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HomeMy WebLinkAbout0134 MILNE ROAD - Health (2) 134 MILNE ROAD Osterville A = 119 065 r TOWN OF BARNSTABLE LOCATION In M (he (ZA SEWAGE# VILLAGE OS+ecu i IIt ASSESSOR'S MAP&PARCEL �) INSTALLER'S NAME&PHONE NO. �=.kdk f SfQnl. U t Z>y-23')-1380 SEPTIC TANK CAPACITY 16Wj aal n + EFXiSfN 1000 4cifan LEACHING FACILITY. (type) 2Ali�t C�.aa6s<1420)(size) Z,81 X 2S NO.OF BEDROOMS 3 OWNER o PERMIT DATE: 2a13 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& �� W P to N ohs w � i� . 0 O ' 3 Z 9 `\ Town of Barnstable P# /zk i `i Department of Regulatory Services 2 0F1Mt:to r' Public Health Division Date /0/3 3 w ! >.q. CW 11 „P . 200 Mai n Street,Hyannis MA 02601 ; . + � BA HNSTA n1.F,• Fee r Pd. Y MASS. '� i6}o�m �/ �,��� Date Scheduled ,�+, ®®®���(((��� ���.000 Time Soil Suitability Assessment f ewa e i SWI I'crfiitrncd 13y: / g,r Witnessed By: - LOCATION &i GENERAL JNFORMATION I_oca+ion Address 134 Milne Road Owner's Name Errol Thompson Ostervilee,MA Address 134 Milne Road,Osterville Assessor's iblap/Parcel: 119/065 Engineer's Name Shawn Maclnnes,PE N13W C0i\'S'l RUCTION REPAIR X Telephone# 508-274-2091 L.andlJsc �ar,�/,✓ Slopes(%) O —1 Surface Stones �CJUNLC Dis+an(:es From: Open Water Body 7/fQ ft Possible Wet Area N14 ft Drinking Water Well ft 0 _ w Drainage Way 7 SU ft Property Line 30 ft Other Fib: ft C) S K I-ITC R:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) f M ' CC Or zD5.39 V 01 O 4 0 � O D a NON y q{ NO OF + O O < O N W 34 4A m �z I o { rn A V i < wAm-VIA CS ----GAS �Os R 9 3,W PAVED DR+VEWgy a � < ;\\ W0 Parent m:::crial(geologic)l L4C SAL a Depth to Bedrock Depth to Groundwater: Standing Water in Hole: 7 1 Zy Weeping from Pit Face 6r✓C Estimated Seasonal High Groundwater ?U �� DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Indcs "cll 9 Reading Date: Index Well level Adj.factor Adj.Groundwater Level to DEEP OBSERVATION HOLEHV# Dcpth fn.nn Soil Horizon Soil Texture Soil Color' Soil Other SurGicC(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel) G- IZ A SL /oYR %( S 120 C M S Z,_y DEEP OBSERVATION HOLE:LOG Hole:# I)cpih I'rrnn Soil Horizon Soil Texture Soil Color Soil Other Surf❑ r t in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel) i2 3 L S > T _35 - t2e, C DEEP'OBSERVATIM HOLK LOG Hole#.Y I)cpih Crum Soil Horizon Soil Texture Soil Color Soil Other Sill!,I c(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel) DEEP OBSERVATION.HOLE LOG v Hole# U--pth from Soil Horizon Soil Texture Soil Color Soil Other Surlr: (in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel) Flood Insurance Rate Map: / Above 500 year flood boundary No_ Yes Within 500 year boundary No— Yes Within 100 year flood boundary No— Yes y No. V 013 f Fee 11_�0 THE COMMONWEALTH OF MASSACHUSETTS Entered computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Zipplitation for Bie-posal 6pBtpm Construction Vennit Application for a Permit to Construct(X) Repair( ) Upgrade Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 14 f O ner's Name,A dress,and Tel.No. 9�—2 —4 M _Ip r• Assessor's Map/Parcel 134 /�I ,`tk Ins�IleF�``'s Nam Ad ss nd Te. o. ���'Z� "�3�� Designer's Name'Address, d Tel.No. f;�r-w.t fON t; .c IS pl�lu�R� �L,nnQS V Jn5 Type of Building: Dwelling No.of Bedrooms Lot Size U,,41Z , rc sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures. Design Flow(min.required) DP gpd Design flow provided 3'ie gpd Plan Date—a— 1 5 d Number of sheets Revision Date /VA Uftek b06 bcSI(r�j Size of Septic Tank 003 Type of S.A.S. C Ai"16t'Q S tm !Ta,J Description of Soil SE r -TF_.S-r AoLr- Ltd(TS Nature of Repairs or Alterations(Answer when applicable) Y C'14- ten,S � � U04r`�,I,c 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 Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed lr"�*)— Date 6-19•-1LI Application Approved by Date — Application Disapproved by Date for the following reasons Permit No. B _ 6 Date Issued a 72 No. V — ' / f a 3 Fee / THE COMMONWEALTH OF MAISSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION TOWN-OF BARNSTABLE, MASSACHUSETTS 01ppritation for -Misposal 6pstrm;Construction 3permit Application for a Permit to Construct Repair( ) Upgrade�O Abandon( ) ❑Complete System ❑Individual Components Location Address,;or Lot No:�3 � �� � O ner's Name, dress,and Tel.No. oser�:(kC�v1 M 1Mp�vr . Assessor'sMapbarcel �O U06 IN /ti1,i,rtq oSA 9J Ins lle 's Nam: �c�ces d Tel. o �74 ZS -T38� Designer's Name Address grid.Tel.No. '10 5 i0/�� �C �1 S GlUe � ANTE RD. g o 1')-,k—2c •��. �eCnn�S C�.anSvl�yn5 "°• ARs MA MA OLr-4 S \oP< tXn /4 4 o253). �a Type of Building: V Dwelling No.of Bedrooms Lot Size U,q Z ACC-C sq.ft. Garbage Grinder.( ) Other Type of Building No.of Persons 2 Showers( ) Cafeteria( ) . Other Fixtures Design Flow(min.required) 330 gpd Design flow provided 3 4e gpd ` Plan~ Date 1 ^ ' Number of sheets , Revision Date /V/A Title SEP-TIC SYST,6!- UpGfLAOX OESI(r1J .. j. ` Size of Septic Tank 1000 Type of S.A.S. (:u A M Be2 s IN S'TC31J Description of Soil - SEE 'r&S-r AoLi; LO(r-S l Natur of Repairs or Alterations(Answer when applicable) 1�1 ficr of V;ocrmM s 3 IL 1 up 9� z 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 Certificate of. Compliance has been issued by this Board of Health. Signed i,'t-7"'"7`-s^-. Date �.!• 11f -'Application Approved by Date Application Disapproved by Date for the following reasons 'r _ . I Permit No. a)d l '765 Date Issued `------------------- ------ ---------- --------- --_ ----- - - _ _ - - - - - � 4 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS j Certificate of Compliance THIS IS TO CERTIFY,that O ewa osa system Constructed O Repaired( ) Upgraded( ) Abandoned( )by at $ 39 /•[1 I rk, r l d S+ery(I'Z has been constructed in accordance with the provisionsi of Title 5~~and the for Disposal System Construction Permit No. dated Installer G( In 51U{'Jl:: L Lc • Designer . ACC 1 r< Q S Cu, l •, J #bedrooms Approved des' flow d gpd The issuance of this permit shalhnot be)onst ed as a guarantee that the system 1 c'on/as/�eles e . Date Inspector (/! VW, 'L' t ` = - -- - ------ -- --- - - -- -- - - -- - -- - - - - --=- --- - ----- - Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS misposal 6pstem Construction permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at j�� M A tN� y'A j 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 be cowleted within three years of the date of this permit Date a (go I Approved by C Fw Toviwn.of Barnstable �� ►° . Regulatory Services $ x { `Richard V.Scali,Interim.Director,.MMSTABM rv, MA Public Health Division' i619 Thomas McKean;Direet6ir ; 200 Main Street,Hyannis,MA 02609� , r Office: 508-8624644 �.. '' r, f. k, "' . a -.: :. Fax':"508490-6304� ":Installer& Designer Certification.Form ; Date: y Sewage Perm►t#,`k'1 tj6T- Assessor's Map\Parcel Designer: t+Awti h c L"Er--; �L; ' Installer:: Fare,♦- SfbIAt UC 7�. `l'.�' ` X f s; 21$A [ ccQ.: `l�ane°[toga .Address: ( 3p,r 2 � Addres t C sAy 7"z.ncc+ '�b4 Oi�'37" � Nacdri2�. `:/�1�' OUgs, On 1 —9.G)3 .1=ir4V: SfivK t:(C was issued a permit tb install a �' F ' (date) ;` (installer) _ a septic system at 3 y Mi t.iU C. 2oA-c=� a based on a design drawn by;. y (address) . .S(-#�Lw,y. c�uNe"')' �E dated`�''v11 (designer) � � 1 certify,that`the septic system referenced above was'installed substantially according to #= the design, which may include iiinor appr'ovedL:changes;such as lateral relocation of;the ; distribution box and/or septic-tank. Strip out,'(if•required)'.was.inspected and,the'soils were found satisfactory ". 4 qq � Y s + �, t�"v -+E�� � N I certify that the septic system referenced,-above was installed with=major changes (i e greater than 10' lateral relocahon,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.designer'to follow.,:Strio out(if required)wa-s'inspected'and the soils were found satisfactory. I,certify that the system<referenced above!was constructed iri compliance with the terms ~ , of the IAA approyal:letters{if applicable_) IgGy., Oi 'g� +a t h,'+• .. ' a t - -2 ' 'mot. 'T m ..�'•SHAWN- ': w1t *LJ"� r $ r�/�: i W o MacINNES a (Insta ees ignature). No 41328 r ¢ o� e 0 Fc o �w /� t zr%11< k (Designer's Signature) -� , ' (A fix.Desi a p.Here) 3 PLEASE RETURN TO BARNSTABLE PUBLIC i HEALTH'DIVISION:"CERTIFICATE, 4. OF COMPLIANCE`WILL NOT BE .ISSUED UNTIL.BOTH THIS FORM ,AND AS .1 t b . BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. - - QAScptic\Designer Certification Fonn Rev 8-14-13.doC '' •; a No.0 Fee L THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ftplitation for Disposal *pstem Construction 3pPrmit Application for a Permit to.Construct O Repair( )� Upgrade Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Lay(A( �%Z i Owner's Name,Address,and�Tel.�1�� �s ®-- �(�'290 L.P+r1 9 J � Assessor's Map/Parcel (ICI — 119 6 6, /'J N1 � PO OS X ulut- Installer's Name,Address,and Tel No. Des* Is Name,Address,and Tel.N spy -ZO Q/ 60V9�FkeLD SLAM itt (6Lf S VC. l�1 N C[NN FS CON�vlrT1 N I SE( S� [ ,C Si�ND f�( f�a 6a,. Ll&a �•se�NOW(al o 1 3 Type of Building: Dwelling No.of Bedrooms 3 Lot Size Q#4 a AC Qf sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) O gpd Desi ow provided 348 gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alt era t4(o Ab O JCr 10 q - SAtq E- 'N U I IR t7*k-, (7i:!-, Ge0 f cg3 K S jam L I U P OZ A Y)I N [ C__ V Date last inspected: ' Agreement: The undersigned agrees to ensureQHe struction and ma' tenance of the ore described on-site sewage disposal system in accordance with the provisions of Title 5 ofironmental Code an to pla th system in operation until a Certificate of Compliance has been issued by this Board o Signed Date Application Approved b Date Application Disappro / y Date for the following reasons Permit No. 00 1 q 6 5 Date Issued -------------------- THE CO EALTH O SSAC SETTS BARNSTA LE . SSACHUS TTS Certifi of Compliant IS TO CERTIFY,that the On-site. n-site Sewage Disposal stem Constructed ) Repaired( Upgraded( ) Abandoned( )by at na� % has b n const cted in accordance with the provisions of Title 5 and the for Disposa System Construction Permit o 13- qlh dated Installer Designer #bedrooms 3 Approved design flow 330 gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector No. ` `tbs F Coo ee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pstrm Construction permit Permission is hereby granted to Construct(K) Repair( ) Upgrade( ) Abandon( ) System located at 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 be completed within three years of the date of this permit Date /%�1i Approved by ( rNo.0 1-7j Fee� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 4plication for disposal *pstrm Construction Permit 1 Application for a Permit to Construct Y" Repair( ) Upgrade Abandon( ) E,Complete System ❑Individual Components M` Location Address or Lot No 43`I m Ow_ne 's'Name,Address,and Tel. o. � -eS6 Assessor's Map/Parcel f 1 l i g Q 6 l 3(( (VI/LN E� PD...CZ i epula f Installer's Name,Address,and Tel No. Designer's Name,Address,and Tel.No. SO& -d 7 E/-2_•b R/ (;Ot75t l c.l� S�\td %tk`T(bt4 S VC-- Nl{ C J N( ,!F S CON&LA TI R G IV- ge C _5 44) ucf1 MA tea Q0-f, lid ,a , E SOWOWICN' 1,1/4 ©AS 37 i Type of Building: f 'Dwelling No of Bedrooms 3 Lot Size Q•4;� K K sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 33 O gpd Desi ow provided 3 4 gpd Plan. Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs orAlters i swer-v�teit-appkeable rl ID i r 1 3 P$ l (U i"(C(> . 2:n:6 £S )tyt S (Z A 1')1 t"J ( C_ .I...ci L V i Date,lastinspected: Agreement: The undersigned agrees to ensureQHe struction and mai4topla e described on-site sewage disposal system in accordance with the provisions of Title 5 ofvironmental Code asystem in operation until a Certificate of ti Compliance has been issued by this Board It. j Signed Date Application Approved b Date /Vzi Application Disap proveEr by Date for the following reasons T i Permit No.Zo 1 3 y` 5 Date Issued /( L+ ' -2,01-Is -•y-y --------------------------`------------THE COMM------EALTH O N>fASSACi USETTS------------------- - ----------------- - tx 1 BARNSTA LE SSACHUSTTS Certifiiar p of Compliatt THIS IS TO CERTIFY,that the On-site Sewage Disposal stem Constructed ) Repaired( Upgraded( ) Abandoned( )by v at . AA (L tJC D Dom[=Ak/lL4 C has been const eted in accordance with the provisions of Title 5 and the for Disposal System Construction Permit 6 g dated Installer Designer #bedrooms 3 Approved design flow 330 gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector -----------------=-----=------- = - ---_ --=--=--_ - - ------- -- ---- --------- No..ZO j ` t46! r` Fee THE.COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS .; is osaC �pstetn �olYstrft tiorr Permit Permission is herebyanted to Construct'y Repair Upgrade Abandon r �' (�)' P ( ) Pam' ( ) ( ) System located at 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 be completed within three years of the date of this permit Date Approved by Main House.,Firs t F owe i fff 4 � ' I L Bed ROOM Dining i ��6YbYW'JbLmar.•nwr...w-r-:e:a+kntW:ru: •.•.. - .: n.+.�- "+w+n�.:e+u�v �a:r.ar�woni... _..".r - 1 ��y+'�( - _ Hall r i Bar � - Rooms _ �`itchen I :I Ia I i �I i. 3 z _ 9 a t i i /J VI ry k* 33 IE Bothroo 3 A s J a LO j } 9/30/7013 I1:30 AM 3'3' F ,. • , _T Z , o GELLAR•S-A511 ul RM 0 w — C1 , ---- - - -- --- ,h 6k 8 -- per' n O lP C 5. + a U i 9 fn 0 t X m M "' M y w Th. t 0 A DS ' h1 o � THOMPSON RE5IDENGE1-111-t . .rts a - o > N 134 MILNE ROAD, MA_ nq Io li rot v r ARC HITEC I URAL DES[CsN SC7LiJTIC7NS 1 I.'Itn.'1 "t k r - +m aatipee, mica _ tel 508-477 t3930 •. - -- .i. 1 er1 F ': 11 u• .. eapehotvsep1-.1ns<Vagl.eorn - ee1.1- 774-487-009.3'. - FOUNDATION PLAN 71 1IM. 1II Y^ r - W III✓f.Iw 9/30/7013 1h30 AM e 4,I/7'A V:I 1/Y'. -I'.0 1:7' 1 " %'7 1/4' �'.II/]' • - C 71 t ? I ----------- �I AOV476d8 , - 2" D21 I .L_�—.A� /]__.. __—_ —Ib B/2"-- �— —__.. 7'4 4'.9 I/ -_ - 7_ ADH 7640 - 4 314- u . V Y CT n 10-0 79/3z. 9'-lo s/3.l 9-Io Sax .~.I v9 4.• _ . .l • r i D n >s UA Corti k � r4�a rn n y9 C i co xi n THOMP50N RE51PENCE ADS t f PI ' - II F+.`Sllrlll l f 11 1 1 1 - 154 MILNE ROAD,05TERVILLE,MA • N � s .ore �•c.�� ARC HTTEC,T'U'RAL DE�[C�N SC7LLJTIC7NS ' A Ire••e,c8'uulnr�^sMll lY 1/�1 • ---- _ ------ ---- — ----_---�_=L— _—_ —_=____ __ D _ _ l tM tten4p f 11 de•Byr+ l - - �`v., �. � -� - -• I t fn t�� mg.l .r miaskiprc m.a. cel- 508-477-8930 p �, Ar'1Il t pl Ve Icrl P Ilr)f�y,,, p„a o q lIP 4 et lj rsw• ' �' eapehc,ti rpITAnsOVac t.cc>rn cell- 774-487-0093 FIR5T FLOOR PLAN - - to In- aamull.m ro-rt,wry .. • I=r nlc.<:1IOn Acl'OI ISM_ 9gCI'al?n:5o nM , r ' 1'-4 5/+•• , 1'.11/4' .•`r.l l/4'Y• T.4.3/4 . . n o- yz 5 0 u - - --------- >° D __ x 1 • _ -,2 -------------- 4-a. -------------_j 5o_ , .. t s- _comiwo , a cmX �r co �,n o t � u nm k1I1 ADS THOMPSON RESIDENCE xll�'ry'a l 1 P n61 - o A ; 154 MILNE ROAD,05TERVILLE,MA 41M m o a o dl� r n nn ARC HITECTURAL_L7ESiCi'N SC _u IC7NS r`, �D �„ •+* ffOr tmlir r,q tug A r m>•rahpee• ma .. - cel- 508-477-8930 ki V' :a r, M I11 I nl D ryt u tlo n Iq p, .e the ' r.�peFicnrse.plcansCtiaol.<x>m cell.-:774-487-0093 - 5ECOND FLOOR PLAN oiti aoei� irrx tart'Ig - i5'.�let.l l[in nc1-el"Mo a .. , - f VENT PIPE SCHEDULE 40 PVC 9" MIN. COVER G" RISER COVER TO BE WITHIN G" R15ER COVER TO BE WITHIN G" WITH CHARCOAL FILTER TFP MIN. COVER TO OF FINISHED GRADE OF FINISHED GRADE MIN. 24"TALL ' TOF = 35.30 d y�„ir�reen t ram} , ACCESS PORTS .w cuslo eu*wfi t os ohs t3ulAfE s WATER TESTED FOR LEVEL t.-. 4' 34.00' 34.00' +/-PE PVC EXISTING PIPE 4" SCHEDULE 40 2' LEVEL PVC PIPE S= 0.02 FT/FT . g !r .. S= 0. !4 FT/FT � �y,n Y r 1 O.O +/- LF 'Y r x ,�. 2 PEA5TONE 20.0 +/- LF " a LIQUID LEVEL t2O .01 FT/FT ��� S= 0. 17 FT/FT 30.50' 1.0" 14" 1 G.0 +/- LF +/- tF ? PIPE INVERT 0 2 9.76' 2' LEVEL C7 0 C7 C7 C7 C3 C3 C] CI Ci C7 G 32.97" +/- 4' 32.52' 29.76' ' GAS BAFFLE C] C3 C3 C 3 C3 C3 C3 EXIST. PROP. TANKS tnd Sca MethaisstChurch EXISTING PLACE D-BOX ON 6"OF 29.50' C3 C3 C3 C3 27.50' BUILDING 32.77 osrrwrue MECHANICALLY COMPACTED 4' 17' gyp""Y STONE _ I _ 3/4"TO 1 1/2" 5 �tis DISTRIBUTION 2 - 500 GAL. PRECAST CONC. LEACH DOUBLE WASHED STONE EXISTING 1000 GALLON BOX CHAMBERS (1-20) 4' MIN. SEPTIC TANK h-20 _ 4'-►0"X 8'G"X 3'-0" LOCUS MAP AREA = 12.8'X 25.0' H- 1 O NOT TO SCALE PROPOSED 1500 GALLON SEPTIC SYSTEM PROFILE GROUNDWATER ELEVATION 23,50' (SEE NOTE I6) SEPTIC TANK NOT TO SCALE H- 10 IUI L N E BM BOUND NOTES: 103.05' ROAD ELEV. 33.3' DATE: NOVEMVER 14, 2013 HEALTH DEPARTMENT:DONNA MIORANDI TEST HOLE 1 -GSE - 33.5 SOIL EVALUATOR:SHAWN MACINNES 1 . VERTICAL DATUM: BOUND ELEVATION = 33.30' (ASSUMED) 555°1 6 51 "E DEPTH FROM SOIL SOIL OTHER 2. SEPTIC 5Y5TEM SHALL BE INSTALLED ACCORDING TO 310 CMR SURFACE HORIZON TEXTURE COLOR MOTTLING (STRUCTURE, 15.00 (TITLE V) AND THE TOWN OF BARNSTABLE BOARD OF HEALTH (INCHES) (USDA) (MUNSELL) STONES,ETC.) REGULATIONS. 3 Q 0-12 A SANDY LOAM I OYR 4/2 3. ALL PIPES SHALL BE 4" SCHEDULE 40 PVC 1 2- 39 B SANDY LOAM I OYR 51G 4. THE DISTRIBUTION BOX SHALL BE WATER TESTED TO INSURE LEVELNF-55 AND EQUAL FLOW. 34 39- 120 C MEDIUM I OYR Gf4 5. THE INSTALLER 15 TO VERIFY THE LOCATION OF UTILITIES AND SAND k'- SEWER LINE ELEVATIONS PRIOR TO INSTALLATION. 3 G. SOIL ABOVE C LAYER(SHOWN ON 501L LOGS) SHALL BE REMOVED AND REPLACED WITH CLEAN SAND ACCORDING TO MASS. LOCAL 5PECIFICATION5 IN THE S.A.S. AREA. < 7. EXCAVATION FOR AREA WHERE FILL IS REQUIRED SHALL EXTEND 5' �34 LATERALLY BEYOND 5.A.5. 8. SYSTEM 15 NOT DESIGNED.FOR GARBAGE GRINDER. DATE: NOVEMVER 14, 2013 HEALTH DEPARTMENT:DONNA MIORANDI 9. ALL PRE CAST UNITS ARE TO BE PLACED ON G" MIN. CRU5HED TEST HOLE I -GSE - 33.5 SOIL EVALUATOR:SHAWN MACINNES DWELLING #134 � STONE, MECHANICALLY COMPACTED. SOIL soil 10. MIN. PIPE SLOPE 1/8 IN/FT, 114 IN/FT PREFERRED. LOT 1 8, I JB S W DEPTH FROM SOIL SOIL OTHER Q. �. > SURFACE HORIZON TEXTURE COLOR MOTTLING (STRUCTURE, 1 1 . MANHOLE COVERS ARE TO BE WITHIN 9" OF FINISHED GRADE. TOF 35 30' (INCHES) (USDA) {MUNSELL) STONES,ETC.) 12. SEPTIC TANK TEES SHALL CONFORM TO MA55 * LOCAL (ASSUMED) o O-12 A SANDY LOAM I OYR 4/2 REGULATIONS. w N 12- 39 13 5ANDY LOAM I OYR WG 13. ALL STONE 15 TO BE DOUBLE WASHED ACCORDING TO MASS. Lu I5TI G 10( p4 LOCAL REGULATIONS. o ALL N PRECAST 39- 120 C SANDUM 1 OYR G/4 14. GROUND COVER OVER SYSTEM COMPONENTS SHALL NOT o a EPTI TANK 01-1 O) EXCEED 3' UNLE55 COMPONENTS ARE H-20. 4. p 15. CONTRACTOR TO NOTIFY HEALTH AGENT AT TIME OF EXCAVATION TO VERIFY 501L A1350RPTION MATERIAL IS p 5AT15FACTORY. 34 1 G. CONTRACTOR TO NOTIFY HEALTH AGENT AT TIME OF 0) NO GROUNDWATER ENCOUNTERED AT 1 20" ELEVATION 23.50' EXCAVATION TO VERIFY 4 FEET OF SUITABLE MATERIAL BELOW 501L PAVE E T CUT LINE PERC AT 42" - <2 MIw1N PERC AT 25 GAIs. ABSORPTION SYSTEM, GARAGE PAVED DRIVEWAY 2,g EX15TING LEACHING PIT DESIGN CALCULATIONS: LOCUS INFORMATION D-BOX �� REMOVE * DISPOSE AND (H-20) / NUMBER OF BEDROOMS: 3 CURRENT OWNER: ERROL M THOMP50N TK. O O REPLACE WITH CLEAN FILL GARBAGE D15POSAL UNIT: NONE TITLE REFERENCE: CERTIFICATE: 131 184 o PROPOSED PROP. A55E55OR5 MAP/PARCEL: 1 19 - G5 ADDITION PAVE O TOTAL ESTIMATED FLOW: (I 10 GAL/BEDKOOM/DAY X 3 BEDROOMS) = 330 GPD LOT 51ZE: 18, 195 S.F. tn' REQUIRED SEPTIC TANK CAPACITY = 200 % = GGO GALLONS FLOOD ZONE: ZONE C 20 8 N ACTUAL TANK 51ZE: USE EXIST. 1000 GALLON H-10 # PROP. 1 500 GAL. H-10 PROPOSE 15 O 0 LEACHING AREA REQUIRED: GALLON KEC T 501L CLA55 - I SEPTIC T NK( -10) PRO 0.0 PERC RATE - <2 MIN/IN. Date DESCRIPTION Drawn Checked SEp F p' LTAR- 0.74 GPD/FT. R E V I S I O N S ORCh 5.A.5 - 2 500 330 GPD/ 0.74 GPD/5.F. = 445.95 SF USE: 44G 5F GALLON LEACH LEACHING CAPACITY: SEPTIC SYSTEM UPGRADE DESIGN PROPOSED Of WITH 4 FEET OF CHAMBERS ( 2-500 GALLON LEACHING CHAMBERS (H-10) WITH 4' OF STONE ON SIDES FOR WING COMPANY DDITION SIDES = [(25.0' + 12.8')X 21 X 2 = 1 51 .2 5F OF=35.3' STONE ALL BOTTOM = [(25.0'X 12.8')] = 320.0 5F AT AROUND TOTAL AREA = 471 .2 SF 134 M I LN E ROAD IN TOTAL CAPACITY: OSTERVI LLE DE K 471 5FX 0,74 GPD/SF = 348 GPD "O OF SATE PLAN �P` 0 ot'� SHOWN cyG� SCALE: 1" = 20' DATE: NOVEMBER 15, 2013 11 - � 201 ClVIL( MacI 1 N MACINNES CONSULTING / 1L No.41328 �� 70•40, / P.O. BOX 1182 -N7g°�6'3o"W ! p0NAL E�' � EAST SANDWICH, MA 02537 (508) 2742091 NOTE: THE PROPERTY LINES ARE APPROXIMATE AND ARE COMPILED FROM PLOT PLAN AT 134 MILNE ROAD IN BARNSTABLE MASS. BY CAPE5URV, DATED ENGINEER SEPTEMBER. 19, 2013 AND 15 NOT INTENDED TO BE A SURVEYED PLOT PLAN. IT SHOULD BE USED FOR NO PURPOSE OTHER THAN SEPTIC SYSTEM DRAWN BY: SGM INSTALLATION 1 3- 3 3 4 CHECKED BY: SGM SHEET ! OF i -- -- ---- _ -- - ----- - - ----- - ---- --- - - - - - - - - --- - -- - - _ _ - _- -