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HomeMy WebLinkAbout0196 OAKMONT ROAD - Health 196 OAKMONT ROAD, CUMMAQUID A=334-056 • ss,x �. .,�_.�. � �<>-�-_ r. ,.:r n: -_' :- ,::.'-, ....,. ,,- c - :_ s, �.- -. v. .mac - - ob - _ .. .-- - � - ., .� - .i ^ i r a, — K a , 0 r No. , 7-,5 Fee/".4*Z THE COMMONWEALTH OF M SACHUSETTS Entered in computer: Yes r PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS Ofpprication for Mi,5pogaf *ps�tem Congtruction Vermit Application for a Permit to Construct( Repair( )Upgrade( )Abandon( ) L;�Complete System ❑Individual Components Location Address oroi ®N--r ®®Q.�. Owner's Name,Address and Tel.No. Assessor's Map/Parcel 3 / /' C v iti►Y`y►.!p qu! S`7 A F FO /Q V Installer's Name,Address,and Tel.No. 2 3 a YMIDesigner's Name,Address and Tel.No. {� y,¢"ee-e Sueve``'�� Cuw$�( �e9N7s 4/® vt 14v$'fr x� L �✓� -®O�- � Type of Building: Dwelling No.of Bedrooms Lot Size 'Yyi 374' sq.ft. Garbage Grinder( MO Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow ® gallons per day. Calculated daily flow 1�Ll O gallons. Plan Date 6—cl" R 7 Number of sheets ;L Revision Date Title S e-I e -t Se c- a J dt 0 Size of Septic Tank Type of S.A.S. CT-e J✓ Description of Soil (P-" 8 9 7-7 S-e- n),j N Nature of Repairs or Alterations(Answer when applicable) Date last inspected: i Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been i d b this Bo dof ealth. Signed Date Id 13 Application Approved b Date +' Ity Application Disapproved for the following reasons Permit No." ¢- 15,117, Date Issued '°� TOWN OF BARNSTABLE LOCATION '��� ��+ lc' m..,: SEWAGE # VILLAGE Cyd-vw-S c u ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. \J act U v SEPTIC TANK CAPACITY / S'r�r^ -5 LEACHING FACILITY: (type) (size) NO.OF BEDROOMS BUILDER OR OWNER STprL,�� PERMPTDATE: 9— l e - �5? COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by t f ---J to % ,_% No. ^ Fee -J THE COMMONWEALTH OF M SACHUSETTS Entered in computer: Yes 1 PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS 01ppricat on for Mizpozal *pgtem Con.5tructiort Permit- Application for a Permit to Construct( Repair( )Upgrade( )Abandon( ) omplete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. Ig� 0AKMONT PdQI�7, Assessor's Map/Parcel . 3 C v n"�,M A nl u+ j 5TA F F0 R Installer's Name,Address,and Tel.No. B 33! 1 / Designer's Name,Address and Tel.No. ' + y,4/uKe-e 5w•ue ec AS-1 7An1N Y3s-u(a� you ZAaWs*r ) r ya8-oo Type of Building: f Dwelling No.of Bedrooms Lot Size iIy.374 sq.ft. Garbage Grinder( Other Type of,Building No.of Persons Showers( ) Cafeteria( ) `•. Other Fixtures . -~ Design Flow gallonsper day. Calculated daily flow '���/0 gallons. Plan Date 9—!El— R`7 Number of sheets , . f Revision Date s Title S i'te_rt 5,j"Ti c. on 1,4 iV' ` Size of Septic Tank 1 00 i' Type of S.A.S. �Cee n n Id Description of Soil t? yt Jj1 - r S,lN .-f � � ..min i� 1 �*M•"`k_ f ature of Repairs or Alterations(Answer when applicable) Nk Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system y in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been is d by this Bopxd of Health. i j Signed ALf� Date + _. � ;Application.Approved bY_. � � >Dafe" `•' '' Application Disapproved for the following reasons 4 r Permit No. Date Issued 97.-� 44, 5 s r THE COMMONWEALTH OF MASSACHUSETTS BARNS!,�ABLE, MASSACHUSETTS --Certificate of Compliance THIS IS TO CERTIFY that the On-site Sewage Disposal System Constructed(,. tepaired( )Upgraded( ) Abandoned( )by ' at 't R O to b has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.0 . / V dated Installer ` Designer e i Ve C`cnr,So C iNits The issuance of this permit shall not be construed as a guarantee that the system will function as de gned. Date64 Inspector � No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS ligpoal *pztem Construction Permit Permission is hereby granted to Construct(4, Repair( )Upgrade( )Abandon( ) System located at 6 aoi4I Clummdyw3> y , - and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this permit. Date: Approved by TOWN OF BARNSTABLE 067 LOCATION 14- 1 g SEWAGE # VILLAGE ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. ���� �e v��C het U g . a SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO.OF BEDROOMS Li BUILDER OR OWNER PERMITDATE: — l ff~ Jk COMPLIANCE DATE: II- 16 Separation Distance Between the: . Maximum Adjusted Groundwater Table tb the'Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 41:L r 19-4. 38'54� 'yown of Barnstable i,# : '2 �2 ON 4 Department of Health,Safety,and Environmental Services Public Health Division Date '7 -!/- 9 367 Main Street,llyannis MA 02601 _ S e�tvrereetB, � .r f MAWFee Pd. 106 . rEp'K+A Date Scheduled � 9 7 Time 1 Soil Suitability Assessment for Sewage Disposal � Y UZ�- I, R Witnessed By' U✓Itrl 1"11 LA-7 iv Performed By: � LOCATION & GENERAL INFORMATION r� On� Q� Location Address ((!� rtilyr` �W Owner's Name ,(rnSIG Address -nn (C�Z�V Engineer's Name &we Mu(O/�/ Assessor's Map/Parcel: 1►l�� 77`t REPAIR Telephone NEW CONSTRUCTION Land Use Slopes Surface Stones ft Possible Wet Area ft Drinking Water Well •_ft Distances from: Open Water Body Drainage Way n ft Other ft Property Line -- SKETCH:(Street name,dimensions of iot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) RECEIVED S c� A tf 5 1���'�'�' SE P � S 1997 NEALTH DEPT. TOVM CF BARNSTABLE Parent material(geologic) C A j,ve&- Depth to Bedrock _ Depth to Groundwater. Standing Water in Flole: 1O [C Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: in. Depth to soil mottles: in. Depth Observed standing in obs.hole: Groundwater Adjustment ft• Depth.to weeping from side of obs.hole: Index Well#_ Reading Date:_ Index ell ® Adj.factor Adj.Groundwater Level PERCOLATION TEST n;ite lft Time I o Observation A p �'p,Y, I tole H J-- Time at 9" 1 - 1 a o Time at 6" — Depth of Perc �l Start Pre-soak Time© �J=1 Time(9"-V) End Pre-soak 137 Rate Min./inch �5 Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back-�j Copy: Applicant 1! Fs7 I)EEP 013SEIZVATION HOLE LOG Hole # Depth from Soil I lorizon Soil Texture Soil Color Soil Other Surface(in.) I Consistency,(USDA) (Munsell) Mottling (Structure.Stones,Boulderes. % d-3' ® oRG-Aw<< 1,6�R '3 r �� 54 ay 3 g A c04^ Ifi v •, - Sam �', IDYYZ G-8 a hk we Saw ro NX0 DEEP OBSERVATION HOLE LOG Hole# oz Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % "3° o OR-&A IL 10Y1e3-'/ ys` 13 `�A /BYE 6—$ c I sots°r �.sy -y /Oa,-ISO � bbdcss�t� �,.WAA sy S. . .. .. .� .�....t _ t-,F DEEP OBSERVATION HOLE LOG Hole#. Depth from SSoil I lorizon Soil Texture Soil Color Soil Other Surface(in.) l ' ' (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.%QrpvCl).— DEEP OBSERVATION HOLE LOG Hole# Depth from Soil I lorizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % Flood Insurance Rate Ma-_ Above 500 year flood boundary No_ Yes Within 500 year boundary No ✓ Yes Within 100 year flood boundary No '/ Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? ty,C S If not,what is the depth of naturally occurring pervious material? Certification I certify that on NOV /q / (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature X -- — Date '�—� 5 LOT 4 71 70 LOT 18 72 ASSESSORS LOT 56 j AREA=44374f, SQ, FVf , \ 74 6 tic. bb \ 0 / CA O 82 84 06 90 T / + G 92 �"�_=PROP HO 2 - - - - - - - - + G i N- - 3 a� 90.00 Cb 96VO AD — ER , $9G� 9Psgi \ d 5E s \ \\ 98 9`36 2 I \ D T ZONE.'10 B11CHMARK' RES. OOFFSETS:/� lA� E L 9.e FRONT 3o' � J y � _ SIDE 15' n i i i - RAIL ROAD A.M.334/10-4 Locus o.Qroo? ROAD IT 70 RTE. 6 MID CAPE HWY. A.M.334156 / A.M.334/10-3 72 / 4 / / AREA=44374 f SQ. FTI 74 LOCUS MAP �\ \. 76 /. / A.Af 349/61 RES. ZONE. 'RF-1" \ 82 OFFSETS: 84 �l l FRONT 30' 84 — l SIDE.' 15' 86 _ REAR 15' 6 _ y t LI 8 \ / 88 — — �I o �1 �145 4, I FLOOD` ZONE. „C, 4, . 84 6 i I ASSESSORS MAP 334 ,� S 88 n� 5� 0-_ =S v Sa ' i i �� LOT 56 90 /. 22. 0 9 PROP-____,-o W 6 �' . _ -14-0_ _ _- -HOUSE_ / TOP OFFND. 1 \� �p y _ PROJECT L.00q'TION LOT 56 OAKMONT ROAD ' \\ 26 0 = 22 0 1� o ' , 0 \N \ '. . 'CATCH/ BARNSTABLE, MA. A.M.334/55 92_ 1 0 0 3 o 0,00 BASIN (CUMMAQ UID) 94 — — E W APPLICANT' , 94- \ b — _ ED STAFFORD _ 94 / 6TNT �3'0 � 6�25 E .I N )FOAD, � ar Via„ R PAUL 0.w 96 YA NKEE SUR.l/E Y CONSUL TAN TS y. \\ 190\\ 9% T �� 81t97� �y° t P. O. BOX 265 I �� 320I UNIT 1 T �, 403 INDUSTRY ROAD 98J GA � , MARSTONS MILLS, MA. 02548 X"' _ A � PH. (508)428-0055 - FA X(508)420-5553 SCALE. , BENCHMARK ' a , z 1 =20 [DA TE� 8/9/97 TOP OF CONCRE D'BOUND �4 -- EL.=100'(AssciME ) G.MR,PW REV.' 11YEV. , 744) _} JOB NO. 51362 SHEE T 1 OF 2 _9_4 TOP OF FOUNDATION 20' MIN. 10' MIN. CONCRETE COVERS 4" SCHEDULE 40 P. V.C. MIN. -PITCH 1/8 PER FT. 2"LAYER OF EL=93 ; 1/8"-1/2" VENT 6" MAX / / , CONCRETE CO VER WASHED STONE EL.=96 4'" CAST IRON PIPE (OR EQ UAL MINIMUM PITCH 1/4 ' PER FT. CLEAN SAND ,,9„ FLO W LINE MIN. INVERT 1 10'" EL=90.5 MIN. 14„ EL.= 92.--- GAS INVERT LEVEL ° ° y 6" SUM 0 0 BAFFLE ° ° °° INVERT EL.= 91.5' INVERT INVERT o °o 0 0° o r/x EL. =_91. 75' EL.=91_7_� T r�D TD T Tr�ETL._�j90_75' 0° o ° EL.=88 (TO BE PLACED ON FIRM BASE) 111�1 1 L1 L� V 1'1 Ol N MECHANICALLY COMPACTED OR 6" OF STONE BOX EL. '9O'_ 1500--GALLONS - TO BE WATER TESTED 12'`X 43' TRENCH FORMATION f THAN ONE , I R T ,.SEPTIC TANK OUTLET PLACE ON 6 ST01VE 0 ='SOIL ABSORPTION 3/4 TO 1-1/2" a PROFILE 0� H ; WAS ED STONE ` S�YSTE1i1 SAS) . SEWAGE DISPOSAL SYSTEM BO TTOM OF TEST HOLE OR USGS PROBABLE WA TER TABLE ELE V. 6 7.5 _ NOT TO SCALE " No OBSER VED WA TER TABLE (7/18/97) ELEV _ 67.5 t OBSER VA TION ; HOLE 1-_ ELEV=_ 92 PERCOLATION RATE '�5 MIN/ INCH A T 42 INCHES OBSER VA TION HOLE 2 ELEV= 80 DEPTH HORIZ TEXTURE COLOR MOTT. F. OTHER DEPTH HORIZ TEXTURE COLOR MO TT OTHER 0-3" 0 ORGANIC, IOYR 3=4 0-3" 0 ORGANIC 10 YR 3-4 3"-8" A SANDY LOAM IOYR 6=1 3"-6„ A SANDY LOAM 10YR 6-1 B LOAMY SAND 1OYR 6-8 — — 6" 48" B LOAMY SAND 10YR 6 8 GENERAL NOTE'S 48"-102" CI FINE SAND 0.5YR 6-4 30 50 Cl 5 ER a „-1 „ FINE SAND 2. YR 6-4 P C TRACE OF'SILT TRACE OF SILT 102"-150"' C2 MEDIUM SAND 2.5YR -5.4 LARGE 1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. ', TRACE OF SILT ROCKS .TITLE 5 AND THE TO ON OF _BARNSTABLE____ RULES AND NOS WATER_ENCO UNTERED NO WATER ENCO UNTERED REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO ! SOIL TEST WITHIN 6" OF FINISHED GRADE, OTHERS_ WITHIN 12" ; 7118197 SOIL TEST DONE BY BRUCE G. MURPHY Rs 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF DATE OF SOIL TEST . , WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR . WITHIN WITNESSED BY: JERRY DUNNING 5 FT. OF DRIVES OR PARKING AREAS. H—20 LOADING SHALL BE D- SIGN CAL C ULA TIONS: USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. • 4 4) ANY MASONARY UNITS USED TO BRING CO VERS TO GRADE SHALL - P.#8977 NUMBER OF' BEDROOMS BE MORTERED IN PLACE. GARBAGE DISPOSAL NO 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH TOTAL `ESTIMATED FLOW DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO TOP, LOAD ( 110_—GAL./BR.IDA Y x 4_-- BR.) 440 GAL/DA Y OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 5 COLTEC 330 RECHARGERS REQUIRED SEPTIC TANK CAPACITY 1500 GAL 6) UTILITIES SHO ON ARE APPROXIMA TE ONL Y, EXCA VA TION CONTRA CTOR 2' EFFECTIVE DEPTH IS TO CALL 'DIG— SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS 4' STONE SIDES AND ENDS SOIL CLASSIFICATION . . 1 DESIGN PERCOLATION RATE . . < 5 MIN. IN.. PRIOR TO COMMENCING WORK ON SITE. 12',X 43' � � / i 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS ' WELL AS EFFLUENT LOADING RATE . 74 GAL/DAY/S.F SITE CONDITIONS PRIOR TO COMMENCING . WORK ON SITE. LEACHING CAPACITY (AREA X RATE) 543 GALIDAY 8) .PARCEL IS IN FLOOD ZONE __"C"_____. ' RESERVE LEACHING. CAPACITY 543 GAL/DAY 9) LOT IS SHOWN ON ASSESSORS MAP _334_ AS PARCEL _56___ (43X12X. 74)f(43f43f12�12X2X. 74) — SHEET 2 OF 2 JOB NUMBER _'_51362 ____-- RAIL . ROAD A.M.334/10-4 / / / / / ' O LOCUs` d,Qf coT 2 r cSJ a> ROAD UA CD -� / a RTE. 6 MID CAPE HWY. A.M.334110—3 72 A.M.334/56 `;AREA=44374f .SQ: FTI 74 ' / LOCUS MAP 76. �. lz / . / / / A.M.349161 \ i 78 �. 0 ,8 � \ 80 _ —� c-6 RES. ZONE: 'RF--1" / � � _ � OFFSETS: 84— FRONT.30' 84 SIDE. 15' REAR 15,. / o � 45. FLOOD ZONE. „C o » 90 - // - -_- g g6 i I , ASSESSORS MAP 334 tee, _- =5 _�- -=-5 v bo 90 %/i LOTf 56 . 22.0 _ 0 92 PROP-- --:;-o y�r ' . `�� r. 6.0 + - /- -1 =0= _ - - -HO USE a, - - _ -TOP OFFND. 1 t / 2 - - - - - -EL.=94.D - / 1 / o 10 _ - PROJECT L OCA TION ti 6 0 ' 22 0 10 N ' \ '�\N \ CA / LOT 56 OAKMONT ROAD A.M.334/55 ,, o V2 .1 0 o.;. �3 p o -• / BARNSTABLE, NIA: . . 92 0,0 0 92./BASIN (CUMMAQ UID) 94 W• . d A PPL ICA N T. 94- o7� 96 — -94 j. ED STAFFORD RENT 0 E+ AD R; A-3 25 I Nr. 519 96 R A. YA NKEE SUR VEY CONSUL TAN TS 9 0 0 8 T P. O. BOX 265 1 t 6 i .1 / . � � .,�,� UNl T 1, 4QB INDUSTRY ROAD 98J GAlK >�'� S, Y��" MARS TONS MILLS MA. 02648 / �� 9{a v c B 10� \ _ ` &% PH. (508)428-0055 - FA X(508)420-5553 1 20 LDA TE 8/9/97 BENCHMARK. BO UND f G EL.1°Oo"l s uME) REV. RE V 1 bG. rah,+. No.749 JOB NO. 51362 SHEET 1 OF .2 � ° T A. E�. = 94' TOP OF FOUNDATION 20' MIN. 10' MIN. CONCRETE COVERS 4" SCHEDULE 40 P. V.C. MIN. PITCH 118 PER FT. 2"LAYER OF EL=93 t 118"-1/z,, VENT 6" MAX -� / / i CONCRETE CO VER WASHED STONE EL.=96 �- 4" CAST IRON PIPE A LIN (OR EQUAL MINIMUM PITCH 114 ' PER FT. CLEAN SAND FLO W LINE INVERT 4 10 EL=90.5 MIN. 14" EL.=-92 --- GAS INVERT j LEVEL o ° 6 SUM o 0 ° °° ° INVERT BAFFLE EL.= 91.5' INVERT IN ° °° 90 75' °° ° °°° EL.= 91. 75' EL.=_---_ EL: ° ° ° ° EL =88 ff (TO BE PLACED ON FIRM BASE) DISTRIBUTION. MECHANICALLY COMPACTED OR.6",OF STONE BOX EL.=90_ --1500 _-GALLONS TO BE'WATER TESTED 12 X 43' TRENCH FORMATION SEP TIC TA�jK IF MORE THAN ONE OUTLET PLACE ON 6" STONE 3 14" TO 1--1 2" SOIL ABSORPTION WASHED STONE PROFILE OF .." SYSTEM (SAS) SEWAGE DISPOSAL SYSTEM BOTTOM OF TEST. HOLE OR VSGS PROBABLE WATER TABLE ELEV. = 675 NOT TO `S C ALE NO OBSER VED WA TER TABLE (7/18/97) ELEV=_ 675 OBSER VA TION . HOLE 1 ELEV. - 92_'_: - PERCOLATION RATE <5_ MIN/ INCH AT _42" INCHES OBSERVATION HOLE,2 . ELEV.__ 80__ DEPTH ' HORIZ TEXTURE COLOR MOTT. OTHER DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 0-3" 0 ORGANIC IOYR -3-4 0-3" 0 ORGANIC IOYR 3-4.. t 3"_8" A SANDY LOAM 10YR 6-1 3"-6" A , SANDY LOAM IOYR 6-1 8"-30" B LOAMY SAND IOYR 6-8 6"-48 B LOAMY SAND IOYR 6-8 GENERAL 1�OTESm `48"-102 CI FINE SAND 2.5YR 6-4 30='-150" Cl FINE SAND 2.5YR 6-4 PERC TRACE OF SILT TRACE; OF SILT 102"-150" C2 MEDIUM SAND 0 5YR 5.4 LARGE 1) ' ALL. WORKMANSHIP AND MATERIALS SHALL CONFORM TO D:E.P. TRACE OF SILT ROCKS TITLE 5 AND THE TO WN OF _BARNSTABLE____ RULES AND NO WATER ENCOUNTERED REGVLA TIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. NO WATER ENCOUNTERED 2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO SOIL TEST WITHIN 6" OF FINISHED GRADE OTHERS WITHIN 12" DATE OF SOIL TEST 7/18/9 SOIL TEST DONE BY ERUCE G. MURPHY, R.S. 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY-ARE UNDER OR WITHIN WITNESSED BY: JERRY DUNNING 5 FT. OF DRIVES OR PARKING AREAS. H—20 LOADING SHALL BE DESIGN� CAL C ULA TIONS.: USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL P.118977 NUMBER OF BEDROOMS 4 BE MORTERED IN PLACE. 1 GARBAGE DISPOSAL . . . NO , _ 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH TOTAL ESTIMATED FLOW DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO TOP LOAD ( U!2__GAL./BR./DAY x 4___ BR.) 440 GAL/DA Y r, 5 COLTEC 330 RECHARGERS REQUIRED SEPTIC TANK CAPACITY 1500 n GAL OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY 6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCA VA TION CONTRACTOR 2' EFFECTIVE DEPTH IS TO CALL "DIG— SAFE" AT 1—800—322—484 4 AT LEAST 72 HOURS 4' STONE SIDES AND ENDS SOIL CLASSIFICATION . . . . . 1 PRIOR TO COMMENCING WORK ON SITE. 12 X 43' DESIGN PERCOLATION RATE . . . . . 5 MIN%IN. 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS EFFLUENT LOADING RATE 74 GAL/DAY/S.F SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. LEACHING CAPACITY (AREA X RATE) 543 GAL%DA'Y 8) PARCEL IS IN FLOOD ZONE "C RESERVE LEACHING CAPACITY . . . 543 GAL/DAY 9) LOT IS SHOWN ON ASSESSORS MAP 334_ AS PARCEL _56___. (43X12X, 74)+(43+43+12+12X2X. 74) SHEET 2 OF 2 JOB NUMBER__ 51362 ______