Loading...
HomeMy WebLinkAbout0010 HOLLIDGE HILL LANE - Health O'' Hollidge Hill Lane A = 102— 199 Marstons Mills r f Health Master Detail Page 1 of 1 Logged In As: TOWN\stantond Health Master Detail Thursday, September 5 2013 Application Center Parcel Lookup Selection Items Reports i Parcel Septic Perc Well Fuel Tank Parcel: 102-199 Location: 10 HOLLIDGE HILL LANE, MARSTONS MILLS Owner: CAPE COD 5 CENTS SAVINGS BANK IBusiness name: Business phone: i - Rental property: Deed restricted: Number of bedrooms Contaminant released: r Fuel storage tank permit: Save Parcel Changes Keturn to Lookup Parcel Info Parcel ID: 102-199 Developer lot:PARCEL A Location: 10 HOLLIDGE HILL LANE Primary frontage:498 Secondary road:ROUTE 149 Secondary frontage:359 Village: MARSTONS MILLS Fire district:C-O-MM Town sewer exists at this address:No Road index:0725 Interactive map: + GP (Groundwater Protection Overlay Town zone of contribution: District) State zone of contribution:IN Owner Info Owner: CAPE COD 5 CENTS SAVINGS BANK Co-Owner: Streetl:PO BOX 10 - WEST ROAD Street2: City:ORLEANS State:MA Zip: 02653 Country: Deed date:3/12/2012 Deed reference:26150/123 Land Info Acres: 2.30 Use: Vac Land MDL-00 Zoning:RF Neighborhood: 0105 Topography: Road: Utilities: Location: Construction InfolBuilding NoYear BuiltIGross ArealLiving Area BedroomsBathrooms Buildings value:$0.00 Extra features: $0.00 Land value: $137,200.00 http://issgl2/intranet/healthMaster/flealthMasterDetail.aspx?ID=102199 9/5/2013 TOWN OF BARNSTABLE LOCATION 0 SEWAGE# ;to I — , -74 VILLAGE M afS c ASSESSOR'S MAP&PARCEL a INSTALLER'S NAME&PHONE NO. �A/7/ ( g-Sc� c71 3 SEPTIC TANK CAPACITY /-S 00 ! S LEACHING FACILITY: (type) �� ' �� (size) Jr'O„S -)►.'1`L o$3 { NO.OF BEDROOMS OWNER c;7 .. PERMIT DATE: �I 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 'a. site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility Of any we ds exist within ' ' 300 feet of le ac ' ci ity Feet FURNISHED BY P - pr 3 P 90 ® 9'® 0 No._a ` Fee e J��V v THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: y PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes appliLation for Disposal 6pstem Construction Permit Application for a Permit t struct( ) Repair( ) Upgra e( ) Abandon( ) KCompleteSystem ElIndividual Components Location Address or Lot o. ® C l e Owner's Name,Address,and Tel.No. r �� /�jj Assessor's Map/Parcel I✓l M` 26 B ✓ Installer's �AddV JL G oo - �3�g r Designer's Name,Address,and Tel.No. s S 64 `� W N ' 3 �ow� C 00 Type of Building:r r /9 Du jg f� ce.%:� Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grin er(P® Other Type of Buildings W4S �y%p1kj of Persons, Showers( ) Cafeteria( ) Other Fixtures // Design Flow(min.require ) Q gpd Design flow provided (D gpd Plan Date 4rda L<C�01Number of sheets ! Revision Date /¢ Title Size of Septic Tank Type of S.A.S. o® Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: 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 Environmenta ode and not to ace the system in operation until a Certificate of Compliance has been issued by this B o e;t4 �Siorn A Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. 0 Date Issued Fee J a�V v - THE COMMONWEALTH``OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN'OF BARNSTABLE, MASSACHUSETTS Yes } , tlYiC�•tion for Vepos'al bpstrm Construction Permit �> Applicatio'ii for a Permit t ifistruct( ) Repair( ) Upgrade i( ) Abandon( ) Complete System El Individual Components Location Address or Lot No. @ �o ��e �!V Owner's Name,Address,and Tel.No. �� r"Q �' r Assessor's Map/Parcel i.r�,( 10' of �4 16 / Instal er's Narne,Address and sicel'No. - Spg y,7 �' Designer's Name,Address,and Tel.No.' �'®�' �� �� 5:���� U pub. n 0!�i `Type of Building: Ft �� �+ (A V YT G�'S Dwelling No.of Bedrooms r�! (� Lot Size c=�2 • sq.ft. Garbage Grin er(I�o Other Type of BuildingyPS (� I•-iA w&of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flowr(min.require ) �,y bQ gpd Design flow,provided lD O gpd ,Plan a,`�Date 'Number of sheets ( r Revision Date N ' Title - Size of Septic Tank ,/��8 Type of S.A.S. ,5®� Description of Soil ` Nature of Repairs or Alterations(Answer when applicable)' Date last inspected: 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 Environmenta Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of"fHealth� 02 Sig Date /. Application,Approved by Date ! / Application Disapproved by Date for the following reasons Permit No. 0 1 ? — 3 J Date Issued / , - - - - - f ----- ---- - =- ----------------- - - - - - - - T11 JEK COMMONWEALTH OF MASSACHUSETTS 1 r -- _ BARNSTABLE,MASSACHUSETTS 1' I` - Certtftrate of Compliance THIS IS TO C hat ero On-site SewageDisp al system Constructed('X) Repaired( ) Upgraded( ) r Abandoned( )by AS v o 'fat o has been constructed in accordance � d y with thesravisi ns o Title and th or Disp sal System Construction Permit No.� �� /� dated 1 ` - g r0 tl Installer if tU ✓v G U(t � C- Desi ner o w A- A t,�r P Py #bedrooms C Approved design flow In/11 0 gpd The issuance of thr' permmithall not/e c stse so�uar httthat the syste on as design If 6 ee �� �� Datece i ----- -----+v( ----���------------------------------------------------ - No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS MispoSal &pstettt Construction permit Permission is hereby granted to Construct(�C)r Repair( ) Upgrade( ) Abandon( ) System located at ( E'- �r ' N f1 r5 ws Y"n� 1(5 E ^ and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must a completed within three years of the date of this permit. f n� Date ( 7 / Approved by ll 12- - �D 7.,o 75'1J1 of Ban-11 sta.LJ l e Thomas F. GeiFer,Director n ss. Pu l e Health DivisionThomas McKean,Director 1-00 Main Street,Hyaunns,MA 02601 Cam," Office: 508-862-4644 Fax: 508-740-6304 nsts111Iley &Desrgmer cCerti-fieation Form Date: 11 , Z 1 l Sewage 1Permft# ,y J3 —J�6 Assessor's Map1]?arcell Desnnere 0 uJ✓1 ItLQe )Cms aIllelre Address: gc39 /"[Gta ti Address- Mau l�la rr�M On C, bV_ as issued a permit to install a A((dte) (installer) septic system at � dress) I � based on a design drawn by �D ��1 . l / (a d dated ee v l lLSI- (desi er) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State & Local Regulations. plan revision or certified as-Built by d igaer to _follow. • o���ajW®��SSgcyG DANIELA. N o OJALA n - e) CIVIL N q No:46502 °X" a/STSIL �C2, �. sS/ONAL E v (Designer's Signature) (Affix Designer's Stamp Here) PLEASE ET"tJI3I�T T Cy �A T TA1�I,1� 1--TILIC HEALTH DIVISION- OER' -IFICATE O� CoDrIp.LIANCE E NOT BE IWGzJ � -u-NTff, P,0TH THIS FORD. AND AS-BUILT CARD ARE RECErVEII By T E E BARt4STAB LE pUB LIC HEALTH DrVISION. THkNK YOU. I� J7 �`ri c Town of Barnstable P# / Department of Regulatory Services4Y 10 �/ / A ,wtuvet,u�s Public Health Division Date // .639.A�� 200 Main Street,Hyannis MA 02601 I�� ( rtAKt :. y • . Date Scheduled Time Fee Pd. Soil Suitability Assessment for *wage Disposal Performed By: D 1 f i mot`"4 M &"J� 1 Witnessed By: LOCATION& GENERAL INFORMATION Location Ad ress - Owner's Name Address AA--,r..-,:z C 4C Assessor's Map/Parcel: c Engineer's Name � ,�.90 NEW CONSTRUCTION �,C REPAIR � ' 1 a ephone# Land Use es� Slopes(%) 7✓ o Surface Stones Distances from: Open Water Body 20� ft Possible Wet Area ! ���� ft Drinking Water Well �!J y ft Drainage Way �d ft Property Line l Z) ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) hk !uo 1 1 Parent material(geologic) ��Cla� '7 ff Depth to Sedrdck �1 L t/ l Depth to Groundwater. Standing Water in Hole: �I `. . Weeping from Pit Face A/Zet Estimated Seasonal High Groundwater I DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: C -fe,Con CoAJA44W Depth Observed standing in obs.hole: - t--�a in. Depth to soil mottles: In. De th to weeping from side of obs.hole: �A— �n, Groundwater Adjustment ft. Index Well#�D Readin Date: Index Well levcl A .factor Z• 8 A .Groundwater Level t� � Adj. .�-m- di .�.,�. ,� . ---- - 253 N _ -. . a„re sly_ PERCOLATION TEST Date 'Irtme [b 4�^ V Observation Hole# � � Time at 4" Depth of Perc ` -Zq Time at 6" - a,b0. t✓ 1 06 Time 9"-6" Start Pre-soak Time @ ( ) ..._..,,..�„_. y, End Pre-soak -.3 3 -Zo 6 < Rate Min./Inch r^ 2 w '1 Site Suitability Assessment: Site Passed _ Site Failed: Additional Testing Needed(Y/N) 'i Original: Public Health Division Observation Hole Data To Be Completed on Back----------- " ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# l Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consistency,% ravel 3� 51 3q - G cd. 2.5Y / Ai DEEP OBSERVATION HOLE LOG Hole# 'Y Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv.%Gravel) D k joy3 lJ A- /v>�sS�Me r W q �l A4S 7 � r DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon _ Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) Dtl-4-" 4" �l d Sl r DEEP OBSERVATION HOLE LOG Hole#LA Depth from Soil Horizon Soil Texture Soil Color Poll Other Surface(in.) (USDA) (Munsell) . Mottling (Structure,Stones,Boulders. Consi t n UPI_ 3t� tEZ ' N W►� Gb 2�",_ 26, c 2� Z Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes ___ Within 500.year.boundary No >< Yes ~ Within 100 year flood boundary No X 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? ._ t If not,what is the depth of naturally occurring pervious material? _„_ Certification I certify that on D (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 rat 'n ,expertise and ex erience described in 310 CMR 15.017. Date Signature � • Q:\S.EPTICIPERCFORM.DOC j ��.� �rST` � rnC � /zll i • G� r.yl Town of Barnstable P# 02 . Department of Regulatory Services y Jej h Public Health Division Date ers erw ridN� +' , tee$ 200 Main Street;Hyannis MA 02601 41 �4 `to iN W /tJ �`^` Date 42 p �. Time Fee Pd. m' •enFoil Suitability Assess t for Sewage Disposal 1�f �crformed By: Witnessed By* p cw i 0 ;Vk? LOCATION& GENERAL INFORMATION �I2-7 10' Location Address•.qb go th� V '1 p L��, Owre's Name �1 J�ylJlr �{ j P I Adddress Assessor's Map/P4rcch 1 �r �q f Engineer's Name }t' Telephone NEW CON&1'R .jON REPAIR i ��- Land Use �� 71h` /� Slopes(96) J�, Surface Stones �Y S Ci ! Well ft ' Distances from: ()pen Water Body � ft Possible Wee Area ft Drinking Water W Drainage Way D ft Property Line t ft Other it i SKETCH:(street name,dimcnsiods'of 104 exact locations of test holes&pert tests,locate wetlands in proxitnity to holes) C hA-rj N-ran /d 8. i ! i i i r i � j a-P C�L� /- I Parent material(geglogic) `D�l Depth to Bedrock I Weeping from Pit Face /A= Depth to Groundw4dr: Standing Water in Hole:' P Estimated Seasonal4jigh Groundwater �C DtT- ERMIly TION FOR SEASONAL IIIGII WATER T'AY3LE Method Used: C'+ C• �o as s.�.-, N v°✓G !n. Depth to soU mottles: Depth C,bperved standing!m obs.hole: / —_1D. a- ! irt. Groundwater AdJuetment Depth toiweeping from side of obs.hole rJ p ,drpundwnter I.eYC '�i Index Well#�� Reading Date " Index Well level A ,fActor,�,'_o 25 3 PERCOLATION TEST . Date--.���-f�� T4Ue'ii Observation 1/' I Time at 9" _LLI - -u�--- Hole# _L_-- ' Time at 6" Depth of Pere — -- 6 /e' 101 8' Time(9"-60) Start Pre-soak Time.0 i - End Pre-soak 2- Rate MinJlnch Additional Testing Needed(YIN) Site Suitability Ass0sment: Site Passed Site Failed: — e Com leted on Back -- Original:.Public Health Division Observation Hole Data To B P *** cola ibn testis to be conducted within 100' of wetland,you Must fu'st notify the If per ( week prior to beginning r ,�eg,-vat�on Division at least one 1) F' DEEP OBSERVATION HOLE LOG Hole# Soil Other Depth from Soil Norizon Soil Texture Soil Color Mottling (Structure,Stones,Boulders. .Surface(in.) (USDA) (Mansell) onsisten %Gravel Oil �! '' l° � =1qA DEEP OBSERVATION HOLE LOG Hole# �- !, Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consis cy.%,Gravel) DEEP OBSERVATION HOLE LOG Hole# 3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munselq Mottling (Structure,Stones,Boulders. Consistency. Oravel pe► Al .�.�._� ► •.�to � l�.�e� uncQ '`�•�1 ��� t � DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. r 7C Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes '' ff Within 500 year boundary No Y Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring perviou material exist.in all areas observed throughout the area proposed for the soil absorption system? I � eL s If not,what is the depth of naturally occurring pervious material? Certification i I certify that on 6 9� (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 tram g,,expertise and experience described in 310 CMR 15.017 Signature Date p:\SEpTIC&ERCFORM.DOC Permit Number: 'Date: Completed b p Y: HIGH GROUND-WATER LEVEL COMPUTATION Site Location: Lot No. Owner: Address:' - Contractor: Address: Notes STEP 1 Measure depth tip water table to nearest 1/10 ft. ...........................................1, .: Date mo th/ Y/Year STEP 2 Using Water-Level Range Zone and Index Well Map locate site and determine: OA.ppropriate index welt................ rb/w . , .......... a Water-1,evel range zone ......................2_). 1 1 . ................................ STEP 3 Using monthly report "Current Water Resources Conditions" determine current depth to water level for index well ........................... m nt year u /1 STEP . 4 Using Table of Water-level Adjustments for index well (STEP 2A), current depth to water level for index well (STEP 3), �. and water-level zone (STEP 2H) ? G determine water-level adjustment .......................... ............ STEP 5 Estimate depth to high water by subtracting the water- + level adjustment (STEP 4) from measured depth to Water levelat site (STEP 1) ................................................:............................................................. )(It3O � 7go , 7 714 IIvA A l _ z7 r3 z T - x ------ _ t 1 pAA 1 VP d D -. ; ..: _ .: .:_... .gym•-^-•-.�_--T'•'E.fs�'� � � _ �� ' -GSIY"�l"`CptB'2E� y.� �7j1Uh1!] __ i"t wP� ✓V M ,` _ -sr � ♦ten,.--f- 1 .' t --t-�, �_. rs I„ I ^J`J� � S�1 � 1 •. TI� 11 7 l / — yY" JIr—. y , ' G:I..C.SH,. DES. .__,__— �.. c ..._�,_ ,; -.,.:: ..,k ••._.. ...:..� y�..- �,:�, - L., -- 'y k�-�^�,'-'-���--` ' ' .Z.t:"'11661..._�-:.�.G+��s.W.._ ,.. --r..:_^-f"a'.v �...:.. ,.. ....' ;�. .�n y h x TY^ .(m✓ '..- T.:'1•' - szsLcrs-•;r w .; -- - �e # k �.:,. .. ,.: �, _ ��.g ���,; - 'r 4;—rt—., l--�'�"`-°�,-�,�--t-"-.----- �. ' .— ,� �`'"S-`T:,,-lT- rt... 1'V-.:, :;' 'se+v. ,. _'A- •�,,^� - ��--T:- - - _ 'ems.'. _ � � ' f- ' Y v i. w I C— .. ._•.:_., .,. } _F _. Y. - •,,, be !' 1 r ! _ '.f 'a Y.., t 5 „-- .. -. .. ... (...'> ._ .:.1P' ..."t n;:. t m 9a � -r�` -T°f' f .�-1 -r--mzg•-"�-(T�'D=.._—_ I ,..; ,: 'ruzaszl I�I 41 �..tia I I I _ . r i . I I I :1 i 1 o O� g---- - _ jr L a rsT u1 _L L L `��T I I j of ijl I ; o.I;I 4.:0^... ---="-s--' �.._a—:_- �;8_..__ .-:_ram.[✓_-- v-d=---L �r¢�--�_-__�:a=. �:-- ---j ''f_ *Ufa �:� ii ,. ::_; ._ - _Situ �e-�'�T1�-f'S�-2•Zo•wx0"DPr �' - � L) az l 1 of ' I_ j -. -_._ _-_x4 0_ _ _ ,.75'�YS D- u"�'"FssroNae�' � 1'9' __Tc�_:'t0zvP.:._ ._1•�`G'---9_u.._[a''aftoP--: :'_�.1-:9- VST f/ 1 $ Sk- 7 2��T_��L[1T�CTE7 _i �te1 -- i I , " f �J m I f1 --- --- — .I f 14 ) I pI r :I O _ J I r f I ! _ IN MW �� r d y 3 b� ,, icaze bdC_ I 7f�TT : - r � ":1-; ^:a T-.� ._ ��:. ._�-¢..A __=d 5a23:":. f�i.t�. ._+'a 2 a� .-Ssc._:.".::,: ,5...� ._ -..Es.. ::4`r`_._• c.o 2-=. •, a:,o' \� .{ > � s 1 i l i • i 1- \ I I gg f f i i- " I l i '' :� ,,. -i� -,'; ��. -..� -.:• 2 b r:.. :.--5 c "' 'S.-O:.:_ 2-<e;. 4„co.,. .;-s O '��:�.6' 1, 3`.4 { '9'.a 2.�.�q." 4 �"_ _.._�:�:.__.;—5=rsr--:. -r 4::'0_. -$. — 4I � � I 517 is l x _ �-" �I •� Q0 � I -prteccc__:� i I ��'S1 GtQd�Z.E.�1. nr�. s .i:f;... sl�•�.. 74 O lE' 10._k:I�LLLT �E.1-(ILL.L,t\1.,./. ow [c ggg B 1 i _ I ttIII$$d$�I i t t ;I " 2 mi .�' t S a5': ..-_.vim. �. l..�•-- - _ I I Za I1 I I � _� uo SYSTEM DESIGN: SYST�IVI PROFILE NOTES LEGEND ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR GARBAGE DISPOSER IS NOT ALLOWED PROVIDE WATERTIGHT MIN. 20" DIAMETER (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. O 99- EXISTING CONTOUR ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE 1. DATUM IS ASSUMED 2" PEASTONE OR GEOTEXTILE X 99• EXIST. SPOT ELEV. DESIGN FLOW: 6 BEDROOMS ® 110 GPD = 660 GPD TOP FOUND. EL. 68.0 FILTER FABRIC OVER STONE 2: MUNICIPAL WATER IS AVAILABLE Mystic Loke may. 99 USE A 660 GPD DESIGN FLOW 67.0' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. - �- PROPOSED CONTOUR MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 59.0 - 60.01 198.4] PROPOSED SPOT EL. �,: PRECAST H-10 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS �seiond c SEPTIC TANK: 660 GPD (2) = 1320 GPD : H-2o D'Box BLOCKS OR RISERS (TYP.) TO BE AASHO H-Z.Q TH 1 .. .•4"SCH40 PVC 2'0 4"�SCH40 PVC MORTAR ALL PRECAST RISERS USE A 1500 GAL. SEPTIC TANK ,.: PROP TEE PIPES LEVEL 1ST 2' 4' COMPONENTS H-10 5. PIPE JOINTS TO BE MADE WATERTIGHT. lo�� �ENDS (TYP.) INV L. 56.17' 4 TEST HOLE 6 CO7' LEACHING: *65.0' 10" 14" jeo.po 00 0o E IN ACCORDANCE H SIDES 57.1 2� SLOPE OF GROUND y - p°�°�°� °°°°°°° 310 NSTRUCTIO DETAILS e Pon �o • N I TO B AC WITH ,Soo GAL H-2o ®�®® MOOD ®moo® OOP 63.50 TEE TEE ° ° ° n CMR 15.000 (TITLE 5.) 63.25 SIDES: 2 (50.5 + 12.8) 2 (.74) = 187 GPD SEPTIC TANK ° ; ° ; s•I�IN. SUMP >o�o�o�o� 0®OC�I®�®ao�0 Do��®®�®OOP Locu 4' LIQ. LEVEL ° °°°°°°°°°°°° °° '°°°°°° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO 0 0 o 0 o 0 0 ° 12 MIN. I NT. DIM. > 0 0 0°o O O O O o o O O O O O O O O O 'o o°o°0 0 0 Q) UTILITY POLE GAS BAFFLE :.` o o O o ° ° ° ° ° ° ° ooaQ�oa®(]�0 ��Da0�0®®®0 ° o ° ° .. BOTTOM 50.5 X 12.8 (.74) = 479.5 GPD o o 0 0 0 0 o N ° ° ° ° ° BE USED FOR LOT LINE STAKING OR ANY OTHER ACME OR EQUAL o ° °.° ° ° o °o°°°°°° �������0��� M��MOOD�mO® `°o°o°oco FIRE HYDRANT 56.53' 56.36' °°°°°°p° ' TOTAL: 901.2 S.F. 666.8 GPD, °°°°°°°©° 54.17 PURPOSE. NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING � a of 0 0 0 0 0 0 0 C),0 0 o c 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 0 0 0 0 0 0 0 000 0 0 USE 5 500 GAL LEACHING CHAMBERS ACME OR EQUAL 0 0 0 0 0 0 0 0 0 0 o c H-20 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 0 0 0 0 0 o 0 0 0 0 o 0 3/4"-1-1/2"-DOUBLE WASHED STONE 4' MIN.l ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ (5) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITH (4) STONE ALL AROUND ( ) 6" CRUSHED STONE OR MECHANICAL OVERALL DIM PRECAST STRUCTURES WITHOUT INSPECTION BY BOARD OF HEALTH AND of OVERALL DIMENSIONS TO OUTSIDE OF STONE: 50.5 X 12.83' � COMPACTION. (15.221 [21) i• PERMISSION OBTAINED FROM BOARD OF HEALTH. *THE 'INSTALLER SHALL VERIFY THE 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCATIONS OF ALL UTILITIES AND ALL DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCUS MAP BUILDING SEWER OUTLETS AND ° LOCATION OF ALL UNDERGROUND `& OVERHEAD UTILITIES V IV A ELEVATIONS PRIOR TO INSTALLING ANY 6 PRIOR TO COMMENCEMENT OF WORK. SLOPE) ( 9 � SLOPE 1 NOT TO SCALE PORTION OF SEPTIC SYSTEM ( ) ( 7. SLOPE) ELEV. 46.4' 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE MA ADJUSTED GROUNDWATER REMOVED 5' BENEATH AND AROUND THE PROPOSED APPROVED DATE BOARD OF HEALTH ' FOUNDATION 20' SEPTIC TANK 77' D' BOX 21 ' LEACHING ASSESSORS MAP 102 PARCEL 199 FACILITY LEACHING FACILITY. 12. DRYWELLS PROPOSED FOR ROOF RUN-OFF LOCUS IS WITHIN FEMA FLOOD ZONE C REF: EXISTING CURRENT ORDER OF CONDITIONS: SE3-4789 / REF: "PROPOSED SEPTIC SYSTEM UPGRADE PLAN" VEGETATED /• wETuwD PREPARED PREPARED BYRDARREN MEYER,WAYNE MRSAUL DATE : 10/28/08 SO -..• jp WET 3 •ate �••E�Of ' 2 TEST HOLE - LOGS LOCATION OF PREVIOUSLY APPROVED DWELLING SE3-4789 y ENGINEER: DARREN MEYER, IRS, CSE "�Ne DON DESMARAIS IRS -' WITNESS: DATE: 04/29/08 / PERC. RATE = < 2 MIN/INCH 46 .4 84• CLASS I SOILS P# 12201 ELEV. ELEV. ELEV. ELEV. BVw 6 tevW, I I 0» 53.0' 53.0' » 58.0' _» 59.1' 0 0 p I ~ � A A A VEGETATED A N o WETLAND I I N / SL SL SL LS I Bvw ) / // I1OYR 3/2 1OYR 3/2 » 1OYR 3/2 1OYR 4/2 BVW 4 • I / I I I i f 4" �3 $ 12of 1 o B • asp •o• / o , B B B �o• Bow a •su r / I I / LS i... -__..._..._ LS LS404 LS I TH 2 I _. _�;:_:�, _ D , 8 > . ., :_' ., 1 OYR 5/8 ' 1 OYR 5/8 35 24 0.08 30 55.5 34» 10YR 5/6 6.27' `O,0 z ' 403 / S / ` Yn \ / / I I // / PERC C PERC C C / .,mob.. 33 GARAGE PROPOSED RAIL FENe6'AW70R SHRUBS /� I / ` I I I I / MS MS MS MS A5' REMOVAL OF ROUND PORTION OF UNSUITABLE PERIMETERIL REQUIRED ��r BET. DRIVEWAY AND WALL TH �' / / FACILITY, DOWN TO SUITABLE SOIL LAYER. ��o +n»w.�me.k. / / I \ / REPLACE WITH CLEAN MED. SAND, TO MEET 4 / ) PROP.\\DWELL. "�CDR " / / SPECIFICATIONS OF 310 CMR 15.255(3) PROP. WORK I / / / / / / TOP �iDN. / / 2.5Y 7/4 2.5Y 7/4 2.5Y 7/4 1 OYR 7/4 PROVIDE APPROX. 55. OF % LIMIT LINE OF OP RET.WALL / 6 o 40 MIL LINER AT 5' OFF \ STAKED SILT I T.W. �L. 66/`$-67. / / /� 6 6n G ELEV. 68.0' �cy SAS IN AREA SHOWN. TOP \FENCE h(DESIGN BY 1 00 / %� / �� ,�. \ IOTHE�RS) 9 / / //f j + AT ELEV. 57.2'. BOTTOM p AT ELEV. 53.2'f \ I / / _/ ` /j i O BENCHMARK: \ _ - Imo/AND/ �I/ ' / I I 120" 43.0' 120» 43.0' 144" 46.0' 144" 47.10' r' CTR. CATCH BASIN T T¢-1' // `Q ELEV. = 67.2' 3 f / / I i I I l GW AT 112 (EL. 43.67') NO GROUNDWATER ENCOUNTERED ♦ \ \ \ \ � � / g/ � 0 \ � I F / ///'dos' ° INDEX WELL: SDW 253 Rf ZONE: B \��/ ADJUSTMENT: 2.7' o \ I, � � i�� •� � o� 6/.� I \ \ \ 1 � � i � ADJUSTED HIGH G-W AT EL. 46.4 TITLE 5 SITOE� PLAN , STONEOF DRIVE j / /J - j� 66/ / / 1. \ : ELEC. OBOX 10 HOLLIDGE HILL LANE TEL SER T , MARSTONS MILLS \ PARCEL A ;. \ \ 2.3 ACRES± PREPARED FOR \ MARK D DE \ , 4 e CKO MARCH 5, 2013 \ - - 2013 (MOVE DWELL, RE-GRADE) MAY 9, REV. 9/9/13 (ADDRESS, CONTOURS) > REV. 1 1 /5/13 (TH INFO) Scale: 1"= 30' 0 15 30 45 60 75 FEET - s ss off 508-362-4541 N 's ��N OF MA q ���tN of MASSq fax 508-362-9880 DANIELA. cy� °� DANIEL cyaN downcape.com I CIVIL OJALA o I down code engineering, Inc. L�0.6� R=25.O ( A ° No.40980 civil engineers 1 P°�F S �STE NG��� S� S land surveyors ALE URV 939 Main Street ( R to 6A) '2_280 DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 { I - - --- --- - �