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HomeMy WebLinkAbout0350 WINDSWEPT WAY - Health Z J ram, (��'/ - oil/ -coo # 10 bd ,11rNTSTABLE tom' 1_C. .�TION 3 S� S�`@ Oil . 'SEWAGE # VTLLAGE D_c�e�v��\Q j— ASSESSOR'S MAP & LOT S� INSTALLER'S NAME&PHONE NO._A Q r4- o 2UN no, SEPTIC TANK CAPACITY 1500 G,0 LEACHING FACILITY: (type) ��U GPI C61-4610 (size) NO. OF BEDROOMS BUILDER OR OWNER Q Si 8v► \ PERMITDATE: �O�Zo ln� COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility )5' ft"@V Q Feet Private Water Supply Well and Leaching Facility (If any wells exist N on site or within 200;Wn leachi iliry) I Feet Edge of Wetland and. g F 1 ' etlands exist ��� within Z�v chin aci . Feet Furnished 1 ,'1 ft'I � l Iva 0 '� 1 a TC �'iti QIJkB # -S3a w SEWAGE ZoD � / /y AS a rK;AtON r , 4 SES$OR;S MAP`&LOT �- VILLAGE n INSTALLER'S NAME&PHONE NO 1- � �,�_ a SEPTIC TANK CAPACITY N�i �X 12.► LEACHING FACILITY (tY Pe) -- No.OF.BEDROOMS r BUILDER OR OWNER pERMI T DATE: O COIviPLIAI`ICE DATE 3 Separation Distance Between the: SF �'w(� Feet Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility F4 1 Well and Leaching Facility (if�Y wells east /J r Feet private Water Supply ihty) on site or within j feet ' leach._ "etlandseust� t' IV'�J' Feet' Edge of Wetland an n8 1anow ;.. u Otc ( 300-feechin aci 4 " within �eva. a rya r- Furnished b 4 > _ 1 No.cxcj s v 30 Fee ' ' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Z(pprication for �Digpog;ar *pgtem Construction Permit Application for a Permit to Construct( V Repair( )Upgrade( )Abandon( ) LtComplete System ❑Individual Components' Location Address or Lot No. 'W/A/,0 wep% "i Owner's Name,Address and Tel.No. Assessor's Map/Parcel / ®/q` B Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. T 141tr' 3 EVE70 398- "W4 16fixlrZ Type of Building: Dwelling No.of Bedrooms Lot Size d sq.ft. Garbage Grinder(AIJ)_ Other Type of Building LUlJQj No.of Persons Showers( Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 3-6 t, gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil 4n joA f L11ti Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the ctio nd in ' to nce of the afore described on-site sewage disposal system in accordance with the provisions of ' e 5 the iron n C de and not to place the system in operation until a Certifi- cate of Compliance has been is d b is Board of Signe Date 3 2j'X Application Approved by Date Application Disapproved for the following reasons Permit No. DX96 S G 3® Date Issued - --------------------------------------- No' 5 5 3d tf. Fee /5 0 ---- . �'THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE. MASSACHUSETTS- Zi pritation for}Migpogar *p.9tem Construction Permit Application for a Permit to Construct( Vl Repair( )Upgrade( )Abandon( ) L7 Complete System ❑Individual Components ' Location Address or Lot No. 35'0 10/AID-5WEP7 a,i y Owner's Name;Address and Tel.No. r ' Assessor's Map/Parcel 05 C Installer's Name,Address,and Tel.No. , .,�.. T Designer's Name,Address and Tel.No. r- Q Type of Building: Dwelling No.of Bedrooms Lot Size / tiff sq.ft. Garbage Grinder(Ald) Other Type of Building L"h '.Q}ti No.of Persons Showers( ) Cafeteria Other Fixtures ` ) Design Flow 5 5 y gallons per day. Calculated daily flow 5,6 a-), gallons. Plan Date //9//C Number of sheets Revision Date Title Size of Septic Tank /j Type of S.A.S. Description of Soil /-1 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the conk uction-an m ' to nce of the afore described on-site sewage disposal system in accordance with the provisions of.T4 le 5 fthe E viron nt 1 Code and not to place the system in operation until a Certifi- cate of Compliance has been is ed by�thts Board of Signe Date 3 2��D1v Application Approved by Date Application Disapproved for the following reasons Permit No. ram- C96 S S "Sew Date-Issued / �� S ---------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance T THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )."Repaired( )Upgraded( ) t Abandoned( )by 10M KFA .t KN at 350 60 /A/b Su/iFPT 11JO.1 i 0 5L e-V lL -E has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.900 S ao dated. /U/ace J.5--. Installer Designer n The issuance of function this permit shall not be construed as a guarantee that the syste _wi 1 funn as designed. Date 3 i (J Inspector �� •� ��� ------------------------Fee / 5y THE COMMONWEALTH OF MASSACHUSETTS ,,0 PUBLIC HEALTH DIVISION - BARNSTABLE MASSACHUSETTS "o t) a 30igpooal *pgtem Construction hermit Permission is hereby granted to Construct( V�Repair( )Upgrade( )Abandon( ) System located at 150 W/NA S UA5P7 UJAI < d 5;rW 9 V l C-LE 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 d�ofhis t \ermit. Date:_ /o l Approved by_ �3 MAR-29-2006 16:13 From:NORTHERN PAVING FW3940955 To:1 508 7717622� P,2/2 Town of Barnstnb�e ti Regulatory Service & , Thomas F.Geuer,Mrseter r Public Health.Divistan . . o Tbomae Helriau,DbUtt it ' 200 Maims freest,Ryannfls,MA 02601 Offiam.508-862.4644 �00S_ 'ate 10 Fwu '508-790.6304 f Dat J� M' '` ) 1 j'j{ }jam e i �✓ .�^ U r Ir «' f � �to f sl A www}+��,� f1sLTM t°ti wl`. J tl�. w D�l�aar. �� ��etallers ,�dc'w: Address: Can . 3 06 �47Z A-j ...0 was Imad itpc=ifto install a. sepl a�yt;to at �� Gc � _ G `� based on itdtai drawn by Psi dated a Livi�¢- � r I cetff'y UtIft septic wAtft refore abOve was in led substanti awording to f desi y ioltdecr approved otos eali as leeilQaation of the distribulion box audtQr ogdo Urk I cart*that ft septic xyKem rafarmced above-bras installed with in or ebanBee (Ca, then 10'lateral ocaii of the SAS of r Vertical ratoaatiolt o any oot o t o tt�epdc ems} but in aaaardarL .with State&Local Regulaflow. plan revision or cued"no-built by dedpw to io4ow. ' tr, pN OF �q ,.?��MA7TFIEYVs�9�y eir tS w N =9 fC A 't9 Cam. v 00183 FSSYONAI � s" fury ®A F et+a TMI EM—AND ale c��3eelth/scpt�i�au�gaar C.att�,fi Fo�xa'` _ r ` 'y'AY1�,�{ fl � `V v ��S �l� � � �sD �;�2.�- P �� ��5�� �. . 3 Town of Barnstable P 9 I V Department of Health,Safety,and Environmental Services �t++� Public Health Division Date(/ -6m• Q, 367 Main Street,Hyannis MA 02601 II aARNerA8u& `r rfetaxt'` Date Scheduled�� _] _�g r.`Time s T Fee Pd. p o Soil Suitability Assessment for Sewage Disposal ' t Performed By: P�rt-Er S U(,L I yA/7i Witnessed By: �� Ulvll// ....... ..................................... . L, tATY01 & ENERAT�IC)R1VtATIO.N:: ::>>>< .. Location Address ' D SW G T . Owner's Name 3 s� Gv ry P y PAU� /yIELia ry O s�"Er//i 4.LE 14d Address 95110 M I" QEEF QD Assessor's Map/Parcel: Engineer's Name NEW CONSTRUCTION REPAIR Telephone N Land Use UNDEUc Slopes-(%) O- 9- Surface Stones Distances from: Open Water Body ft Possible,Wet Area AA0 ft Drinking Water Well /W ft Drainage Way ft Property Line Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) C4 wmswEPr o I ' �.p WA Y � ce. N 77'27'33 E c,,a >. 16tS.54 $ O 46.56. 40, 1 1 Old �i N 79'50'50•E o � • I 'J r Parent material(geologic)QL/7W/A.5# 01-41 ,- Depth to Bedrock Depth to Groundwater: Standing Water in Hole:Nd'/ Weeping from Pit Faced NG� Estimated Seasonal High Groundwater4eE�;5 fAj" :& -v /�✓l//!� - :.:.:. ;:::::::;':: ;:...' E7"E�'�1+1 1`7A Yd�1�?. tt SE S �.�:Hl[CD'VS�t .L'' ;`Y' ]L E ............:: :: :<.;..:::; Method Used:T12WN O �iSVYYs�`i3SLE G/ Ci/l'DGt% ::. 'G' d r.::7�►'/. .. :::::::: Depth Observed standing in obs.hole: NO/YG in. Depth to soil mottles: in. Depth to weeping from side of obs.hole:&,z&Z in. Groundwater Adjustment eYa/L�' ft. -index Well N___._•_ -Reading Date: Index Well level...—__ Arlo.factor Adj.Groundwater Level_ :;:,:.. :....:::.:..:..::.. ::....::.::.:::..::<.... ::::::;';:;;:;::: ..........PERCOfLATI( 1'�1.TEST::..>;>:: :;>:;:::Datefi:>1< ::: :3:::T; .. : : :. :.::.::.g::.::.:: ......................................................................... ............... :.;:.>:.;;:::.;:.;:::.:::.;:;:.;.::::::::::::;;:.;;;:.>:.;:<....................::::.::.:.....:.:::::...............:::::::.................. .................................... 2� �t3LLo/t� GE'SS /167N /S`MI f�' Observation Hole H Time at 9" Depth of Pere �� Time at 6" Start Pre-soak Time® � fie` EA7Z'�J Time(9"-V) End Pre-soak Rate Min./Inch 2/1)/y PII5 /N6 AI- Site Suitability Assessment: Site Passed YFS Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back Copy: Applicant ^!Y .......... DEI O>r3SE>[IVATIO1 HUI. LCIGnle# 1 Depth from Soil Horizon Soil Texture Soil Color Soil Other, Surface(in.) (USDA) [ I Consistency,(Munsell) Mottling (Structure,Stones,Boulderes. % ,r t1 tlVr ��h[Fs Bl1�u�/L O-/d " F c3�9 E sA�vp /O `!e 5/3 M-0 ke is �r r r Y6Y.Go'u/ /O 3 I CaA/s E S.Sr� 10 V R 5 G Z t ± aE L L7`• yEG..Br`N 31 r-/za C Y)e�& S,N Lc" GrA111-, ...::. ... „ DEEP OBSERVATION HOLE Li?G ;Hole#` :> ;W: ?r::<: Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % PI/Vl- Mb-60t61' 9 W,4N/,r- M � ,� Blow/✓ O- /O C SAW P Wcu-0w al,* S/r /�N C Lfi YES r airn 2 .. DEED' (Jl3Sl;RIIA'I`I 11 Hb .IJ LOB bole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % t . DEEP OBSERVATION HOLE LOG . :::. Hole::#: . . .. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Flood Insurance Rate Map: Above 500 year flood boundary No— Yes •X Within 500 year boundary No— Yes X Within 100 year flood boundary No K 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? S If not,what is the depth of naturally occurring pervious material? Certification I certify that on PQ-t C-95 (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 0 Date 2'�r/8 Town of Barnstable P to Department of Health,Safety,and Environmental Services Public Health Division Date // .4.• �j-4a Q, 367 Main Street,Hyannis MA 02601 HARMABLA HAM p Date Scheduled Time Fee Pd. p o Soil Suitability Assessment for Sewage Disposal Performed By: PC ,Er SUI..L I VA/9i Witnessed By: V , Dwym/yy L,�►CA't'YU & GiRA ►t1V �iR1v ;TYO1Y....... .............. ...:. ...:....:.:............:.........:...::...... Location Address 3 3'� tV11'D,SWJ EP?' lti/¢�l Owner's Name jq(/L 'M .. Le V Address g5y® MI" REEF RD I UPPEro LLE 14 Assessor's Map/Parcel: ,��//y_I Engineer's Name NEW CONSTRUCTION REPAIR Telephone q S'p�— 4/;2 33//y Land Use L//YDE!/ELapE D Slopes.(%) . ®- Surface Stones Nd of Distances from: Open Water Body AIO&�V ft Possible Wet Area O ft Drinking Water Well ft Drainage Way ft Property Line R Other R SKETCH:(Street name,dimensions of lot,exact locations of lest holes&pert tests,locate wetlands in proximity to holes) '�=4_11P�19 w/NDsmp r s°� wA Co IV27 77' '33 E C& Y C4 '0 166.54 $ � /1J1�37— N 1 40r 1 Q .� pav DH-it:� gN 79.50-50•r 6v� Parent material(geologic)04e77eA0# 101,41 • Depth to Bedrock S®O' Depth to Groundwater: Standing Water in Hole:Na1 E-VGdaA'YFD Weeping from Pit Face d y!s Estimated Seasonal High Groundwaterz.,ES5 Ag"y EG ,S•D ... ......::: .:•,:.... •>x:..,.....;........,.. .....:;L ...:.....1 ...Lr .............:............. ..:.:...:. .....:w....1 ��� 1 .................. ....... ................................................ Method Used:•�UIUN O'� �i5t//YS�1dSLE (�:MLiN1sG!//�'��r' �°o/L'�/!l/J' `;`;>;; Depth Observed standing in obs.hole: NONG in. Depth to soil mottles: A�Ntdr' in. Depth to weeping from side of obs.hole: I/d/yb— L in. Groundwater Adjustment N®/✓ ft. «index Well N___._•_ -Reading Date:_. Index Well level,_,__ Ad.l.factor Adj.Groundwater Level_ ......::::.....:.:::::::::::::.::.::.:.::::::: ::::.:::::.:....:.:.:.:.............- :1 ::::::::::.::::::::::::..::::::::::.:::..::..PER+CC�L ►T :CJ�1'�1:>TEST<:>:<:>::::::>::<::::::nre. . . . ....::Tir�t.. ... ....... 2.3` SAL Lobs'�.ESs ft�3/v /S'Mi�' Observation Hole k Time at 9" e/ Depth of Perc �� Time at 6" Start Pre-soak Time® 1"6 19 \k)L—%7, Time(9"-6") End Pre-soak Rate Min./Inch 2 IV//Y P�r 11716 ff- Site Suitability Assessment: Site Passed YFS Site Failed: Additional Testing Needed(Y/N) �d Original: Public Health Division Observation Hole Data To Be Completed on Back .........::..,,,::..::.,:..::....,.:....:.:....::...:.:::::::.:.:..;::.::.:::..:......;:: "SE D Depth from Soil Horizon Soil Texture A(Munsell) Soil . Other Surface(in.) (USDA) Mottling (Structure,Stones,Boulderes. 0 pup� s BI1�C✓/Y /a " F cfi,4/�E sAivp / �o Y�'GGou� Br'/v �S /D l-31 ll B (b,Q�s ssz�n I + al ,r �7F `✓EL.Bf N 3/ -120 C Lo Se ' S ... ...:.........: .......::..::::..:.:::.. .:.,......::.. DEEP UBSERATION HALE;LOG Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. 0 @ Gravel) i plwe fWEEpe.t j r O !igsN/e- M O' "0 I/ C Br.*u A- CotorsE b'.S7N A lD tY P A;S 2.0v C LfiYE� gPace 2 G ..:....... .:.... :.::.::.:...::,.;.:.,.:..:...;. ........:........:..;.: ....::...:.:::.::.::::::: ............... .. .. . Depth from Soil Horizon Soil Texture Soil Color Soil Surface(in.) (USDA) Other (Munsell) Mottling (Structure,Stones,Boulderes. o >; ::::>:: :::>:�::<::;<: P.:OBSERVAT�ON:HU:. :: .......:........ ; .::::.:.<.;;.;:.;:.;,:::::::::::::.:.:.;:.;:::::.�:::::.::Hale..#:::::::::.>:.;;.;.;:.;..:.::::..�:::::.::<.;;;>::.;:...:: Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. % Flood Insurance Rate Man• Above 500 year flood boundary No— Yes X +- Within 500 year boundary No— Yes X Within 100 year flood boundary No K Yes Denth 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? ES _ If not,what is the depth of naturally occurring pervious material? Certification I certify that on 'PQ..I L.95 (date)I have passed the soil evaIuator.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 O Date �� 2 . J ru 4w 01 DOOR gla al DOOR --- - Wx01 al wm - - -------- --------- f--------=-- iV1'IR6 B/4' ay I I \ t`' I I IIQS[ POC A18 a I 1 4'4'-0a 6/4'xm 6/4' JUE2�� W 2Lg f OVAL JQ I I 55 I �1 21 N4'x 66 N4' :K a4'x9G' I F r I I L'_9' 6'-01 • V a -J ® I I uHe OP a LACIV 1101 It '131 7q 014'x 41 e/41 0 _ OT99L"CAM FaFft,A,Ov '--------- ---- Y (6).Fr.6 Z411 1 1t 19 a4'x Y 4' �T PM 2W N ' yule-M m BUILT-IN � N —y e6 5/41x 71 5/4 rrD U71 w :-"�,;:, ® `i ce �.1!1 24 u 24 4/4' �1 i � g � - —' FTD l671 w 16 8/4 19 6/4' ® ® b Fri LL±M.. 4 Ito d b 3 a � W-0' L'•O' 15'-0° - - 4'--CA _ O C I j C� j � j� � �j •.-� CONNELL RESIDENCE B_. L j L�) ! MI UVI I H Li L'•I !l F,\f `_.� !! HINDSHEPT HAY _ - _ - fTl 2< P 11 IJF p It S.Q` IRJI-- Fr'�F ��=.�\It�� ��II_ L 117 'Ic 1 71 g :�� PLANS " ` _ w .l`dM ld3MSCINIM (a '22 r, 1� 3'DN2QIS3Z!1 -1-13NNOD N i I I III II F � � � =III ilil I jli i I llli' I� IIII I,j � .tro A xdn rL ® ® I W CWL d I I a I -- - IIiIII 'I � Z .e-,rl a I I ® I I'ijljl I lLi i — I ® ® ig _ #A 61/1►c I I ® bMV ODd(e) I r I I I I A'/11 bP11/0 bL ® ® I Q Wag 20d � I Y � a I I ' 7hM 9ltlol,r � 'fTIM n►oi,r ------------- rio 0o Lrro ac ON ald UW 'c0*'� ►ia o,�rro oa a U � Muera � �nw cicc ova Q Q 4)t �� rio 00►,rro ac �_ �� 13 ® I ® I ------ -- --� ---- - fi I I I 1 TYM MW IV I I g I ITS no o, IL a � i .1 M ,o-AI g.lG .o-,a6 C �, 3'-9' 1 I � I ------- - IW -1 x I I f ZF g xx I I 17S Qy I I • � I I 1 I i -� L--------- -------------------4------- I ---------------------------- - I I N I I(2)JOISTS I - 1i I - I I 11 JOIST/"'O.C. Io'-o' 1 II 7/8'AJS 20 I y I I y 1(2)JOISTS UNDER WALL 1 1 i 0. 1 I I I I I I 1 4'-4' - 13'-4' I � � 1 I �� 111 11 Axi I-JOIST•I6'O.c. GI-JOIST 0 16'O.C. 1 . I 11 7/6'AJS 20 I y 11 ve'AJS 20'�_ 1 _ 1 2' -fix I-JOIST•16'0.c. r I n W AA 49 o / --�- —!- -I---- L-- ------------------------ i --- It L L J I I ---- Imit T I. ----� -- —+- ----F I----+- - ----I- I I L J L J 7' L J L -11 L J . I I �u-w I 6'-10' -10• 6'-e' a'-o' 10'-4' j -i- L_J L_-J I -- I I 1 I I I a s I IF T � � T 11 }� T qb 1 I nd � d n � w I � I _--- —————— xx -W I I. 71 1 1 Y? 1 Q �I C 1 1 r I Z. u I 1 I - m a — 1 ` - O r D Z 6'-p. ISi_pi 6'-0' II'-0' I-V oll 9'-0' 4'-0 , CONNELL RESIDENCE � � L") j� c I ��� 11L H m NINDSNEPT NAY _ PHE L� L ILLr`�'�LLI A PLAN gyp. .I •� p9 �• ',�,� }'" � . ? ` u SOL LOGS Pe 9291 DATE 11/17/1998 GENERAL NOTES o �2 e BARNSTABLE ` 1. PRIMARY BENCHMARK RM 36 0 FIRM MAP 250001 0018 D SOIL EVALUATOR: BOARD OF HEALTH AGENT: I CHISELED SQUARE ON CONCRETE BASE OF TRAFFIC PETER SULLIVAN, P.E. J. DUNNING UP #7 o LIGHT AT NE CORNER OF BRIDGE ST. DRAWBRIDGE. �.,,• ' I.T;TS ,,� �� - '•: • :4 TEST PIT DH-1 TEST PIT DH-2 /t /r,,��� EL. = 19.33' (NGVD 1929 .Rid-n r, -'WW :: !�0 1 tr 4. -�_ ' ,- Pi l o �� r ,� G.S.E. = 18.8 G.S.E. = 19.4 PROJECT BENCHMARK : SW LOT CORNER CONCRETE BOUND = 17.81 I = 0; ORGANIC MAT 0; ORGANIC MAT 2. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND SHALL Noisy,_,�5 a o M •.� i- �' BY THE CONTRACTOR AND APPROPRIATE UTILITY P ,�° ,,� " " BE VERIFIED IN THE FIELD '� COMPANY PRIOR TO ANY CONSTRUCTION. ,o a � 0 ELEV 18.55 0 (ELEV 19.15 / z� Q 2 •_ o�. E ; 10YR 5/3 ;COURSE SAND E ; IOYR 5/3 ;COURSE SAND -� o SITE �• . 3. A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE. IF 1 10" ELEV 17.72 10" ELEV 18.32 i V� J 0 HERSINED TO BE NECESSARY A TITLE SEARCH SHALL BE PERFORMED BY E . B ; IOYR 5/6 ;COURSE SAND B ; IOYR 5/6 ;COURSE SAND Q1NX a3p �'� , pgIVA' ' ASS •gyp, 4. THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE Elu • j0 _ _ '•�s, RECORD INFORMATION CONSISTING OF PLANS AND CERTIFICATES. THE EXISTING 31 (ELEV 15.97) 31 (ELEV 16.57) - - 's FEATURES SHOWN HEREON WERE OBTAINED FROM AN ON THE GROUND FIELD E � � SURVEY PERFORMED BY Br4XTER NYE ENGINEERING & SURVEYING ON C ; 10YR 6/4 ;COURSE SAND C ; 10YR 6/4 ;COURSE SAND F N �Zl 33 UP #6 SEPTEMBER 8 & 15, 2005. '�` eed --" eeach y ;-- + 120" (ELEV 8.55) 120 (ELEV 9.15) \ CB F D \ CONSTRUCTION NOTES LOCUS MAP Scale: 1" = 20W' ' 44.5 x 12 S.A.S. WITH 5 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH PRECAST LEACHING , , ` TITLE V OF THE STATE SANITARY CODE DATED MARCH 31, 1995, AS AMENDED LOCUS AREA IS COMPRISED OF : ,CHAMBERS -SEE PLAN�& i+ PROFILE LAYOUT DETAI o 4F 4" PVC � THROUGH THE DATE OF THIS PLAN, & ANY LOCAL RULES & REGULATIONS ASSESSOR'S MAP 51 PARCEL 014-001 LOT 231 0 L.C. PLAN 15354-132 DRIVEWAY NBELOW s = ,1• x •N �, ` APPLICABLE. CERTIFICATE OF TITLE: 176,213 • ,' 9.2 l*F 4 PVC � �o OWNER: WILLIAM C. CONNELL O - STONE RETAINING S = 2.0% `c++ I ` 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE 860 UNITED NATIONS PLAZA, APT. C ° 1r WALL ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN o' i f PRIOR APPROVAL BY THE ENGINEER. NEW YORK, NY 10017 D-Box ; r - _ ,� Inc ZONING INFORMATION INCx11 / 2 N ZONING DISTRICTS: RF-1 • �o.o 17 3. WHEN CONSTRUCTION IS COMPLETED NOTIFY THE BOARD OF HEALTH AGENT CORED POR ,�> , MAN AND DESIGN ENGINEER FOR INSPECTION AT LEAST 48 HOURS PRIOR TO RPOD RESOURCE PROTECTION OVERLAY DISTRICT NO WATER AT 123 ELEV 8.5�i - -----____ PRO�'0 �= LO 23 BACKFILLING. THE SYSTEM SHALL NOT BE BACKFILLED UNTIL INSPECTED AND AP AQUIFER PROTECTION OVERLAY DISTRICT PERC 0 60" (ELEV 13.8) / N`� INiA PR X. LOCA N ` APPROVED. RATE= <2 MIN/IN ,' / TEST PIT #DH-1 MINIMUM CURRENT ZONING REQUIREMENTS - ZONE RF CLASS I SOIL CB DH FND _ - f� 15.0 fJ / " _ / F z 19.4 LF 4 Pv / ry� 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHED 40 PVC. UNLESS MIN. LOT AREA = 2 ACRES (RPOD) __ ___ ____ - - - 2 ST ►- S = 1.0 ti OS>9 ORYi 1 O.o' °-a �n OTHERWISE NOTED HEREIN. N 14. PROP MG Mly, c`l� O v` MIN. LOT FRONTAGE = 20' MIN. LOT WIDTH = 125' `Q `•p I.a. WOOD RA =,,� 5. IF UNSUITABLE MATERIAL IS ENCOUNTERED BELOW THE TOP OF SAS �+ '�. 14,3 T6F .. 18.�' ; ' TEST PIT H-2 MAXIMUM BUILDING HEIGHT = 30 ` � _ --' # I`'`� �� (PEASTONE ELEV), EXCAVATE AS NOTED TO THE "C HORIZON", FOR A HORIZ. c►► 14.r, 10.5 LF 4 PVC G FRONT YARD = 30' SIDE & REAR YARD = 15' 4 /' S = 2,0% / DISTANCE OF 5' SURROUNDING THE LEACHING FIELD, AND REPLACE WITH COMMUNITY PANEL NUMBER: 250001 0018 D CB DH FND Q L1 -' CLEAN SAND PER 310 CMR 15.255 TO THE TOP ELEVATION OF THE SAS. O ?u THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS - - _ - '� �,�, co E 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3 ZONES B & C. Exl OF COVER. s r 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE GRINDER �' � 9A••5 - - '' �' W W l" _- ,W ------ � � DISPOSALS. h L0�-231 -�- 0• 1_. / 8. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT L.C. PLAN 15354-132 f '� S- , � / � 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES, 4t3,562t SQ. FT. AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. THE CONTRACTOR DESIGN SCHEDULE ELEVATION cz 1.00t ACRES .-' x l i.,; - '" SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, v x OF ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION TOP OF FOUNDATION 14.5 , G ^ i OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXI SEWER INVERT INTO SEPTIC TANK 14.29 PROpo MATE WAY l 1 ' SCR N PR' GARAGE 5 O. ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND HAVE NOT BEEN SEWER INVERT OUT OF SEPTIC TANK 14.04 ,� t� O 9 PORCH - 23 __ INDEPENDENTLY VERIFIED BY THE OWNER OR IT,. REPRESENTATIVE. THE SEWER INVERT INTO DISTRIBUTION BOX 13.72 g CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES -� © 0, �6 - WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE SEWER INVERT OUT OF DISTRIBUTION BOX 13.55 TIL ELEVATION O w ; UTILITIES EXACTLY. IF INFORMATION DIFFERS FROM PIAN SEWER INVERT INTO LEACHING SYSTEM 13.37 "' i' / 'I�'F�^ "` ` r` , POO- RMAT ION, THE c`ss ,. rv,t�i vEr SHALL NOTIFY i rtL ENGINEER IMMEDIATELY FOR BOTTOM OF LEACHING SYSTEM 11.37 / o POSSIBLE REDESIGN. AT UTILITY CROSSINGS, VERIFY IN FIELD THE LOCATION / ; . NO GROUNDWATER OBSERVED TO ELEVATION XXXX INVERTS OF ELECTRIC, GAS, TELEPHONE & DATA/COMM AND RELOCATE IF o CONFLICTING WITH PROPOSED INVERTS PER THE 'ENGINEERS DIRECTION. THE 2 CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED. UP �5 �� CB DH END` `4 : 9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE SCHEMATIC. 18- FINAL LAYOUT SHALL BE AS DETERMINED BY THE APPROPRIATE UTILITY -v COMPANY. LEACHING AREA REQUIREMENTS N STONE RETAINING WALL a: � 10. GRADING AND SITE LAYOUT AS PER SITE SKETCH PLAN DATED 10-5-05 NITROGEN LOADING LIMITATION: NA 9 N AS PREPARED BY BARNSTABLE LAND DESIGN. PARTIAL GRADING SHOWN ONLY RESIDENTIAL: 5 BEDROOMS i N 239•62 HEREON. SEE PLANS BY BARNSTABLE LAND DESIGN FOR FULL SITE LAYOUT x 110 GPD/BEDROOM s 7g5o'56" W GRADING AND LANDSCAPING. TOTAL DESIGN FLOW = 550 GPD GARBAGE GRINDER (NOT INCLUDED) = N/A CB DH FND i� PERC RATE = <5 MIN. / INCH (CLASS 1) c ' LIAR = 0.74 GPD/S.F. W MIN, LEACHING AREA OF S.A.S. REQUIRED: ' 550 GPD/ 0.74 GPD/S.F. = 744 S.F. MIN. CB DH FND LOT 232 o m E EL L a 17.81' (NGVD29) PROPOSED SYSTEM: o to LC. PLAN 15354-132 N/F THOMAS S. OLSEN 5 - 500 GALLON PRECAST LEACHING CHAMBER UNITS z WITH 3.6' OF STONE ON SIDE, V OF STONE AT ENDS, 1" STONE BASE 350 Windswept Way SIDEWALL AREA: (44.5' + 12) 2 x 2' DEPTH = 226 SF BOTTOM AREA• (44.5' x 12) = 534 SF OsterVille, Massachusetts TOTAL EFFECTIVE LEACHING AREA = 760 SF SYSTEM DESIGN CAPACITY = 760 SF x 0.74 GPD/SF = 562 GPD PREPARED FOR Bayside Building Co., Inc. SEPTIC TANK SIZING: 550 GPD x 200% = 1100 GAL P.O. BOX 95 4r USE 1500 GALLON TANK MIN, CENTERVILLE, MA 02632 o� TITLE TYPICAL SYSTEM PROFILE 8'-6" Proposed Septic System Design X, HOT 'ro scnLE 4"(8"H-20) =? TOP OF 110TES:SYSTEM COMPONENTS ARE NOT DESIGNED FOR VEHICULAR (H20) LOADING. --I 20" DIA FOUNDATION = 18.0 ® ® ® ® ® BARTER NYE ENGINEERING & S UR VEYIlNG SET AT LEAST ONE MANHOLE FRAME o PROPOSED GRADE = 17.25' & COVER TO WITHIN 6" OF FINISH GRADE• SET MANHOLE FRAME 3" ® ® ® ® ® �� ® i+� _ RISERS & COVERS SHALL BE WATERTIGIT & COVER TO WITHIN 6 OF FINISH GRADE _ Registered Professional T FINISHED GRADE OVER [TANK = 17.25 RISERS & COVERS SHALL BE WATERTIGHT ® ® ® , N Engineers and Land Surveyors - ® ® ® ®® ��® 812 Main Street, Osterville, Massachusetts 02655 A�A Ur FINISHED GRADE OVER D. sox = 17.0 IUAxiMUM GRADE ovER LEACHING sYSTT>� =1712 � Phone - (508) 428-9131 Fax - (508) 428-3750�o W►TTHEw �G . 4" SCH 40 PVC INV OUT = 14.50 L= 10.5' S=2.00% 3" MIN. s Lo 6 MIN. 21.5 LFN4" SCH 40 PVC O S=1.5X 9r (min) Cover cift ~ _� = 1• 36 (max) Cover 20 0 20 40 90 #4� << INV IN=14.29 10 MIN. ? -INV OUT-14.04 FIRST 2' (TO BE LEVEL) PVC `' 4` H. 40 PVC CHAMBER TOP MIN CONCRETE LEACHING CHAMBERS CONNECTION WASHED PEASTONEOEELEV-14.29 1.0' 1.0' G ��ssJnr at F��'\� ' - BAFFLE 2 ELEV 14.12 _ SCALE IN FEET ,; INV IN=13.72 4 _ '• 14" 'r 6 SUMP . NV OUT=13.55 _ .. - REINFORCED CONCRETE 6" CRUSHED , W INV IN-1337 O O O O O O 36 SCALE:1" 20' DATE: 10/19/05 STONE BASE ;.� - _:,f ,.� d � _ 5 CHAMBERS 8.5 4.8 12, cr 6 CRUSHED _ STONE BASE :. = .• ... •. •''BOTTOM STONE '' , r.& :' :: ` '3/4"--.1.:5" INASi 1t'D SlC11dE U11UNSUITABLE SOILS, IF ENCOUNTERED BELOW • / THE PEASTONE ELEV (TOP OF SAS), SHALL BE 5' MIN - 11� EL 11.37 VS P REMOVED TO THE "C HORIZON' AS REQUIRED DOUBLE WASHED STONE 44.5' + - SEE CONSTRUCTION NOTES HEREON. No Groundwater Observed O Elev. 8.55 N0. BY DATE REMARKS DF�AWING NUMBER Estimated High Ground Water Less ' 1.500 GALLON ONE7COMPARTMENT SEPTIC TANK DISTRIBUTION BOX LEACHN(i CHAMBER Then s.o' NGVD PLAN OF SOY.. ABSORBTION SYSTEM WITH ROTONDO ST15W OR EQUAL ROTONDO DB-5 OR EQUAL 0: 2005 05-204 SURVEY wrksht 2005-204s .dw TO BE INSTALLED ON A LEVEL STABLE BASE To BE INSTALLED ON A LEVEL STABLE BASE 500 GALLON PRECAST LEACHING CHAMBERS n SEPTIC TANK TO BE INSPECTED & CLEANED ANNUALLY 5 OUTLETS REQUIRED NO SCALE 2005-204 b C'J C i