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Home My WebLink About373 Whites Path - Site Plan 3L I 6 RIO i LOCUST) I '� LOCUS MAP MID -CAPE HIGHWAY a i ASSESSOR'S MAP 1/0, PARCEL 8 q ZONING DISTRICTS. B3 6 APD MIN FRONTAGE - 100' I M1N LOT AREA • 40000 S.F. MAX BUILDING HEIGHT - 35' SETBACKS: FRONT • 30'. SIDE - IO'. REAR - 30' MAXIMUM BUILDING COVERAGE - 35x-... _, P A .T•�• ` , MAXIMUM LOT COVERAGE -70x WHEN ARTIFICIAL RECHARGE WHITES 1 cArcHBASIN # OF EXCESS RUNOFF IS PROVIDED. R10°S,TEDls*�E ®R!M•98.52 �o FLOOD ZONE X. PANEL 25001CO583J DATED 7/16/14 �_w,0.SITE DISTN"CE - BM. CATCH BASIN 99.1 - ------ -- AREA CALCULATIONS: aP R 99.6 +99.6 +09.+ 499.7 \ +99.5 h. -UP--„ /� - \lar\` \ TOTAL LOT AREA - 27.8103 S.F, - 0.641 ACRES n)Na�PROPOrD Ar1r;ANT�ZATE'DWITH_. -.... __,o9. 1+AROVNO SIGN PCAN7ED WITH +IOD---� �I?y. ___ -UP PROPOSED-CATCH"-LL� EM1 TOTAL BUILDING AREA 5.0003 S.F. - 18.0% OF SITE NArl VE SHRUBS AND /OR BASIN RIM -100.5 TOTAL PARKING AND DRIVE - 13.3823 S.F. - 48. Ix OF S1 TE _ oRrvAUEN7AL cRAesgs, `� o° TOTAL IMPERVIOUS AREA - /8.382' S.F. - 66. Ix OF SITE 00' +09.5 --� -� � - - TWO POSTED _ - - - -- -- 101.6 WHITE SIGN1 PROPOSED CATCH '�' PARKING" CAL CULA T I ONS: W 1301 4 91 17H RED AND 20 BUFFER 02/ 5 BASIN RIM -100.0 ,,�\\ ` BLACK LF77R INC ' INDUSTRIAL USE. 2000 SF / 200 SF PER PERSON - l0 PEOPLE Z; -• - PROPOSED LAWN - \�� - \ \N STORAGE USE. 3000 SF / 300 SF PER PERSON - 10 PEOPLE PROPOSED J' CA IPF; x 24' 10' TOTAL OCCUPANCY LOAD - 20 PEOPLE TREES 20or, PFR w SITE PtAn' PFW=W rFAv � � o �l O I O zl t o 1 SPACE/2 OCCUPANTS FOR BUI SI NESS/INDUSTRIAL- l0 SPACES REQUIRED TOTAL SPACES PROVIDED - 10 SPACES x po 2-1000 GAL PITS 2` '!- - �a0�. N7J• STONE AAROUNDAA• r01 d+ \ m - �\ PROPOSED-♦• 02.2 LIGHT (TYP) 1 GATE - GENERAL NOTES: _ 102 2+ I. PROPERTY LINE INFORMATION WAS COMPILED FROM h.AVAILABLE PLANS AND DEEDS OF RECORD AND DOES CO o NOT REPRESENT AN ACTUAL ON THE GROUND SURVEY. \ c I A 2. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS PROPOSED BUILDING SET. SEE SITE PLAN. 8 ' 41 THREE BAYS j J. NO DETERMINATION HAS BEEN MADE AS TO _ - 'm FE -103-0 COMPL 1 AIJCE .1 7 0 H DEED RESTRICTIONS OR ZONING AL1P -R I CO - HOLDING v'N ti I REGUi_AT/ONS. IT SHALL REMAl J4 THE CLIENTS e PEs -; 5 - a P,- :- - r - '- ' ' . - TAN. •. - - RESPONSIBILITY TO OBTAIN ALL PERMITS, SPECIAL PER SITE FLA _. r,, P•v MAINTENANCE OF THE SEPTIC SYSTEM SHALL FIRST 2' TO INVERT IN SEPTIC TANK: PERMITS, VARIANCES ETC. FOR THIS PROJECT." CONFORM TO MASS. D. E.P. TITLE 5 AND LOCAL � F E +107.1 RO.4DpryvsP°� P EXISTING � N r IN -G- BUILDING T A i 1 PROPOSED SUMP � 4. IT SHALL. REMAIN THE CLIENT'SRESPONSIBILITY VENT 12. STONE LINED STANDING H-20 WHEEL LOADS. TO HAVE THE PROPOSED BUILDING FOUNDATION m w \ 3/4' - 1112' DIA, INVERT OUT DIST. BOX: H DESIGNED TO ACCOUNT FOR THE EXISTING GRADE �� =` P B o x 1 6 ' a N Exls-rnlC AND SOIL CONDITIONS AT THE LOCATION OF THE ---too--- EXISTING CONTOUR 100.4 1 1 FLOOR DRAINS lrVP) - 5EP71C' kn SYSTFM PROPOSED BUILDING. H-20 CATCH AND SUMP SEE FLOOR PLANSISO _ 5: ALL STORMWATER RUNOFF FROM IMPERVIOUS AREAS ++02 2 m o 2 FOR EXACT LOCATIONS h DETA IL PROPOSED CATCH - m 'O 98'0 BOTTOM OF LEACH CHAMBER: 98.0 TO BE CONTAINED ON SITE. o 27. 810± S.F. \' a PROPOSED PAVED O An 50'aT r 6. ALL CONSTRUCTION METHODS AND MATERIALS AND AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER 102,0 PRorosEO MAINTENANCE OF THE SEPTIC SYSTEM SHALL FIRST 2' TO INVERT IN SEPTIC TANK: LIGHT (TYP) >y CONFORM TO MASS. D. E.P. TITLE 5 AND LOCAL � F E +107.1 RO.4DpryvsP°� MIN 2' 01 PEASTON£ INVERT OUT SEPTIC TANK: ' BOARD OF HEALTH REGULATIONS. � N r IN -G- yA T A i 1 T. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER 27. 810± S.F. \' o o - PROPOSED PAVED O I '1p RE 0 102.9 2-B• DIAM r 6' DEEP PITS 102,5 � - BASIN D AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER 102,0 � PARKING AREA FIRST 2' TO INVERT IN SEPTIC TANK: W/!' STONE AROUND 1 FACTORY. INDUSTRIAL AND STORAGE' USF THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH- 8E LEVEL 4' D/AM CAST IRON MIN 2' 01 PEASTON£ INVERT OUT SEPTIC TANK: ' - 3 BAYS AT 5 PEOPLE/BAY x 15 GPD - 225 GPD . N/4' STONE AROUND IN -G- - 100.27 m PROPOSED SUMP � A HAAS VENT 12. STONE LINED STANDING H-20 WHEEL LOADS. --- I BASIN 0 w \ 3/4' - 1112' DIA, INVERT OUT DIST. BOX: 100.1 TOTAL FLOW - 300 GPD �� =` P B o x 1 6 102.0 a -� SEE PLAN IJ I ---too--- EXISTING CONTOUR 100.4 1 1 8. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR W/12' DIA LEACH H-20 CATCH AND SUMP DOUBLE W; SHED STONE INVERT IN LEACH CHAMBER: 100.0 LEACHING BASIN DETAIL APPROVED EQUAL. PROrOtED J' CALIPER DETA IL PROPOSED CATCH - 100..2 1 !00 0 'O 98'0 BOTTOM OF LEACH CHAMBER: 98.0 SEPTIC TANK REQUIRED: 2 COMPARTMENT TREE AI'20' OC IN BUFFER C BASIN RlM.167.0 N/A ' 9. SEPTIC TANK AND D -80X SHALL BE REINFORCED - ALTERhA- _=PUCE AND BIRCH 300 G.P.D. X 100x - 300 GAL. 2rd COMP 1500 GAL H -?0 H-20 ( 10"x 20' N/A PROPOSED J" CALIPER 2 COMPARTMENT PRECAST CONCRETE AND WATERTIGHT. 94.0 �� SEPTIC TANK 6' CRUSHED STONE OR t lrrPl SCALE TREE AT zD' ac IN BUFFET COMPACTED BASE _ IsOo GALLON xe « 1 / ALTERNAFE SPRUCE AND BIRCH PROFILE : NOT TO SCALE SOIL TEXTURAL CLASS - I EFFLUENT LOADING RATE - 0.74 GPD/SF - 2 COMPARTMENT 300 GPD / 0.74 GPD/SF - 405 S,F. FEGUIRED r PROVIDED: 2-500 GAL LEACHING ('!rAMPFRS 10. D -BOX 15 TO BE WATER TESTED TO CHECK FOR LEVEL. SEPTIC TANK Whl' S1'0Nf APOUNI), A•,Wi ', r T \ ,T`NI F 114^ S l TE 471 S.F. x 0.74 - 348 G,11.D. 32- DIAM HEAVY DUTY 373 - PATH. MAP ! l O . PARCEL 8 CAST IRON GASKETED COVERS SOUTH TOTAL NITROGEN LOADING ALLOWED BASED ON LO 1/. BEFORE CONSTRUCTION CALL 'DIG -SAFE'. SIZE - 27.810 S,F.110.000 X lIO - 305 GPO 0 I NITROGEN LOADING PROPOSED - 300 GPD, OK ICCESS COVERS MUST 9' MINIM,]". INVERT ELEVATIONS: 27. 810± S.F. \' DESIGN CRITERIA: BE TO FINISH GRADE D BOX) 3/4'-1112- DOUBLE CE-NTERV l LLE. MA 02632 BASIN D 3' MAXIMUM COVER INVERT AT BUILDING: 102,0 DESIGN FLOW: - - - _ - FIRST 2' TO INVERT IN SEPTIC TANK: 100.65 _ FACTORY. INDUSTRIAL AND STORAGE' USF - - I 8E LEVEL 4' D/AM CAST IRON MIN 2' 01 PEASTON£ INVERT OUT SEPTIC TANK: ' 100.4 3 BAYS AT 5 PEOPLE/BAY x 15 GPD - 225 GPD . N/4' STONE AROUND IN -G- INVERT IN DIST. BOX: 100.27 1000 SF OFFICE x 75 GPD/1000 SF - 75 GPD CATCH BASIN - � A HAAS VENT 12. STONE LINED ` --- I \ DRAINAGE$WALE w \ 3/4' - 1112' DIA, INVERT OUT DIST. BOX: 100.1 TOTAL FLOW - 300 GPD �� =` P B o x 1 6 102.0 a -� SEE PLAN IJ I ---too--- EXISTING CONTOUR 100.4 1 1 6 ' DIAM ---� T2' W/12' DIA LEACH H-20 CATCH AND SUMP DOUBLE W; SHED STONE INVERT IN LEACH CHAMBER: 100.0 LEACHING BASIN DETAIL !00.65 /000 o DETA IL $eAFFt Soo o 100..2 1 !00 0 'O 98'0 BOTTOM OF LEACH CHAMBER: 98.0 SEPTIC TANK REQUIRED: 2 COMPARTMENT TYPE I-/ BITUMINOUS CONCRETE 3 OUTLET 2-500 GAL LEACHING CHAMBERS ADJUSTED GROUND WATER: N/A 300 G.P.D. X 200x - 600 GAL. Is1 COMP D -BOX W/4' STONE AROUND. 12. 8'N x 25'1 x 2'd 8.5' DENSE GRADED CRUSHED STONE 300 G.P.D. X 100x - 300 GAL. 2rd COMP 1500 GAL H -?0 H-20 OBSERVED GROUND WATER: N/A SEPTIC TANK PROVIDED: 1500 GAL. 2 COMP 2 COMPARTMENT BOTTOM OF TEST HOLE r1: 94.0 SEPTIC TANK 6' CRUSHED STONE OR NO SCALE MGL AND FIRE COMPACTED BASE SOIL ABSORPTION SYSTEM REQUIRED: DESIGN PERC RATE ( 5 MIN/INCH PROFILE : NOT TO SCALE SOIL TEXTURAL CLASS - I EFFLUENT LOADING RATE - 0.74 GPD/SF 300 GPD / 0.74 GPD/SF - 405 S,F. FEGUIRED PROVIDED: 2-500 GAL LEACHING ('!rAMPFRS •k-^""^ A, ht`A>1 PF 1. Whl' S1'0Nf APOUNI), A•,Wi ', r T \ ,T`NI F 114^ S l TE 471 S.F. x 0.74 - 348 G,11.D. 32- DIAM HEAVY DUTY 373 WH I TES PATH. MAP ! l O . PARCEL 8 CAST IRON GASKETED COVERS SOUTH TOTAL NITROGEN LOADING ALLOWED BASED ON LO TO FINISH GRADE. SIZE - 27.810 S,F.110.000 X lIO - 305 GPO / HOLDING - TA NIS, NO TES: NITROGEN LOADING PROPOSED - 300 GPD, OK PREPARED FOR: VENT f0 BE ROUTED 1. HOLDING TX -Vi, SHALL BE H-20 PRECAST CONCRETE SOIL TEST P I T DA TA9 B. OUR I l l �7\ THRU BUILDING IN ACCORDANCE WITH NDN -HAZARDOUS 1500 GA' LON WASTE WATER TANK INDICATES INDICA TES STATE AND Local FROM ACME PRECAST CO. AUDIO AND VISUAL ALARMS WITH _V PERCOLATION OesERVFD PLUMBING CODES FLOAT SWITCH SET AT *+: INTERIOR TANK AT 75x CAPACITY TEST GROUNDWATER ALL PlPIND TO BE AND W2: BETWEEN THE T110 TANKS AS CLOSE TO THE BOTTOM TP Wl TP «2 CAST IRON _-�'�ALL AS POSSIBLE. D' HORIZON TEXTURE COLOR HORIZON TEXTURE__C_OLGR _ - • INLET. VENT AND 99.0 FILL,,' FILL $� • ELECTRICAL HOLES To BE PROVIDED 2, A PUMPING CONTRACT Wl,:-; A LICENSED SEPTIC ", ' _ " 3 � Isr uduTY MI TH FACTORY INSTALLED BOOTS. 32 CONTRACTOR IS REQUIRE!) FOR T14/5 HOLD/NG TANK b q INSTALLATION, 7 • EAK DETECTION DEVISE MEDIUM C / IOYR MI 7OYR � I - 3. OPERATION AND MA I NTEN.� NCE OF TH f S SYSTEM SAND 7/S SAND 7111 $AND - �'exw44�•9IM REOUlRES THAT THE TANK BE PUMPED WHEN THE HIGH tia WATER ALARM SOUNDS (7";x CAPACITY). CONTROL PANEL 6' CRUSHED STONE TO BE LOCATED INSIDE Or BUILDING. so-L OR COMPACTED BASE H-20 PRECAST NON -HAZARDOUS 1500 GALLON 4. ENGINEER TO INSPECT AA9 CERTIFY THE INSTALLATION WASTE WATER TANK BY ACME PRECAST CO. OF THE HOLDING TANX TS THE BOARD OF HEALTH INNER TANK 15 A 1500 GALLON MONOLITHIC TANK AND MASS DEP. 120 94.0 170' NO WATER a4.n OUTER TANK IS A 2500 GALLON H-20 TANK, DATE: JULY 30. 2015 TANKS TO BE FACTORY WATERPROOFED TEST BY: STEPHEN HAAS WITNESSED BY: AMY VONkONE PERC RATE: ( 2 M/N/INCH INDUSTRIAL WASTEWATER HOLDING TANK 1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT. n, 0 /' LOT r 5 � I o1.e FOR LOCATION OF UNDERGROUND UTILITIES. L ++o2.s } WORK MUST CONFORM TO ALL 7 N B & REGULAT ONS YAR OUTH WATER DEPT DATE „yam ,Y/ 7 • _ \ + IOJ. r BUFFER i\- �PROPO5ED J' CALIPER - --� - -- A) 1067 6 TREE AT 20' OC IN BUFFER - +ICJ.4-23 �30'W TA ------ AL iFP,NATE SPRUCE AND BIRCH ----- RAIL R0A� ,- 015 _ 30 .... 60 , . ..._ ,....„. JOHN L DEMAREST,A o No. 36859_, 8- MIN. H2O CAST CLAY BRICK LEVELING COURSE IRON FRAME AND COVER MORTARED IN PLACE WITH I• VENT 4' MIN, PEASTONE TO FINISH GRADE 8' H2O CAST /PON1. 4 MIL POLY ' FRAME AND GRATE OR FR.•:•IE AND COVER � CLAY PPICx r b_!r, COURSE FPOM BASIN - °O JdORTARED /N PLACE 0 �l-DIA VENT MORTAR ALL 1 0 12' HDPE PIPE FROM CLfA_NOUT 12' HDPE PIPE JOINTS 0� LEACHING 1 00 CATCH BASIN (FOR SUMP) TE£ TO LEACHING P/r 11 27. 810± S.F. \' j D BOX) 3/4'-1112- DOUBLE CE-NTERV l LLE. MA 02632 BASIN D CONCRETE BOUND FOUND PROPOSED GRAVEL - - - _ - 2.500 GALLON SCALE 1 .� STORAGE AREA - - I LEACHING CHAMBERS AUGUST 19. 2015 (PER DESIGN REVIEW COMMENTS) O HYDRANT . N/4' STONE AROUND e rn Z -G- I H-20 SOLID r CATCH BASIN - � A HAAS VENT 12. STONE LINED ` --- I \ DRAINAGE$WALE w \ CATCH BASIN -T- +40.4 J/ SF MIN �� =` P B o x 1 6 a -� SEE PLAN IJ I „yam ,Y/ 7 • _ \ + IOJ. r BUFFER i\- �PROPO5ED J' CALIPER - --� - -- A) 1067 6 TREE AT 20' OC IN BUFFER - +ICJ.4-23 �30'W TA ------ AL iFP,NATE SPRUCE AND BIRCH ----- RAIL R0A� ,- 015 _ 30 .... 60 , . ..._ ,....„. JOHN L DEMAREST,A o No. 36859_, 8- MIN. H2O CAST CLAY BRICK LEVELING COURSE IRON FRAME AND COVER MORTARED IN PLACE WITH I• VENT 4' MIN, PEASTONE TO FINISH GRADE 8' H2O CAST /PON1. 4 MIL POLY ' FRAME AND GRATE OR FR.•:•IE AND COVER � CLAY PPICx r b_!r, COURSE FPOM BASIN - °O JdORTARED /N PLACE 0 �l-DIA VENT MORTAR ALL 1 0 12' HDPE PIPE FROM CLfA_NOUT 12' HDPE PIPE JOINTS 0� LEACHING 1 00 CATCH BASIN (FOR SUMP) TE£ TO LEACHING P/r f ) 15,,-s 1 -),k 3-0 F - ,�'O q- 4I06 ee LEGEND 3/4'-1112- DOUBLE CE-NTERV l LLE. MA 02632 BASIN D CONCRETE BOUND FOUND m l SCALE 1 - 20 MAY 28. 2015 WASHED STONE ALL WATER L1 NE (H-201 AUGUST 19. 2015 (PER DESIGN REVIEW COMMENTS) O HYDRANT REVISED: e rn Z -G- GAS GATE GAS LINE H-20 SOLID AROUND CATCH BASIN - STEPHEN A HAAS go UTiL tryPOLE W/ GUY WIRE OHW - OVER HEAD WIRESl CATCH BASIN -T- +40.4 UNDERGROUND TELEPHONE LINE EXISTING �� =` P B o x 1 6 SPOT ELEVATION H-20 CONC SLAB SEE PLAN IJ I ---too--- EXISTING CONTOUR /��!`��/l//1�/ ° /�\ I 6 ' DIAM ---� - - ,4o.4 W/12' DIA LEACH HOLE SEE PLAN-/ CATCH AND SUMP BASIN RUNOFF DIRECTION LEACHING BASIN DETAIL DETA IL NO SCALE NO SCALE TYPE I-/ BITUMINOUS CONCRETE 1 112' BINDER COURSE. 1 112' TOP COURSE -, • '.�, s ', 8.5' DENSE GRADED CRUSHED STONE -' OR 12' GRAVEL BASE PA VEMENT DE TA I L NO SCALE MGL AND FIRE TOWN OF YARMOUTH REVIEWED FOR CODE COMPLIANCE. ERRORS OR OMMISSIONS DO NOT RELIEVE THE APPLICANT FROM THE RESPONSIBILITY OF "AS BUILT" COMPLIANCE. DATE:licf Q Q •k-^""^ A, ht`A>1 PF 1. INSPECTOR T \ ,T`NI F 114^ S l TE PLAN 0 F LAND cr/F r^fr }` 373 WH I TES PATH. MAP ! l O . PARCEL 8 - SOUTH YARMOUTH. MA. PREPARED FOR: ROBE -RT B. OUR I l l f ) 15,,-s 1 -),k 3-0 F - ,�'O q- 4I06 ee LEGEND P O BOX 1 15. CE-NTERV l LLE. MA 02632 0 CONCRETE BOUND FOUND ® WATER GATE SCALE 1 - 20 MAY 28. 2015 -W- O WATER L1 NE REVISED: AUGUST 19. 2015 (PER DESIGN REVIEW COMMENTS) O HYDRANT REVISED: SEPTEMBER 9. 2015 (PER SITE REVIEW COMMENTS) -G- GAS GATE GAS LINE REVISED: SEPTEMBER !B. 2015 (WATER LINE. Cl PIPE NOTE) ® CATCH BASIN - STEPHEN A HAAS >----o- UTiL tryPOLE W/ GUY WIRE OHW - OVER HEAD WIRESl ENG I N E E F2 I N C, I NC -T- +40.4 UNDERGROUND TELEPHONE LINE EXISTING �� =` P B o x 1 6 SPOT ELEVATION // South Dann i s MM A 02660 ---too--- EXISTING CONTOUR /��!`��/l//1�/ ° /�\ I SO8� 362-8 1 32 - - ,4o.4 ':PROPOSED SPOT ELEVATION V - RUNOFF DIRECTION JOB NO: I5-002 f ) 15,,-s 1 -),k 3-0 F - ,�'O q- 4I06 ee