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HomeMy WebLinkAbout0146 CROCKERS NECK ROAD - Health - - - - -- - -- - 146 Crockers Neck Road Cot! 054,.E I -'` TOWN OF BARNSTABLE LOCATION L a G �CC SEWAGE # VILLAGE 6 CJ i� � ASSESSOR'S MAP & LOTI �— INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITYv,c7 LEACHING FACILITY: (type) �X —4size) �:� ` f NO.OF BEDROOMS PL � -BUILDER OR OWNER 6 u PERMITDATE: i ` COMPLIANCE DATE: ROE Separation,Distance Betweeev °1- .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 an aching Facility(If any wetlands exist within 300 fe of 1 c tag fac' 'ty Feet Furnished by 4 o .. TOWN OF BARNSTABLE LOCATION i . C,roc-" SEWAGE # - %3'3 VILLAGE t a ASSESSOR'S MAP LOT 64 INSTALLER'S NAME & PHONE NO. "SEPTIC TANK CAPACITY )o o t:) LEACHING FACILITY:(tVpe) (size) � NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER ti DATE PERMIT ISSUED: n� ; 'a Z, r .' DATE COMPLIANCE ISSUED: l�` VARIANCE GRANTED: Yes No 4✓,�1. { �I � � a6 • ►�` �� � No. � �j� l� O �/ Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: / ' Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZIppYication for Ziopogal bpgtern Congtruction permit Application for a Permit to Construct(/Repair( )Upgrade( )Abandon( ) El Complete System 7 Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. /<f� L'�ackert.s Neck PIa r LI�w294)4-6 5eA2SE; Assessor's Map/Parcel o � C'o�/!� 20 4,-� @ A) .�� Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. t0L G � �� .Ll�it/�eR.S �i4v�� �y 0 7 7 3 3 v/?!�Ale.1 Type of Building: G4XAGC Dwelling No.of Bedrooms Lot Size S/,O to sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. 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 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been iss7ud by is 'oar of e Its (] /�j Z /� y Signed' Date Application Approved by a Date Application Disapproved for the following reas s Permit No. Date Issued ---- ------------------------------ -------- Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ' Yes t PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS 1 - f 2pprication for Migpogar *pgtem Construction Permit Application for a Permit to Construct( y°)Repair( )Upgrade( )Abandon( ) O Complete System O Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. /h/G C�emffe�3: /Jec.k a� L- w2E,c�cE `f e,44 s E. Assessor's Map/Parcel l /i �' O/9 b S5/ z/1- ele oeke.CS xkck h -W 7;p4/9, Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. r f v !�/ G 6 trpck /-/",c/De/LS eAUA- .5`/0 7 7 3,3 Type of Building: G 4R,4G a Dwelling No.of Bedrooms �' Lot Size /d sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ), Other Fixtures / Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date ' Title Size-of Septic Tank-- Type of S.A.S. Description of Soil, Nature of Repairs or Alterations(Answer when applicable). Date last inspected: Agreement: _ t 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 issued by this Boaz of Health- Signe //S A, Date Application Approved by V a v� ,� Date Application Disapproved for the following reaso"s �. Permit No. 6P acl Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired(. )Upgraded( ) Abandoned( )by at rI)f krr f /li P, i P I., h/1 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 20 0 3- dated Installer Designer r_1 k The issuance of 's peg t shall not be construed as a guarantee that the systtem w:11 fun on as desig ed. n Date L/ `�. Inspector � ��I� No. I 1. Fee .r• THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Migpogat *pztem Construction Permit o Permission is hereby gra�ntyd to CPstruct�, �JRe ( )�Upgrade�Q )Abandon System located at �LY�/> t 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 be co pleted within three years of the date of ' pertni / , Date: > Approved by � �. i TOWN OF BARNSTABLE � LOCATION G C Af,c SEWAGE # A&rl�"G�V VILLAGE d CJ i`/ g`� ASSESSOR'S MAP &-LOT! :LQ- INSTALLER'S NAME&PHONE NO. SEPTIC TANK'CAPACITYy LEACHING F4CILITY: (type) X C�(size) � NO.OF BEDROOMS 9 C-2-cld'' BUILDER OR OWNER Z6Q PERMIT DATE: �- a COMPLIANCE DATE: ,D � Separation-Distance Betwee�t{i� �ble to the Bottom of Leaching Y Facilit Feet Maximum Adjusted Groundwater , Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland an aching Facility(If any wetlands exist Feet within 300lo,1 c 'n fac Furnished.by -� c'n a s Town of Barnstable P# ID, 62 Z OF THE Department of Regulatory Services BARNSTA13M Public Health Division Date 11 y Q 3 y MASS. 1639. 200 Main Street,Hyannis MA 02601 prfD MAC A ­ -7— j Date Scheduled 2 D 3 Time �d g►�� ; Fee Pd. too Soil Suitability Assessment for Sewage Disposal Performed By: Witnessed By: S4.421 bilu Ve 'a LOCATION & GENERAL INFORMATION Location Address I[I( n' 11 Owner's Name Address �•J�vs- Assessor's Map/Parcel: t _b$( Engineer's Name NEW CONSTRUCTION ✓ REPAIR( Telephone# Land Use [�.tio4"—1 A,(- Slopes(%) Surface Stones a-0-e- Distances from: Open Water Body Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) y T, �! IGI A o I I LO o I � . 1 ` 0 Parent material(geologic) Depth to Bedrock 01 A o a L- I 1 Depth to Groundwater: Standing Water in Hole: LMOLW C4 Weeping from Pit Face till A Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole. in. Depth to soil mottles: U A in. Depth to weeping from side of obs.hole_ 4 in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ PERCOLATION TEST Date -\l"o Time 10 Observation 1 :WZ oc 30 Hole# Time at 9" `o Depth of Perc �a ``t�/ Time at 6" I o t� Start Pre-soak Time a , Time(9"-6") .,� ° .,,.,. ID End Pre-soak �s Rate Min./Inch C�+1 ��► 1 Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- t ***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:H EALTH/W P/P ERCFORM 5• DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(inT) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) ter ti . �"A.� t12 DEEP OBSERVATION HOLE1OG • Hole# 2 Depth from Soil Horizon A Soil Texture -Soil Color Solil °Y 'Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. ' Consistency:%Gravel) 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) 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) Flood Insurance Rate Man: 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? S If not,what is the depth of naturally occurring pe ious material? o:� A- Certification I certify that on Qfa L, � I q > (date)I have passed the soil evaluator examination approved by the Department of Env romn mental Protection and that the above analysis was performed by me consistent with the required train ,expertise a ex erience described in 310 CMR 15.017. Signature Date —16—0 Q :HEALTH/WP/PERCFORM No....L..... Fs,,Ze THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH ..................:........................O F....................--.......-........................................................... Appliration for Dhip oal Works Towitrurtinn ramit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: i�" � .............�, .mow-.CL..___.•_-_.....__...._..........____^_......__••_____ ..._...________________...�......_......_•___...._^_'^ "_•--- .... .. Location A es r or Lot No. Owner Address Installer Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms______________________________ -Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building ............... No. of persons._.......................... Showers — Cafeteria a Other fixtures ---------------•-------•---•---- - W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid*capacity............gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit N6---------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed bY.......................................................................... Date........................................ aTest Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a ---•------------------------------•------------------------•---......--•----•--••--•------------•-•.......................................................... 0 Description of Soil................... ---•-----•---••---------------------------------------•-•-•-----------•---•---•---..............-•----------... t"a ••---•-------------• -------------------------------------------------------------- ------------•-•-- --•-------•-......-•••••••---•----••-•-•••---•--------------.... x f------•---------------•------- V Naturp of Re airs or Alterations—Answer when appli ble_..... s - ....... 5 ...........�<_._...__._. i Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITL% 5 of the State Sanitar T3de—.The undersigned further agrees not to place the system in operation until a Certificate of Compliance has een issu dI y the boar of hk lth. __ o Signed --------•---••. ..........................` Date Application Approved By............... ............ Date Application Disapproved for the following reasons---------------•----------•-•-•--•--.......--•---....--••----•-------•-----------••---------••••-------.._.._... -•-------•-----•-•--•----•...................................•...............--•------•-•....-------•--.........---•-•--••-------•------•-----------•-••--------•----------•••---•••-----••••-----•--_... Date PermitNo.----51..=...1_.14.3--------•-------------- Issued....................................................... Date g�.:.I 3 w Fss . No.... .j THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ................:... ....................OF...................................... ,�lrpliratiun for Disposal Varks Tonsirudion rnruti# Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System t: - ----Location:A-.re or Lot No. r� ;�.�,.. ,y c.<. _' e........ ............... c,1 ......e.r"S: _.........' I c..........-- . :.- -- _.--- ..... Owner Address W Gt� _.� 5c� ma5h� ,.� r7kc.SS... G2 �j a ,:....... ...............•-•----........-----------.....-- -......... .._............,.. ........................ .._ Installer Address Type of Building Size Lot............................Sq. feet aDwelling—No. of Bedrooms.........I........:....................Expansion Attic ( ) Garbage Grinder ( ) p, Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) 04 Other fixtures -----------•------ ----------•------------------ Design Flow............................................gallons per person per day. Total daily flow............................................gallons. Septic Tank—Liquid'capacity........_...gallons Length................ Width.:::_::::..._... Diameter................ Dept h................ x Disposal Trench—No--------------------- Width.................... Total Length.......... Total leaching area....................sq. ft. 3 Seepage Pit No..................... Diameter.............._..... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) 1.4 Percolation Test Results Performed bY.......................................................................... Date........................................ 1"a Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water.......................... Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 ....................... ....-- ------ ............. .......•---•-•----•- .....--------------.....•--•..---- ........ ..... 0 Description of Soil.--•-•............. .........------------------.----- U ---------- --------------- _.---•--•--------- --........ -------.......... ...---...... ...-.--------------- •-----•------------- ----•----•----------------•--.......---------------- W -------•------•-----------•-•-----••---------------- -•-------.._....--•--------------........---•-----.......-------•--•-------....---------------•.... ............ x cc ss. .."g.. U Na of Re airs or Alterations—Answer when applica le_..__.���-�,.r.................. .y� __.. - ----• ....... ................I................%.....................5..��.. ` .......L. -........1... ... ....... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLS 5 of the State Sanita(een de—.The undersigned further agrees not to place the system in operation until a Certificate of Compliance has issued spy theme boar fhealt Signed. .......................................................... , ................. .. Date - ._... ':..at (..-.r�.Sj. Application Approved BY-•-••-•-----•-- .,�:.:�...�.z. ..;�x_.-r=.=.- ................................•. Date_.�. e Application Disapproved for the following reasons:------•--------------------•----•-•-•--.....----.......-•--------•--•-------•--•-------•------•-------...._... ................•----.........-----------.......----••-----------•-•----•---------------------------•-....--••-•---------•--.......--•-•-......------.......-----...-•--•------...........•-•---..---.._ Date PermitNo.---- - 3.' .................---.. Issued..................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ( ................I,��- Q ps.. .............�........................OF........ k r' -�1 ................................. (Inriif irtt#n of Toutplinurr TH IS TO C_fRTIFY, That the Individual gewage Disposal System constructed ( ) or Repaired (� by.......... a--=Y = -TT--v.. ~._......�..JJ...............� ccl1- ..1 :��....................................................... ......... ._.._._ --- ..... r Installer 1 •-----•--------- ------------------------------------ .. .. .. _. .... at has been installed in accordance with the provisions of TITLGE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No......... dated................................................ . THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM JILL FUNCTION ttT8FACTORY. 6 DATE... -y 4Et ......................... Inspector..................... ...----....................................... THE COMMONWEALTH OF MASSACHUSETTS �.j BOARD OF HEALTH yy f ...!. .OF.. r� l!�: �.s No..R.-1.0.. ............................. '� `` Fu. .2:.0:.o iu ro ttl Tonu#rur#iort fr�mPermission is hereby granted... =!vrks r l .... ..c`. u ...................••----................._.... to Construct ( ) or Repair Individual Sewage Disposal Systein ......,. Street P9j as shown on the application for Disposal Works Construction Permit No.B.:11-1 Dated..-. ........................... : '�y.. .......................................................... r A//VV// Board of Health DATE............ ----L------•--••........................................... FORM 1255 A. M. SULKIN, INC.. BOSTON COTPEP,WXFOLE WOODWCOTR5 5MPWEAIKPVANE(VERPYW/GWtEJ L� SEEDEiA1LON5irA5 z f•CR CIPGLA t zQ, 2¢N i1Y.I x B"FLYWGRN�E" � W�O L30AP05W/I x 3I1.'IP 8 1,4%D-P.PFE Z °' w N L� ���CD fop OF FLNE ® 12 ® 10 I P SECOND FLOCK WEAf1 Vf 5f VeCK %wLoa Lj I I P&M foP of PIAtE , PS.6 x 6 p055 aaoa oaar� 1CC ESP,OAW5 oaaa oaao W.C.5WN;aASIWJG O 000a aoaa fop of FaAm. CONf.RmIF VENT O Ft?ONf �L�VAIOM w rT, C) NEW ASPH&f%NA.E5 W fO MAfCH 0I51ING Pa 5e T►� W I a B FASCIA 8 FRIEZE OOAW5 I J-y fOP OF N A1E Mil4� O I'ZICY0 SCALE: a= 1/4" fOP OF PLAT DATE: 10/19/2003 n [EllI JOB NO.: m BEARSE v DRAWING NO.• rop of Falm. kt �IGN1" Sln� ���VA�IONA3 9 COWER W&PoLe WooDWCffB5 5i12WEAflfW*E(VERFYW%OWfW 5EE MAL ON%9.A5 Qa FOR.CLFaA z f1P.IxC..fLWdGRPt�" Q QN OOFYJ75 W/1■30RP 8 I�4510-M Q W or-'O Q 12 —17 W Q E— Oq cn W z 3W1 �Lo N T co O fOPOP PLATE 12 2C� oFTT]l ---- . VVEAfH�Sf DECK � �^ - RAILING = ro tV 5EWNV fLOCY, v SdjFLGYJ!? R OF PLAfE q l cv Li D CGRNER3UW 0N'.DS � �- c P.f.6,6 P0515 L L I W.C.5iNGLE 5OPJG . � 5"r-f0 WL•A1FER . "OF Of FC{FJD. LYLU .' COW RIDGE VENT ^ F NEW A5P WLf 5WNCLES w fO MATCH E%15TM ( � MCA z fOP OF PIAfE �J �W W B fYP. SCALE: %cc)hvfLox v 1/4" = 1,_0„ BLOCK raP aF PLAfE DATE: 10/19/2003 aBEARSE DRAWING NO.: RA %f jOF F4V. MEN L f 5 n VM ON r ON f< tit - 7 7T 1 � .i( II • (.VP`''r 9-_�n�5n5 xa�iC� .i'"�ui 1/ G'.' ((,'_:'__a� �'1i-•ir'6!n3'�'� I�;�7,l�_.,r%i�i Cd4i 7'IaAvII-1!�u -I! 'TIi 7II'.T"tII'T �c2'I ao3itYna�" ' Z��cQ -'pQF3Q Z)1.�5.1 nL.d C I I , c W XPAcr ) --- ---- -- � ; LLI ti0Q� iC.aL�FIP5f �0 ? PLAN SCNbL� -c`. r DATE l 1/4 20035' 4 6" AW II JOB ,NO.v i/J O it �l Al 1 V MICHELE B E 2\[L`;LS ! fir:1DOR J''O li_" 2 No.34774 1/6' SITRUCTURAL DRAWING NOT.- .. : Z } r"/6" QVAL J ^rV2442 2'-b !/3" ( A"r al - I 21 t `' �(� .���:f��' i•_ �dri'1�Y;V.L 5�)iinC�ti? rill {t yt:'� J Y `l,!'. iI, ,i:`1... - � .. ! GU�5T pOOM # 2 FIN15H�5 r _ z • -Loci�rJc,' h.�,�,. n4E ��Et.'!P'r�a o� � -, l.ae ;"-f IONS i All;t:'COJT < ' ue�;(. r'bi5x4 L..vrLl 3 I/="CJ CCaIA I'ASEI'OfJ�% m Cr,u V!rl Y W/ 0M.9r: Z c_5 AU'C' - VEPjlFY;'V/ -fy-M,H I I 6L^5 itOCK-HL11f 1•'EE'IRYCC>0 U; cn ILE b IFYIN/ CnlJt _JJQ y I` n lr t;Enl. ((I c i r�E. CoJ d;}ptCi VEpFY W/ OVA iEE • i i.eT 'KTS_ l'E%IFY W/ O'ti�P lEF?0W MAEVE_f vt -•,"1.�fF + / . F 1.rF vJ1 J1EF.pEE L �tFlc Irr-Y t,;�./ vo rV ICYY rC i :n 1 /V,'Tr.t•,^:'I�t'L�._'�� '.�.�f/ � - t t[t L"� 71Jgr. - � � �� � ^J�. � ,",ri .. .. r. ... ..rat•,i_ _. I "�. Oi �5f t?OOM # I FIN15HF5 o. ' GU Q �:0 I ,_OOt ir. ri�E,VLrr CO Or' r.l.r :0 LLJ A L '•'':. + SCE. � rti Q t t> r �L 1 11 FAQ ? VErVY 1 L lE 07 O !;!OCR H Tr: f,?cY OXiL , AL VCGIFY N'" O4ir'wF. r Col llt Pflo I,/r!G 1'Y Ghri V (�1 O 77 MM I CLO5 ( CEO I cAl lEll5:V r! Y'r',/ �rr^k'_r fi0O4?': IJ EPiO" f?dJ k rli L SCAL E: �rv.z, EXEKIOF A�51XLTrJoiJ PLAN. I/4° _ ] -0" � 4�� Cz)1• 0, H.AKPWAkr--5C�Lk/c LOCK`.�T5 E i?SEI MJfIO E t°PA55 ESTATE WV?I?V�Af E El DATE ,,..: WHn Er.TErlon W/ "CMEH5 11/4/2003 AI Ji%E E5E1 J V-41 JDOW5: AJ JPOLE C A55 ESTATE W+J PWAJT �HOFMq" WHITE Elierlo�W/ 50-W1J5' JOB NOp: 02�MICCELE s'94'y� BEARSE:. TUDOR TUDOR 5VCONV� -1 V001, FLAN V c4 STRUCTURAL w s'fF.34774 L DRAW]NG NO.: .. G - : C 7 �& IIA/b j- ' ' Z ! y � 2 I.9E MI(,l.ol.Af4 n� C U%0 O . I � r ------------- -- ———— — —— I f3 —IP; I I I BOO Yf%I: :G�. ��. r1'� r Ot� n < Z I I I I _ ZD m C N /, cL I i I I -31f, i I I I p I I Ah / Ili D��G i i _ "�P•;,Z y O •. I z Idd I I _ a ; I MILPING 5�CfON @' GAWAt 1 , w w g NDOR $ Mo.sana STRUCTURAL H . 9FGISTE� .�..�ALE: iI CNAL 1/4" 1'-0" DATE � - 11/4/2003. JOB NO FOUNPAVON PLAN BEaRSE_ i WEE, �LFVATION �Ap FLFVMON �'rY1Yi.f?r14d1 .. �T FIX, .. a 1� � C����� o„E 46.49 �°� 95 o7 c9� EXISTING W LO'Po�61 FA SEPTIC SYSTEM . ACCORDING TO , 94 `lp OWNER r P. - 93 ° 27.4 1 N LOT 162 . - 9 ° 0 0`� EXISTING HOUSE _ / 2 #146 +; FIRST FLOOR yv \ o ELEVATION 93.79 NOTES: LOT 161 B -r 0 / \ ° LOT 161 A IS SHOWN IN THE "C" FLOOD ZONE. cA i 49.7 DECK d - \ LOT 161 A IS SHOWN IN THE "RF" ZONING - - - WW DISTRICT. LOT 161 A IS SHOWN IN THE "AP" 14.2' GROUNDWATER PROTECTION OVERLAY DISTRICT. cn ° � � �RAIgAGE THE EXISTING LOT COVERAGE IS ° R 5 �� n r REM0 16,01, 2,315f S.F. (9.2%). BE 1 ° THE PROPOSED LOT COVERAGE IS 3,038t S.F. • (12.1%). 1 N ° 1 HOUSE # 146. 22.5' rP pROpOSED 47.3' _ 3 4' 11.0' �ARA w SITE PLAN 20.3' PREPARED FOR of RESERVE 11 0 - '�_ - - - - - - - 2 BEDROOMS �ZN OF LARRY BEARSE ) AREA_ _ _ - ABOVE �` �q of ° _ _ .� JOHN cJ, 146 CROCKERS NECK ROAD 90 - - - i _ _ °� ° D LEY COTUIT, MA — — TP 35101 J. E. LANDERS—CAULEY P. E. ° .22.5 - ® STE CIVIL ENVIRONMENTAL ENGINEERING P.O. BOX 364 WEST FALMOUTH, MA 02574 _ cri o - - - _ (508) 540-7733 ph. (508) 540-3022 ph. 508 540 - 3344 fax .;., , ASS.# 019-054 DATE: 12111103 SCALE: 1" = 20' DRAWN BY: JDR LOT 177 A - S71'31'40"W LOT 177 B 1 JOB N0. 1330 SHEET: 1 OF 2 LAB ELEV.=90.5_ 10'min. ELEV.=90.0_ 4" CAST IRON OR CONCRETE COVERS ELEV.= 9O.0_ SCHEDULE 40 P.V.C. 4" CAST IRON OR 4" D1A. SCHEDULE 40 PERFORATED PLASTIC PIPE SCHEDULE 40 P.V.C. END CAPS ON ALL PIPES 5' ON CENTER 12" in, A 3" LAYER OF ADIST.=11_0' SLP.= 0.005 1/6 -1/2' — SLP'=O.02 CONCRETE COVER INVERT DIST.=3.4' DIST.=1r WASHED STONE 88.00 FLOW LINE SLP.=O.02 0 0"0"0 0"0"0 0 0"0"0"0"0"0 0"0"0 0" 00"0"0 00_0 0"0"0"0"0"0 0 0 0 0 0 __-- ELEV.-_-_- INVERT _ _ 87 78 — ELEV.= 87.28 08080808 000000000000000000000000000000000000000000 000000000000000000000c 10' MIN. -- _o_o_o_o o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_ _o_o_o_o_o_o_o_o_o_o_ 19" U ( 6" LAYER OF THE LENGTH OF ELEV.= 87.53 ELEV. 87.46 - ELEV. 8'7_29 < oo� /4" TO 1-1/2' OUTLET TEE IS BA O U U U v U U U U U U U Ci O O U U U U U U O C`WASHED STONE DETERMINED BY THE 4" CAST IRON OR O O O O O O O O O O O O O O O O O O O O rHE TANK USED SCHEDULE 40 P.v.c. DISTRIBUTION BOX ,ono 0 0 0 0 0 0 o�O�o�o� o„o o„o„o o„o„o- � ELEV.= 86_6 (SEE CHART AT RIGHT) LENGTH OF LIQUID OUTLET TEE TEE USE STONE 1500 GALLON SEPTIC TANKDEPTH BELOW FLOW LINE TO BE WET TESTED IF TO LEVEL THE 4 FEET........14 INCHES MORE THAN : ONE OUTLET. . 7.0 TO BE PLACED ON 5 FEET.......19 INCHES BED AS NEEDED. 6" OF STONE OR 6 FEET.......24 INCHES TO BE PLACED ON MECHANICALLY COMPACTED SOIL. s 310 cMR 15 6" OF STONE OR 15.227 (6) MECHANICALLY COMPACTED SOIL. BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV =79._6 USE A TANK WITH THREE COVERS. SOIL TEST DONE BY: J.E. LANDERS-CAULEY P.E. WITNESSED BY: SAM WHITE ____________ PERCOLATION RATE: __2___MIN/INCH P# 10,622 VYER.OF TEST HOLE 1 DATE: 12�(1103_ ELEV. "0�0�0"0�0�0 �0"0�0�0_ MASHI STONE O"O"O" to�o "O"O PROFILE OF o •00 �00 �IIYEROF 3/4T0DEPTH HORIZON TEXTURE COLOR MOTT. OTHERWASHED STONE SEWAGE DISPOSAL SYSTEM 4 PERFORATED PIPES NOT TO SCALE 0"-8" O/A/E LOAMY SAND SECTION A-A I HEREBY ATTEST THAT I AM A CERTIFIED SOIL EVALUATOR IN THE COMMONWEALTH OF MASSACHUSETTS. GENERAL NOTES: AND THAT I WAS PRESENT FOR THE SOIL TEST AND EVALUATION. 8"-36" B, GAMY SAND 10YR 5/6 - 1. THIS PLAN IS FOR THE CONSTRUCTION OF A NEW SEWAGE DISPOSAL SYSTEM. --ISTE--- -----NAME------ 2. PLAN REFERENCE Bk 94 Pg 47 LOT 161 A BARNSTABLE REG. OF DEEDS. ' 3" THIS PLAN IS FOR THE INSTALLATION /REPAIR OF SEPTIC SYSTEM AND NOT TO BE USED FOR SURVEYING AND ZONING PURPOSES. DESIGN DATA:. 4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. 36"-120" C MED: SAN 10YR 6/4 NO H2O TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS ENC'D FOR THE SUBSURFACE DISPOSAL OF SEWAGE. TEST HOLE 2 DATE: 12111103_ ELEV._90.8 NUMBER OF BEDROOMS 5. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN GARBAGE DISPOSAL NONE_(9�_____ 12" OF THE FINISHED GRADE. DEPTH HORIZON TEXTURE COLOR MOTT, OTHER 6. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE TOTAL ESTIMATED FLOW 220_____ GPD SAME, UNLESS NOTED BY FINAL CONTOURS. ( 11(L_- -GAL/BR./DAY X 2____ BR. 7. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE 0"-8" 0/A/E LOAMY .SA D OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR SEPTIC TANK CAPACITY _MQQ_OAL__ WITHIN 10' OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS UNLESS NOTED. Q LEACHING AREA REQUIREMENTS 8. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL 8"-36" B LOAMY SAND 10YR 5/6 SIDEWALL AREA 0___- GAL./S.F. BE MORTARED IN PLACE. BOTTOM AREA _4�2 GAL. S.F. 9" NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO LEACHING CAP.(BOT. & SIDEWALL)_ 333 _ GAL. OBTAIN SUCH DETERMINATION FROM APPROPIATE AUTHORITY. 10. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF 36"-120" C MED. SAN 10YR 6 4 NO H2O ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. / ENC'D RESERVE LEACHING CAPACITY _33_3____ GAL. APPLICANT: LARRY BEARSE DATE: 12/11/03 SHEET 2 OF 2 JOB # 1330