUMENT SURVEY. 5. TOWN WATER IS PROVIDED TO THE SITE & SURROUNDING PROPERTIES. 6. NO WETLANDS ARE LOCATED WITHIN 150 FEET OF THE PROPOSED SAS. 7. REFERENCE PLAN: DEED BOOK 20123 PAGE 7, PLAN BOOK 271 PG 81 8. UTILITIES LOCATED BY DIGSAFE #20191306988. 9. THIS DESIGN PLAN IS TO BE UTILIZED FOR SEPTIC REPAIR PURPOSES ONLY. 10. EXISTING SEPTIC COMPONENTS LOCATED PER THE AS—BUILT ON FILE AT BOARD OF HEALTH. LEGEND —W— 97.96 X ••••••••••18.- .•••• Existing contour KNau Existing 1,000 gal. H-10 loading septic tank I I Existing Leach Pit ................. ............... , I Perk Test Location LOT 31 AREA— 2 2 S 100•....-... F. o septic setbackP�// 99. ,198± . - 100............................................................................................................................................................................................. X B M :........... C.B. 1 fn d. ..... ...... . . ....................................... 98 .......................................... .............. .................... ------- 97.45------------------ ........ .......................... — .... ........ .... / 98'� 9 SITE HOCKANOM "ROAD`S SCALE. ,PLAN 1 — 20 a AFIN B.M.=100.00' (ASSUMED) PUBLIC — VARIABLE WIDTH 0.1 ON C.B.1 FND. _1 .0 i. SITE "YARMOUTHPORT" it CIRCUIT GENERAL NOTES 1. ADDRESS: 3 CONSERVATION DRIVE, YARMOUTH 2. ASSESSOR'S NUMBER: MAP 134 PARCEL 26 3. DEVELOPER'S LOT: LOT #31 4. TOPOGRAPHIC INFORMATION WAS COMPILED FROM AN ON THE GROUND INSTRUMENT SURVEY. 5. TOWN WATER IS PROVIDED TO THE SITE & SURROUNDING PROPERTIES. 6. NO WETLANDS ARE LOCATED WITHIN 150 FEET OF THE PROPOSED SAS. 7. REFERENCE PLAN: DEED BOOK 20123 PAGE 7, PLAN BOOK 271 PG 81 8. UTILITIES LOCATED BY DIGSAFE #20191306988. 9. THIS DESIGN PLAN IS TO BE UTILIZED FOR SEPTIC REPAIR PURPOSES ONLY. 10. EXISTING SEPTIC COMPONENTS LOCATED PER THE AS—BUILT ON FILE AT BOARD OF HEALTH. �tw •+4$ PROPOSED SEPTIC SYSTEM REPAIR MATTHEW C. PREPARED FOR s COSTA 2 JANIS GOLD � . AT s� n #3 CONSERVATION DRIVE YARMOUTH, MA OWNER: ANTHONY L. CRAPIS, C/O JANIS GOLD PREPARED BY: LEGEND —W— Approximate location water line ••••••••••18.- .•••• Existing contour KNau Existing 1,000 gal. H-10 loading septic tank Existing Leach Pit (to be pumped and backfilled) 101.70' X Denotes existing spot grade Perk Test Location �tw •+4$ PROPOSED SEPTIC SYSTEM REPAIR MATTHEW C. PREPARED FOR s COSTA 2 JANIS GOLD � . AT s� n #3 CONSERVATION DRIVE YARMOUTH, MA OWNER: ANTHONY L. CRAPIS, C/O JANIS GOLD PREPARED BY: Glen E. Harrington, R.S. 9 Leda Rose Lane Marstons Mills, MA 02648 Tel: 774-238-1813 Email: gharr88®hotmail.com SCALE: 1 "=20'DRAWN BY: GEH Vat mouth Health Department DATUM: ASSUMED P V D F,a KNau 1 OF 2 Date Glen E. Harrington, R.S. 9 Leda Rose Lane Marstons Mills, MA 02648 Tel: 774-238-1813 Email: gharr88®hotmail.com SCALE: 1 "=20'DRAWN BY: GEH DATE: 27 MAR 2019 DATUM: ASSUMED FILE: 3ConservYarm SHEET 1 OF 2 Existing Dwelling SYSTEM PROFILE *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. First FI.=103.17' Not to Scale 3 HOLE H-20 Existing Grade =95'f DIST. BOX Finished grade over system=2% slope away Existing Grade = 96't CELLAR Septic tank covers must be " WALL within 6" of finished grade ---------------------------- D -Box cover shall be within 6" of finished grade One chamber cover shall be in. 2"-1/8"-1/2" Double -Washed Stone or eo-textile filter cloth 9 S = 0.02' ft within 6" of finished grade To of SAS=93' S=0.01'/FT. Bsmt F1.=94.94' ''. 13' EXISTING S=' ft S=0.011/ 0.01 ft GAL. 2s' Invert Elev.=91.84' SEPTIC TANK .. 13' ® C3 EM EUC3 r_3 CMP=91,97 24" Inv. elev.= 98.49' " H-10 Ex.= 0'Bottom ® ® C3 ® ® ® of Leach Facility Elev.=89.93' Install Gas Baffle or equal Ex. Inv. Elev.=92.65'A. P=92.14' 3/4"-11X" Double -Washed Stone 5' Min. (5't PROVIDED) 6" OF 3/4"-11/2" STONE LEACHING CHAMBERS 6" OF 3/4--11/2- STONE MINIMUM Bottom of Test Hole Elev.=85.0' ire"" One chamber cover shall be Min. 2"-1/8"-1/2" Double—Washed Stone filter cloth geo—teTor Design Calculations within 6" of finished grade of SASxtile .:: 2 ............................. Number of Bedrooms: 3 Equivalent to 330 Gal./Day .�,,.,_._,..;.,_,:::,.:.,_...... . ��••:•�:::::::. :::.:::................... Garbage Disposal: Not allowed with this design LR Septic Tank Ca acit Required: 330 d x 200 - 660 d. P Capacity q 9P - 9P C3 C3 C3 0 24" 0 Septic Tank Capacity Provided: Existing 1,000 -gal H-10 septic Tank O C3 r-3 G G G r_3 Bottom of Leach Facility Elev.B r4! Leaching Capacity Required: 330 gpd x LTAR= 446 SF Req'd Area s' a' BATH N: LTAR for Class I soil at <2 min./inch = 0.74 gal/sq. ft. 3/4"-1V" / Double—Washed Stone s' Mtn. H-10 DR K '''' EXISTINGr////;, Proposed Leaching Structure: 1-25'x13'x2' Leaching Trench P 9 9 Bottom Leaching Area Provided = 325 Sq.Ft. LEACHING CHAMBERS .•::1.3;:•:::: DWELL ING /�'�� Sidewall Leaching Area Provided = 152 sq. ft. Total Leachin Area Provided = 477 s . ft. > 446 s . ft re 'd. 9 q q qCROSS SECTION F elev.=103.17' Leaching Capacity Provided =477 sq. ft X 0.74 gal/sq.ft.=353 gpd. FIRST FLOOR """��....... B Fl.elev.—" 94.94'�� j 25' SAS LAYOUT MBR > Scale: 1 =20 ............................................................................... 6 A FIN N, 13 O 0 RM CL HALL A-1 = 43'-0" B-1 = 41'-5" A-2 = 58'-8" B-2 = 41'-3" BA BR BATH BASEMENT LEVEL CONSTRUCTION NOTES SAS LAYOUT SECOND FLOOR OF PLAN VIEW 1. Contractor is responsible for Digsafe notification and protection of all underground utilities and pipes. �y p G NOT TO SCALE 2. The septic tank and distribution box shall be set level on 6" of 3/4"-11/2 stone. AR ING N —' 3. Backfill should be clean sand or gravel with no ® 0 stones over 3" in size. PROPOSED SEPTIC SYSTEM REPAIR 4. This system is subject to inspection during installation - PERK TEST &SOIL EVALUATION PERK TEST �°f�-��Q•�� PREPARED FOR by Glen E. Harrington, R.S. Dote of TEST HOLE: APRIL 10, 2019 DEPTH: 39-57" Performed By. GLEN E. HARRINGTON, R.S. 1TAF0 JANIS GOLD 5. The contractor shall install this system in accordance BEGIN SOAK: 00:00 Witness: AMY VON HONE, R.S., BOH AGENT END SOAK: 11:05 min:sec AT with Title V of the Massachusetts Environmental Code and local Board of Health Rules and Regulations. Excavator: BRUCE, CAPEWIDE ENTERPRISES Percolation Rate: < 2 MPI TIME: 11 MIN.=UNABLE TO SOAK USE <2 MPI FOR DESIGN #3 CONSERVATION DRIVE 6. If, during installation the contractor encounters any Test Hole Test Hole Test Hole Test Hole YARMOUTH, MA soil conditions or site conditions that are different No. 1 DEP soils ELEV. No. 2 No. 3 ELEV. DEPTH SOILS ELEV. DEPTHr�EBW No. 4 OWNER: ANTHONY L. CRAPIS, C/0 JANIS GOLD from those shown on the soil log or in the design, ^ ^ 1 or," " DEP SOILS ELEV. the installer shall halt installation and immediately notify D/A 0/A TKY o/A PREPARED BY: Glen E. Harrington, R.S. loamy sand loamy sand loamy 7. NO vehicle Or heavy machinery shall drive over the 10YR4 1 5.1 " 5.2 ' 10YR4 1 sand 90YR4 1 Glen E. Harrington, R.S. g septics stem unless noted as H-20 septic components. Y P P Ioam sandy BW oom sandy tom,9 Leda Rose Lane 8. All piping shall be 4"diameter SCH 40 PVC unless otherwise specified. ^ .5YRs ^ .5YR5 ^ .5YR5 sandy " .5YR5 Marstons Mills, MA 02648 9. No wells are located within 150' of proposed SAS. c1 92.5' c1 c1 c1 Tel: 774-238-1813 10. Provide 1 DB -3 H-20 d—box and 2 H-10 500— al concrete g MEDIUM SAND MEDIUM �Q MEDIUM SAND SAND MEDIUM Email: gharr880hotmail.com chambers by Wiggin Precast or equal. 2.5Y6/4 2.5Y6/4 910' 2.5Y6/4 SAND 2.5Y6/4 11. Existing leach pit shall be pumped and backfilled. NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED SCALE: 1"=20' DRAWN BY: GEH DATE: 27 MAR 2019 DATUM: ASSUMED FILE: 3ConservYarm SHEET 2 OF 2