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HomeMy WebLinkAbout0164 ROUTE 149 - Health �F 164 Rcaute 149 78-74 Marstons Mills i Town of Barnstable Board of Health P.O. Box 534,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,RS. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. November 20, 2003 Mr. Craig H. Condinho 35 Hi River Road Marston Mills, MA 02648 RE: Mill Pond Crossing/ 164 Route 149 Marston Mills A=78-74 Dear Mr. Condinho, You are granted permission to construct a soil absorption system designed to be connected to a new two story building consisting of offices and five two—bedroom apartments proposed at 164 Route 149 Marstons Mills. Septic system plans shall be designed and stamped by a professional engineer or registered sanitarian and shall be submitted to the Public Health Division Office for review prior to the issuance of a disposal works construction permit. Sinc elyAyos i a Miller, M.D. Chai an BOARD OF HEALTH TOWN OF BARNSTABLE Q:MillPondCrossing I �� �� � � � � C �� 1 � � . APPLICATION FOR SITE PLAN REVIEW L OCKFION Subdivision Plan Business Name: �11 Assessor's Map #_`_2T Pzrcel# ANR Plan Property Address: J� ��' /�� Site Plan C`vyNER OF PROPERTY APPLICANT Name: Name: Co hd Address: i Address: S D I ., 2� s Telephone: SAD ? �P61L� Telephone Fax _ �i�5 - 20 �o�S� Fax r '�ZD—IoSS� ARCHrFECT/DEVELOPER/CONTRACTOR/ENGINEER AGENT/ATTORNEY n Name: Name: E yCL1��in4 P� Address: l Address: l <-D - io fiY1�Yl2 Telephone: 8 _ lnlg/ Telephone 4222,-7 25--0 W 0 Fax Fax STORAGE TANKS HAZ MAT/FUEL OR W S - I CT CLASS ON 'c Ov rlay(s)_ Existing 0 Proposed ® Lot ea Ft. Ae. Number Number 6 7 - gag istrict Size Size Setb ks.(ft. Above Ground Above Groun I In Ino.V Side Rear, Underground Underground Contents Contents um uildings Existing I Proposed 1 Demolition E UTILITIES TOTAL FLOOR AREA BY USE Sewer - ❑Public NPrivate Size gal Existing(sq.ft.) Proposed (sq.R) Water - IPublic ❑Private Basement Electric- ❑ Aerial ®Undergroun R C ._Residential �e a Gas - ]Natural ❑Propane E. O V E RDstaurant Grease Trap - ❑ S. Iet�ail Sewage Daily F w * gpd S 0 3 2003 g ce O Mgdical Office 0 PARKING SPACES URB CUTS TOWN OF BARNSTARQommercial (specify) O UILDING DIV c 0 Required Existing �"�—p holesale (specify) D Provided � Proposed 2— _ Institutional (specify) 0 On-Site To Close O Industrial (specify) G Off-Site Totals All Other Uses On Site 0 Handicapped_ Gross Floor Area qb vv *GP or WP areas restrict wastewater discharge to 330 gallons per acre per day into on-site system. 03 3�a SitePlan:SPRP03-02/20/2002 9"0 r Old King's Highway Regional Historic District File# Approved? ❑ Yes ❑No Hyannis Main Street Waterfront Historic District File# Approved? ❑ Yes ❑No Listed in National and/or State Register of Historic Places? ❑ Yes ❑No Previous Site Plan Review File# Approved? ❑ Yes ❑No Previous Zoning Board of Appeals File# Approved? ❑ Yes ❑No Is the site located in a Flood Area(Section 3-5.1) ❑ Yes ®No In Area of Critical Environmental Concern? ❑ Yes R]No Is the Project within 100' of Wetland Resource Area? ❑ Yes ❑No Site sketch-infonmal presentation ❑ Yes ❑No Site Plan prepared, wet stamped and signed by a Registered PE and/or PLS. ❑ Yes ❑No parking and Traffic Circulation Plan ❑ Yes ❑No Landscape Plan and Lighting Plan ❑ Yes ❑No Drainage Plan with calculations and Utility Plan ❑ Yes ❑No Building Plans,(all floor plans, elevations and cross sections) ❑ Yes ❑No Not that -oved by Code Enforcement Officer at the Building Department Lot area in sq. ft. --sq. ft Total Building(s)footprint -57 5; sq. ft. Maximum Lot Coverage as%of Lot '�• �/ -GRO UND WATER PROTECTION OVERLAY DISTRICT REQUIREMENTS: DISTRICT: Lot Coverage o) ReQairedate Pr oposed 7i y %a , Site Clearing (%) Required_ Proposed PRINCIPAL BUILDING ACCESSORY BUILDINGS) ❑ Yes L,No Number of floors Z Height:- -ft. Number of floors_ Height:." : ft. FLOOR AREA: FLOOR AREA: Basement-V sq. ft. Second #&0 sq. ft. Basement_ sq. ft. Second Sq. ft. First ��sq• ft. Attic sq. ft. First sq. ft.Attic sq. ft Other (Specify) sq. ft. Please provide a brief narrative description of your proposed project r T ' e h trI how 1L� /s Se ,R ra- 0 c 4K I assert that I have completed(or caused to be completed)this page and the Site Plan Review Application an t,to the ' e information submitted here is true. "04CQ,i,� Date --a—Printed ame of Applicant Q:S1teP1an:SPRPG4 02/20/2002 64.5PA PING i EL.= } ' TOP OF FOUNDATION i i r� 10' MIN. 10' MIN. CL COVER & FRAME H2O (3 RQD) 4"SCHEDULE 40 P.VC MIN. PITCH 1/8 PER FT (H-RO) 21 A YER OF VENT EL 54 CI COVER & FRAME 1/8"-1/2" EL.=54 WASHED STONE • , , , • • / / • , • • • / / / • ' PAVING EL.=54 SLAB 4" SCH 40 PVC PIPE , ELEV.=54 ((OR EQUAL MINIMUM ! 7�1TCH 1/4 PER FT. 5-3" CLEAN SAND fZOW L/NE MA54, EL. = 52.75 INVERT M11O" 22" EL.= 53.5 1 N 5-6" GAS INVERT �6 SVMf' L_EI ELF 0 000 0 0 o O L7 O O O o 0 0 0 (� INVERT BAFFLES EL•= 5_2_75 DVVERT 0 3000 GAL 1500 GAL — 52 5 EL = A ART 0 0 0 0 00 0o p O O O � O O o 0 0 0 EL.=5_3.25 EL.—_—_-- (HBO 1_ 52.25 INVERT 0 , o EL.--_---- �� (TO BE PLACED ON FIRM BASE) DISTRIBUTION . EL,=5�75— 0 4 SOIL %BSORP TION4 1 MECHANICALLY COMPACTED OR 6"OF STONE BOX (DE—9) 4 500 _GALLONS SYSTEM (S�l S� H2O TO BE WATER TESTED /4 TO 1-1/2" PLACE ON 6" STONE WASHED STONE , 2-COMPARTMENT 99.3 X 16.5 X 2 EFF DEPTH h SEPTIC TANK (H2O) TRENCH FORMA TION ao (17LONG X 7'WIDE X 79 HIGH) 15T COMP 2600 GAL 2ND COMP. f300 GAL. BOTTOM OF TEST HOLE ELEV.=—41.5' NO OBSERVED WATER TABLE PROFILE OF I G.I.S. ELEVATIONS AT ROUTE 149 & ROUTE 26 (HERRING RUN) EL= 18�---_-- I SEWAGE DISPOSAL SYSTEM NOT TO SCALE TEST HOLE #1 ELEV.=_52.5 PERCOLA TION RA TE AW/N./INCH 1 9103 DEPTH HORIZ TEXTURE COLOR MO TT. OTHER DATE OF SOIL TEST 3/ 0'=6" A SANDY LOAM 10YR 5-1 6"-30" a LOAMY SAND IOYR 5-8 WITNESSED BY: SAM WHI TE 30"-132 c MEDIUM SAND IIOYR 6-4 PERc SOIL TEST DONE BY BRUCE G. MURPHY, R.S. GENERAL NOTES P,# 10, 406 TEST HOLE ,3�K2 ELEV.=_52.5 1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. DEPTH HORIZ TEXTURE FOOLOR MOTT 2THER 77TLE 5 AND THE TOWN OF RULES AND REGULA TIDNS FOR ;THE SUBSURFACE DISPOSAL OF SEWAGE. O=6" A SANDY LOAM IOYR 5-1 DESIGN CALCULA TIONS. 2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO s=3a" E LOAMY SAND IOYR 5-8 WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" i RETAIL OFFICE 4,8005.F. 4.800 S.F. 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF 30�132 c MEDIUNSAMO 10YR 6-4 ( _75/GAL./1o00/DAY x 4800 s.F) 3so GAL/DAY Ek WITHSTAND/NG H-20 LOAD/NG ( Rio GAL./BR/DAY x —1Q_ BR ) 1,100 GAL/DAY 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL TOTAL TITLE 5 FLOW 1,460 GAL/DAY BE MOR TERED IN PLACE. 5) NO DETERM/NA TION HAS BEEN MADE AS TO COMPLIANCE WITH INSTALL ELEVEN(11) 500 GALLON H-20 REQUIRED SEPTIC TANK CAPACITY DEEDED OR ZONING REGULA TONS. OWNER/APPL/CANT IS TO LEACHING CHAMBERS WITH 1500 C/O X 2 = 3000 GAL 1sr comp USE 4500 GAL OBTAIN SUCH DETERMINA TION FROM APPROPRIA TE AUTHORITY. FOUR FEET STONE SIDES & ENDS & 1500 G/D X 1 = 1500 GAL 2ND COMP 6) UTILITIES SHOWN ARE APPROXIMA TE ONL Y, EXCA VA TION CONTRACTOR FOUR FEET IN BETWEEN CHAMBERS 16.5'WIDE X 99.3'LONG SOIL CLASS/FICATION . 1 IS TO CALL "DIG— SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS DESIGN PERCOLA TION RATE < 2 M/N/fN. PRIOR TO COMMENCING WORK ON SITE. EFFLUENT LOADING RA IF . •74 GAL/DAY/S.F. 7) CONTRACTOR /S TO VERIFY GRADES AND ELEVATIONS AS WELL AS LEACHING CAPACITY (AREA X RATE-) 1,554 —GAL/DAY SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE RESERVE LEACHING CAPACITY . 1,554 GAL/DA Y 8) PARCEL IS IN FLOOD ZONE —_—"C' - 9) LOT IS SHOWN ON ASSESSORS MAP 78 AS LOT 74 (99.3f 99.3f 16.5f 16.5 x 2 x .74)f(99.3 x 16.5 x.74)= 342 + 7,212 = 1,554 10) ALL BUILDING MOUNTED FLOOD LIGHTS SHALL CONTAIN LIGH77NG ON PROPERTY j SHEET 2 OF 2 JOB 5321OC f> ------------- AIARSYOMS AILS / • ____ ------- BUILDING USEBENCHasAR 1ST FL.:5 OFFICE UNITS(24'X 402 = 960 SF. 2ND FL.:5 APT. UNITS(24'X 40) = 96O S.F. ON TOP HYD TA 9112. PARKING— cb &L=50.0 LSSUblEDJ ROUTE 149 REQUIRED.- 1.5X5 D.U.-1-1=9 SPACES OCU COTUIT— NEST BARNSTABLE RD. i 3o SPACES L 3 HANG/CAPPED PRONDED 3 (1907 L 0.- 40'WME) 40 __ --------- 28 — --_ ------------�____________________— - ROUTE -- / --------S I D E W A,L K 11 ------- PLAN ERENCES 562 / / -------- ----_------------ LOCUS MAP --•- 50 L! 105781108 i 48- 6 P'6 49 PLAN STATE RNAZ � R95 99 71 41 3 5' 0 BO 38' 50 ¢9 L C I STAB 1��Y DUCTONTI mmm OF 1938 50 50 _ ER �� --__6' SO'- - ZONING: 'tB A" 50 SL --- - - - 25' 11 AMWSSORS MAPC 78 PARCEL 74 - ` FLOOD ZONE. T' 52---- 52- - MAX LOT COVERACE BY BUILDINGS 20X LOT C0VARAOE= 7.4Z 10 12 M/N. LOT REOIlIREMENTS SEIBApCS• . \ ,r 6 �-,— I AREA FRONT0 FRONT 57D£S REAR \ e 5 6 TM� C _ _------ 6 - 10,000 SF. 20 700 !O 30r 20 3 4 _ - ---- --- ---- ---- T' s4 19 I ROPIu1m HEI DING HEIGHT 2 STORIES OR 30' --- --- --- - 1 - •7HE NW/NUM 70TAL SYO£YARDS WMAOC SHALL BE THIRTY(30)FEET,PROWDED THAT 1 CV - '--_----- NO ALLOCATION OF SUM TOTAL RMA75 1N A SE78 W OF LESS THAN 7EN !0)FEET, 64 ---- I m FXC.�PT ABUnhVG A RESIOENTA2 DISTRICT WOW A WNINUN OF IWENTY(20J(FF2'T ti64` \ ( / R E S E R V E bfi------ - - ® X--20 CAST IRON FRAME AND COVER N 3 ,•�! 1 G AS/LOT 73 TO GRADE 20'JWMaM DIAMETER � � 56 - ' 6 - A- 9B40/107 O �— s ! O 0 , I w�� q O /LOT 74 i I 1 \` �\ \\ a 1067811o8 15 a/l co RTE 1�49 IL TR I cs 10 16 1=35.382 SF 20 19 _ C SITE PLANT 25 OF LAND r rr rrr I C, PREPARED ffVR- b 62, 1 d� WA �0 0' # CRAIG CONDINHO ti ----�� FYAY / r r r r r r r SLAB. 1 / \ �80.3' / 'Fi rrr rrrrrrlrr 4.5154 LOCATED A I ' sg r \ 4 \ t �1\v'- ( rrrrrrrrrrrl r EL=5 T. — -- ------�� j '�P'slIISTING HOUS /��i 58 y��yv` 164 MAIN STREET MARSTONS MILLS, MA \\J 4-\ 64.6 I d -Y' 1 c ��� �/ JUNE 16, 2003 � GUAR2 1 � _�-�' i'�/ ♦ 61 — \ RAW ��•`� 1 �' 1 1 58 T0. - - 1 A / 1 PROPOSED BUILDING 0 6 5-2 BEDROOM UNITS 1 1 1 I RETAINWc W & T.O.F•= 64.5 I 1 FOUNDATION D cN 1 BY OTHiM S I Ig OAV IWOR WALKOUT I ( # 1 1200' __ - I'— __---- - _ - __--- PAM PATIO PATIO '1 __ N PATIO PATIO Q 27 ® 66 ���` ��� 29 C B. 83 32 31 - —26 - - IFAIXWAY 64 - ------------------- - Qj ® E= 68 GRAPHIC SCALE 5389027 W m b (wtm) ASALOT 64 1 CD?27FY 7M r MIS SURVEY ANO PLAN WERE NADE DEW 137,9A020 IN ACCORDANCE Ii97H THE PROCEDURAL AND 7EOWCAL NIP MWL4 AEMDAIL&ADI6S" STANDARDS FOR THE PRACnQF OF LAND SURVEYING!N M34 AWN SF THE L wmaV -4L7N GF NAS4ACHUSrM YANICEE SURVEY CONSULTANTS PAUL A MLF17HLlY.PL S DALE 1 UNIT 1, 40B INDUSTRY ROAD O. BOX 265 ALWSTO AULLS MASS. 02646 TEL 428-0055 FAX 428-5553 J 532100 \ EL. = 64.5 TOP OF FOUNDATION r� 10' MIN. 10' M/N. C./. COVER & FRAME H2O (3 RQ D) 4" SCHEDULE 40 P.VC MIN. PITCH 1/8 PER FT. 2"LA YER OF VENT EL. 54 c.! COVER & FRAME WASHED STONE EL.=54 EL.=54 SLAB 4" SCH 40 PVC PIPE ELEV.=54.5. (OR EQUAL MINIMUM ' ' PFJrH 1/4 PER FT 5'_3" CLEAN SAND 36 X-10"M/N. Llo" W LINE MAX4RUN EL. = 52. 75 ` INVERT 22" _ 0 ° EL.= 53.5 5'-6" INVERT LEVELS ° o° o o O O O C3 O p O ° ° 0 0 INVERT BAFFLES EL.=5_2_75 INVERT GAS 6 SUMP INVERT ° ° 0°o o° O O O O O O O 0 0 0 ° EL.=5_3.25 3000 CA 150o GAL EL.=_�!2,5 /HZD)_ ° ° EL. -- — ` / EL.= VERr ° 0 0 0 ° — 75 - INVERT 00 , , ---- (TO BE PLACED ON FIRM BASE) DISTRIBUTION EL.=51. 75_ ° 4 SOIL A BSORP TION 4 MECHANICALL Y COMPACTED OR 6" OF STONE BOX (DB—9) 4,5QQ_GALLONS SYSTEM (SA S� H2O TO BE WATER TESTED 4 70 1-1/2" 2—COMPARTMENT PLACE ON 6~ STONE SHED S7TJNE , , 99.3 X 16.5 X 2 EFF. DEPTH cV SEPTIC TANK (H2O) ~— TRENCH FORMA TION °o (17Z ONG X 7'MVE X 7 9 HIGH) 1ST COMPP, 2600 GAL. 2ND COMP. 1300 GAL, BOTTOM OF TEST HOLE ELEV.=_ 41.5' NO OBSERVED WATER TABLE PROFILE OF SEWAGE DISPOSAL SYSTEM rEsr HOLE #1 ELEV.=_52.5 NOT TO SCALE DATE OF SOIL TEST 3�19/03 PERCOLA RON RATE __<2 M/N.//NCH DEPTH HORIZ TEXTURE COLOR MOTT. OTHER WITNESSED BY: SA WH/TE O"-6" A SANDY LOAM JOYR 5-I 6"-30" B LOAMY SAND lOYR 5-8 SOIL TEST DONE BY BRUCE G. MURPHY,, R.S. 30"-132" C MEDIUM SAND IOYR 6-4 PERC P# 10,406 GENERAL NOTES 1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P DESIGN CALCULATIONS.' TITLE 5 AND THE TOWN OF __8ARNSTABLE___ RULES AND TEST HOLE #2 ELEV.=_52.5 REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. _ 2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO DEPTH HORIZ TEXTURE COLOR MOT%: 9THER RETAIL/OFFICE 4,800S.F 4,800 S.F. WITHIN 6" OF FIN/SHED GRADE, OTHERS WITHIN 12" ( -ZS--GAL./1000/0AY x _!Lf-O SF) J60 GAL/DAY J) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF (_1fO-GAL./BR/DAY x _��-- BR) 1,100 GAL/DAY WITHSTANDING H-20 LOADING o"-6" A SANDY LOAM lOYR 5-1 TOTAL TITLE 5 FLOW 1,460 GAL/DAY 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL 6"-30" B LOAMY SAND IOYR 5-8 BE MORTERED IN PLACE. REQUIRED SEPAC TANK CAPACITY USE 4500 GAL 30"-192 C MEDIUM SAND IOYR 6-4 ISoo C/b x 1 = JoiOo GAL SST COVP 5) NO DETERMINAT/ON HAS BEEN MADE AS TO COMPLIANCE WITH 1500 GIV x I - 1500 GAL ?ND CAMP DEEDED OR ZONING REGULATIONS OWNER/APPL/CANT /S TO OBTAIN SUCH DETERM/NA TION FROM APPROPR/A TE AUTHOR/TY. SOIL CLASSIFICA RON . . . . 1 6) UT/L/T/ES SHOWN ARE APPROX/MA TE ONL Y, EXCA VA TION CONTRACTOR DESIGN PERCOLA TION RA T£ . . . . . < 74 MIN./IN. IS TO CALL DIG— SAFE" AT 1-800—J22-4844 AT LEAST 72 HOURS EFFLUENT LOADING RATE . . . GAL IDAY/S.F. PR/OR TO COMMENCING WORK ON S/TE. INSTALL ELEVEN(II) 500 GALLON H-20 LEACHING CAPACITY (AREA X RATE) 1,554 GAL/DAY 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS LEACHING CHAMBERS W/TH RESERVE LEACHING CAPACITY . . . 1.554 GAL/DAY SITE CONDITIONS PR/OR TO COMMENCING WORK ON SITE. FOUR FEET STONE SIDES & ENDS & (99.3t99.3f16.5f16.5 x 2 x .74)+(99.3 x 16.5 x74)= 8) PARCEL IS IN FLOOD ZONE____C=___. FOUR FEET IN BETWEEN CHAMBERS 342 f 1,212 = 1,554 9) L OT IS SHOWN ON ASSESSORS MAP 78 AS LOT 74 16.5'WIDE X 99.J'L ONG 10) ALL BUILDING MOUNTED FLOOD LIGHTS SHALL CONTAIN LIGHTING ON PROPERTY SHEET 2 OF 2 JOB 5321OG I il'�L'..t1' , i —'-- ' aN -- 1 _ So 2atknC�.i+l�l � Q . . :. AWS,.4,llfP AWM, TF- I-:[IT -. - I : wI 2q4(-kV M,Jlu 5i4•>6-TR:n\ ."wNri-E CEngR 2 Y4os5 i I I 3 I -- 3 P4o55 v. a9e'c)v I - _ I ....__ .. �\fit _ t,,tt-r� ..... _ I___s_ _—�_:� I i I � I �!� _ _. 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CrI -_. -zffw3✓- - All Rights - 1 Reservedou - ti l �• LEFTGVnTtol\i.:----..' oop e _ _- :I 'Preliminary plans and layouts Oy I7CD a e fo [he use of [heir customers drily Anyro[her use is stn([ly Prohronea �. � V I 1-7 Tn — — j �?4a>ew"rxituutLEI soxEsx .. - .. ._Lb7n:t•['ASsliiy:r-I::OW._ ..:.._ �. SNOF - .. Z"_��s7.fl:.Fl6\eEt 7EP.�v["_ (( aY T DOR 1 w.�T?4 SIBr`.SNLKrl L".- aN:MSJ,55f5C:.B.P17CH - - -- S_�C�'N11.SSc��i73L __ _ _ •�j' _ 1 � ON .r. 'S!`_I Ha:5 'I+F--:�iiDlNrj.ON.�`s �'U:EGp3AL ._ _ .. SCALE _ DATE �s)p�:r+.r s WM.....: ► - .URrt 9.P4w i'QSI:N/e$4.fF�t�!�_ s f .h3:57RntrY1A T- -f - L�' /L j( S�yFT iI i - - 608.428.6191 Mt -- �EbRo.CSIK... P3S _ tirtFZ zb �S�y: t ` .-! 1cd INS _'-_, I _ __-- ` . ' l 02002 i. ' i .'��- n�xti.- I �a��rc:�vv.sNee�zci--r.� �rf�fZ _�Vl\�RI—Si�a�—t`'T.��-1:0��...__ � • :. - � : ' '-' � •� .. � cove rL.,�ruq....:_. -. - - � ' Ali Rights Reserved Em— .i I _ ; - .. 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'Rei.Ned . . .. tC_ _- - _-_ - . • 12 :J — V{ - - - el Dr.the:use or their Customers tinly.An'y.o[hei.use is st rfc[ly-Prdhl Dire ^r+. -- prehml'n'ary,plans and:layoiris oy:O.CD ar 4 TOP OF fiVUNDATION r 10' MIN. 10' MIN. C.L COVER & FRAME H2O (3 RQ D) 4- aCHEDULE 40 P. VC. MIN. HITCH 1/8 PER FT. 2"LA Y£R OF VENT EL. 54 ClCOVER2&)FRAME 1/8"-1/2" WASHED STONE EL.=54 EL.=54 SLAB Z 4" SCH 40 PVC PIPE LEV.=54.5- (OR EQUAL MINIMUM • • ' • ' PnrH 1/4 PER FT. 5'-3" ! CLEAN SAND Ri 36" X-10'M/N. FLOW LINE MAX 54RUN EL. = 52. 75 XAN INVERT 1�0 o .5'-6^ G S INVERT 1,46 SUMP LEIEL� o °° o ° o p p p p p ppo 0 0 INVERT BAFFLES EL• 5275 INVER INVERT 00 0 0 00 C3 p CD CD p p CD 0 0 0 0 EL.=5_3.25 s000 GAL lsoo cAL EL.=_5� (H20) EL•= 52.25 IN °o°° ° , ° — 49. 75 -- -- EL. -- — (TO BE PLACED aw FIRM BASE) DISTRIBUTION EL•=51. 75_ ° ° 4 SOIL A BSORP TION 4 MECHANICALLY COMPACTED OR 6" OF STONE 10X (DB-9) _GALLONS TO BE WATER TESTED 4" TO 1-1/2" SYSTEM (SAS) H2O 2-COMPARTMENT PLACE ON s" STONE SHED S719NE 99 3' X 16.5X 2' EFF. DEPTH N SEPTIC TANK (H20) ~- TRENCH FORMA TiON °o (171 ONG X 7'MDE X 7'9 HIGH) 1ST COMP. 2600 GAL. 2N0 COMP. 1300 GAL. BOTTOM OF TEST HOLE ELEV.__ 41.5' NO OBSERVED WA TER TABLE PROFILE OF ; SEWAGE DISPOSAL SYSTEM TEST HOLE #1 ELEV=_525 NOT TO SCALE DATE OF SOIL TEST J11910J PERGOLA T/ON RATE _52 MIN./INCH DEPTH HORIZ TEXTURE COLOR MOTT. OTHER WITNESSED BY: SAM WHITE O=B" A SANDY LOAM IOYR 5-1 6"-30" B LOAMY SAND IOYR 5-8 SOIL TEST DONE BY BRUCE G. MURPHY, R.S. 30"-132" C MEDIUM SAND IOYR 6-4 PERC Pht 10,406 GENERAL NO TES 1) ALL WORKMANSHIP AND MA TER/ALS SHALL CONFORM TO D.E.P DESIGN CAL CULATIONS.• TITLE 5 AND THE TOWN OF __8ARNSTgBLE___ RULES AND TEST I HOLE ,#2 ELEV.=_52.5 REGULA TONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO DEPTH HOR/Z I TEXTURE COLOR MOTT. 9THER RETAIL/OFFICE 4,800S.F. 4,800 S.F. W/TH/N 6" OF FIN/SHED GRADE, OTHERS W/TH/N 12" (_75--GAL./I000/DAY x -+.Lf-OL SF) 360 GAL/DAY 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF (-1 -GAL./BR/DAY x --!0-- BR ) 1,100 GAL/DAY WITHSTAND/NG H-20 LOADING O"-6" 10 A SANDY LOAM IOYR 5-1 TOTAL 777LE 5 FLOW 1,460 GAL/DAY 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL 6"-30" B LoANY SAND IOYR 5-8 BE MORTERED /N PLACE. R£OUIRED SEPTIC TANK CAPACITY USE 4500 GAL 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE W/TH 30"-132 C MEDIUM SAND IOYR B-4 15000 c/V x i= 500 GAL 2ND CawP DEEDED OR ZONING REGULA TIONS. OWNER/APPL/CANT /S TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. SOIL CLASSIFICATION . . . . . . . 1 MIN./IN. 6) UT/L/T/ES SHOWN ARE APPROX/MA TE ONL Y, EXCA VA T/ON CONTRACTOR DESIGN PERCOLATION RA TE . . . . . /S TO CALL 'DIG- SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS i EFFLUENT LOADING RATE . . . •74 GAL/DAY/S.F. PR/OR TO COMMENCING WORK ON SITE. INSTALL ELEVEN(11) 500 GALLON H-20 LEACHING CAPACITY (AREA X RATE) 1,554 GAL/DAY 7) CON TRA C TOR IS TO VERIFY GRADES AND ELE VA TIONS A S WELL A S L EA CH•5NG CHAMBERS W/TH RESER VE LEACHING CAPA C/TY. . • 1,554 GAL/DA Y SITE CONDITIONS PR/OR TO COMMENCING WORK ON SITE. FOUR EET STONE SIDES & ENDS & (99,3+99.3t16.5+16.5 x 2 x .74)+(99.3 x 16.5 x74)= 8) PARCEL /S IN FL OOD ZONE_ C=___. 9) LOT IS SHOWN ON ASSESSORS MAP 78 AS LOT 74_. FOUR FEET /N BETWEEN CHAMBERS 342 + 1,212 = 1,554 10) ALL BUILDING MOUNTED FLOOD LIGHTS SHALL CONTAIN LIGHTING ON PROPERTY _ 16.5'WIDE X 99.3'LONG SHEET 2 OF 2 JOB 5321OG i I�