Loading...
HomeMy WebLinkAbout0110 MEADOW LANE - Health 110 Meadow Lane West Barnstable N fl (n A � e No. V�}�' Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 4pliLation for Misposal *pstem Construction 3dermIt Application for a Permit to Construct IN Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. I tb Me jOw {.aAp Jx4S jupvner's Name,Address,and Tel.No. Assessor's Map/Parcel n U/[ �eW 0 to.q I e- S"B�'9 yL'OS�Lr Installer' amp„ ddre s,and Tel.No. l fcai��i` Designer's Name,Address,and Tel.No. Jam -V'fd°8,F 9 sin' � ��1fe /'►'JcE�fee �- 47-�3/3 Type of Building: �/ ` Dwelling No.of Bedrooms `"� Lot Size sq.ft. Garbage Grinder( ) Other Type of Building /9/o tyl—p— No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided f f ! gpd Plan Date a l Number of sheets 19 Revision Date Title Size of Septic Tank (J 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 5 of the Environmental goe and not to place the system in operation until a Certificate of Compliance has been issued by this Board f H Signe Date a Application Approved by Date J Application Disapproved by Date for the following reasons Permit No. 0 ( Date Issued ' No. I V "'� Fee Y THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ` PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes JtlfltatlDn for Dispovia�Fftstrm Construttion Permit Application for a Permit to Construct(>� Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. rip tnaddaw ),.Ov e '47 f Owner's Name,Address,and Tel.No. Assessor's Map/Parcel - 0 affi AP u/ Q 1CO/!,e I/ Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. �'% 7-.73/3 rly If-Type of Building: Dwelling No.of Bedrooms Lot Size � sq.ft. Garbage Grinder( ) Other Type of Building / �� ¢ No.of Persons Showers( )(Cafeteria( ) Other Fixtures _ Design Flow(min.required) / gpd Design flow provided �J [ gpd Plan Date Number of sheets Revision Date Title I I N Size of Septic Tank Q Type of S.A.S. Description of Soil - / _� .Q l '�3, Sr X 0 I X 2 _,. 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 Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Heaktl? Signed Date Application Approved by A _r> Date Application Disapproved by Date ' for the following reasons Permit No. 0 l o �� _ Date Issued h/ . t -7 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certifitatr of Compliante f THIS IS TO CERTIFY the On-site Sewage Disposal system Constructed( Repaired( ) Upgraded( ) Abandoned( )by Q _T �p,4 at dr l P - It has been constructed in accordance with the provisions o itle 5 and the for Disposal System Construction Permit No. .2 o l 7-0 o(,dated // . / 7 Installer TP t,rriJ�� f, Designer #bedrooms _ Approved design flow q—V U gpd The issuance of this permit sha• not b construed as a guarantee that the system will fw c itit o de e Date 14101'3 Inspector Znn1 ( ------------------------------------------------ No. v + �"1�( Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS ]Disposal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair(J/ ) Upgrade( ) A andon04 ( ) System to ated at ' j ,/� !/,r� ,n f /A/ ¢ 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:Cons tion must be completed within three years of the date of this permit. Date� / ��/i Approved by I?,.., Town of Barnstable Regulatory Services Richard V.SWU,Interim Director MMSTABIA 6`9. �0� Public Health Division Thomas Mclean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 installer.&Desi ner Certification Form Date: 10 10117 Sewage Permit#. Assessor's Map\Parcel 133-0z9 Designer: i n c. , installer: - ca opt:s hS}ry a l-:e Address: lZ W, Address: 371 Se,rar•to t2J �or2SgEQ llA BGb�y � °�.i� MA On Tg�►�v�`s �a"; was,issued a permit to install a (date) (installer) septic system at WO o mcgdo-v to I bi. &0rtS tg Q{ based on a design drawn by �7 ) `elm f i. 1M�.1✓n+kQ (address Evict �.ng Way-Ltj j&t C dated /21 S(l G (designer) ' X 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. Strip out (if required) was inspected and the soils were found satisfactory. 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 designer to.follow. Strip out(if required) was.inspected and the soils were found satisfactory. I certify that the system referenced above was constructs nce with the ternns of the I\A approval letters (if applicable) HOF -PETER T. ,.. "CP11 ctvlL sta ler's Signature) tvo.35tog �+ 9FQfSFER�� (Designer's Signature) (Affix Designe tamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTA DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE -ISSUED UNTIL BOTH THIS FORM. AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC UEALTH DIVISION ` RANK YOU. 0;\Se0fic\Dcsi.gncr Certificati.on Form Rey 8-1413.doc -.011 No. Fee BOARD OF HEALTH F TOWN 0 '­,BARNSTABLE 21ppricatiou _for Veft-cougtructiou Verm t A tion is ereby made for a permit to Co struct( ter( ), or Repair( ) an individual well at: Location-Address Assessors Map and Parcel i Owner Address H CJ,Nr(-i h0LyV C—'A 4,r. /Aid (�i i�,1i ��,e r ( �s � Installer-Drille �— Address Type of Building Dwelling _ z Other-Type of Building No. of Persons Type of Well Py C, Capacity Purpose of Well � � Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Prot ion R lation-The undersigned further agrees not to lace the g g P "'--'j3vell in operation until a Certificate of C ce been ued by the Board of Health. Signed r f at Application Approved By 641(" �// Date Application Disapproved for the following reasons: Date Permit No. Issued D e BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Motu fiauce IS IS TO �FRTIFY,that the individual well Constructed Altered( ), or Repaired( ) V / i Installer at e Z (Z has been installed in cordance with the provisions of the Town of Barnsta 1 Bo ealt rivate Well Protection Regulatio as desc ' ed in the application for Well Construction Permit No ated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector ------------------------------------------------------------------------ ----------------------------- No. Fee BOARD OF HEALTH TOWN OF BARNSTABLE 4 r-� 01pprication -for Yell Con6truction Permit t Apgication is hereby made for a permit to Construct( o ter( ), or Repair( ) an individual well at: Location-Address Assessors Map and Parcel M oA L�-w (), com t k ki.AE�, Owner Address Co Wet) "-C�)- klwe.ws�--e-v Installer-Drille T Address �� Type of Building Dwelling Other-Type of Building No. of Persons Type of Well q PV C. Capacity P K J � d r Purpose of Well Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the f Town of Barnstable Board of Health Private Well Protectionegulation-The undersigned further agrees not to place the dwell in operation until a Certificate of Co0—V1 ce has*been rs�ued by the Board of Health. Signed � ! / Dater P Application Approved By /Date Application Disapproved for the following reasons: l i � Date Permit No. �a Issued e / Dafe o>da—>000e—evao4oa_veav—e_—moemoa—evm----------ev__e-----_oee..—m_—»---------..----------------- �.�. BOARD OF HEALTH TOWN OF BARNSTABLE i THIS IS TO CERTIFY,that the individual well Constructed/Altered( ), or Repaired( ) { Installer at \Z has been installed in'ccordance with the provisions of the Town of Barnstabl Boaz ) ealth�Private Well Protection Regulatio as desc•Ybed in the application for Well Construction Permit No.r)``�/ ; Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL C SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector ------------ BOARD OF HEALTH TOWN OF BARNSTABLE Vern Con0truction Permit No. fOf Fee Permission is hereby granted to A (Installer to Construct( Alter( ), or Repair( an individual well at: No. C5 o c. r� re 1 _ LCKO «,r Street IVZ/ shown on th applic v *on for Well Construction Permit No. W— asted „ I,.—� i Date / Approved ByVff ,}RpEN� r� CERTIFICATE OF ANALYSIS Page: 1 of 1 3 Barnstable County Health Laboratory (M-MA009) 1 �gssa�H�,S+v� Report Prepared For: Report Dated: 2/2W2017 Shaun F. Harrington All Cape Well Drilling Order No.: G1798317 P O Box 126 Brewster, MA 02631 Laboratory iD#: 1798317-01 Description: Water-Drinking Water Sample#: Sample Location: 110 Meadow Lane W.Barnstable Collected: 02/23/2017 Collected by: Robbie O. Received: 02/23/2017 Routine_M ITEM RESULT UNITS RL MCL METHOD# ANALYST ET STED NOTE Nitrate as Nitrogen ND mg/L 0.10 10 EPA 300.0 LAP 2/24/2017 Iron 2.3 mg/L 0.10 0.3 SM 3111E LAP. 2124/2017 Manganese 0.20 mg/L 0.025 0.050 SM 3111B LAP 2/24/2017 pH 7.3 PH AT 25C NA 6.5-8.5 SM 4500-H-8 DCB 2/23/2017 Sodium 9.7 mg/L 2.5 20 SM 3111B LAP 2/24=17 Total Coliform Absent PIA 0 0 SM 9223 RG 2/23/2017 Conductance 140 umohs/cm 2.0 SM 2510B DCB 2/23/2017 Based on the results of the parameters tested, the water is suitable for drinking, but may present aesthetic problems (taste, odor,staining)due to Iron. Attached please find the laboratory certified parameter list. Approved By: � —b-i (Lab Manager) 12 7 ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level 3195 Main Street, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 r • pF Q�' CERTIFICATE OF ANALYSIS 4 hl Barnstable County Health Laboratory (M-MA009) _ ------........_..._ -- Reclplent: Shaun F.Harrington Matrix: Water-Drinking Water All Cape Well Drilling Sampled: 02/23/2017 11:00 P 0 Box 126 Received: 02/23/2017 13:30 i Brewster, MA 02631 Collection Address: 110 Meadow Lane W.Barnstable Order#: G1798317 Sample Location: Description: RE Kit-110 Meadow Lane Lab ID: 1798317-01 Date Analyzed: 2/24/2017 @ 15:29 Sample#: Analyst: yn Method: EPA 524.2 Dilution Factor: 1 Comment: Water sample meets the recommended limits for drinking water of all the above tested parameters. EPA 524.2 - Volatile Organics by GC/MS Result MCL MIL gesuft. MCL Mo< Parameter ug/L ug/L ug/L Parameter ug/L ug/L ug/L IDichlorod!fiuoromethane ND 4.50 Chloroform ND - sa 0.50 -_..... _ jChloromethane ND 0.50 Is-1,2-Dichloroethene ND 70 0.50 Vinyl chloride ND 2.0 0.50 cis-1,3-Dicldoropropene ND 0.50 �Bromomethane ND _ 0.50 Dibromochlbromethane ND -0.50 j1,1,1,2-Tetrachloroethane ND 0.50 Dibromomethane ND 0.50 1,1,1-Trichloroethane ND 200 0.50 Ethylbenzene ND 700 0.50 1,1,2,2-Tetrachloroethane ND 0.50 Hexachlombutadiene _ ND 0.50 1,1,2-Trichloroethane NDu 5.0 0.50 Isopropylbenzene _ ND 0.50 [ij-Dic-Roroethane ND - 0.50 Methylene chloride ND 5.0 0.50 j1,1-Dichloroethene ND 7.0 0.50 Methyl-tert-butyl ether ND 0.50 1,1-Dichioropropene ND 1 0.50 Naphthalene ND 0.50 1,2,3-Tdchlorobenzene ND 0.50 n-Butylbenzene ND 0.50 1,2,3-Tdchloropropane ND - 0.50 n-Propyibenzene ND 0.50 1,2,4-Thchlorobenzene ND 70 0.50 p-Isopropyltoluene ND 0.50 1,2,4-Trimethylbenzene ND - 0.50 sec-Butylbenzene ND 0.50 1,2-Dibromo-3-chloropropane _ ND 0.50 Styrene ND 100 0.50 1,2-6ibromoethane(EDB) ND 0.50 tert Butylbenzene ND 1,2-Dichlorobenzene ND 600 0.50 Tetrachloroethene ND 5.0 0.50 1,2-Dichloroethane I ND 5.0 0.50 Toluene ND 1000 0.50 1,2-Diddoropropane ND 0.50 Total xylenes ND 10000 0.50 1,3,5 Tdmethylbenzene ND 0.50 trans-1,2-Dichloroethene ND 100 0.50 1,3-Dichlorobenzene ND 0.50 trans-1,3-Dichloropropene ND 0.50 1,3-Dlchlorapropane ND 0.50 Trichloroethene ND 5.0 0.50 1,4-Dichiorobenzene ND 5.0 0.50 richlorofluoromethane ND 0.50 2,2-Dichloropropane ND 0.50.. Surrogates %Recovered QC Lirrdts(ok) 2-Chlorotoluene ND 0.50 Bp- romofiuorobenzene 11S% 70 130 4-Chiomtoluene ND 0.50 1,2-Dlchiarobenzene-d4 116% _70 130 Benzene ND 5.0 0.50 -"- Bromobenzene ND - 0.50 Bromochloromethane ND 0.50 Bromodichloromethane ND - 0.50 Womoform ND 0•50 ,Carbon tetrachloride ND 5.0 0.50 Chlorobenzene ND 100 0.50 K loroethane ND o.5A Attached please find the laboratory certified parameter list. Approved By: (Lab Director) C_ ND=None Detected RL = Reporting Limit MCL=Maximum Cant" aminard LOvc 3195 Main Street, P0. Box 427, Barnstable, MA 02630 Ph: 608-376-6606 Page 1 of 1 TOWN OF BARNSTABLE LOCATION ZLO P oyez LId e. SEWAGE VILLAGE �� Jai,�►.�F�.oa ASSESSOR'S MAP & LOT 0 y INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) god c�► (size) NO.OF BEDROOMS BUILDER OR OWNER Con e- PERMITDATE: 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 - �' 40 J4 �.3 141 t R, N oT Town of.Barnstable P# Departitnent of.Regulatory Services Public Health Division Date y xL+ss A s6;p. pep 200 Main Street,Hyannis MA 02601 EDMKt� Date Scheduled / p', � � Time Fee Pd. - Soil Suitability Assessment for Se e Ds os Performed:By: �� � �'�'`i'� �y2 Witnessed By: LOCATION &.GENERAL INFORMATION Location Address ((C Aleaddc,) (—q AO- Owner's Name 12_,J--h h)y n ud,vp -niS t-f, )✓ Address 2'3-®`_,s7- D of V S 21 J'iLe 121- 2q J-e h arc 276,L5 Assessor's Map/Parcel: 133 Engineer's Name ,Q�r JV7_C Us- . NEW CONSTRUCTION x REPAIR Telephone# j C -7 3 7 Land Use 1 AK-4-A L I , S 4bd 1,aVSlopes(%) z'3 Surface Stones ✓�l'4 Distances from: Open Water Body Z-00 ft Possible Wet Area 7 1?100 ft Drinking Water Well�`S� ft Drainage Way _�AJ/A- ft Property Line , ft .Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) b � v0 N ze iv Z1 y' o Z- CIO �W Parent material(geologic) Depth to Bedrock C) M Depth to Groundwater. Standing Water in Hole: ��n-C . . Weeping from Pit FAce /y arm Estimated Seasonal High Groundwater l 3 2 DETERNIINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in'obs.hole: ____-_� or In, Depth to soil mottler In. Depth'to weeping from side of obs.hole: In, ©roundwater Adjustment ft. Index.Well.# Reading Date: index Well level,_, v..,, Adj,Actor Atj..Groundwater Level , a PERCOLATION TEST bate- Thne Observation Hole# Z Tinto at 9" /8 11 ILL— Depth of Pere 3 2 t 4 -�`' Les S �k h Time at 6" Start Pre-soak Time® I 23 1 �. M`A 1y Time(9"-6 End Pre-soak Rate Min:/Ineh. Site Suitability Assessment: Site Passed; Site Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to bg conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one (1) week prior to beginning. Q:\S EPTICIMERCFORM.DOC DEEP.OBSERVATION HOLE LOG 1101e#, 1 Depth from Soil Horizon Soil Texture. Soikt'olor Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stricture;--Stones;Boulders. ,.i.t_., o, �s v t DEEP OBSERVATION HOLE LOG Hole# z Depth'from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,% It � , Z_ 16 3Z=�3z L tc M t 2' 5--0 DEEP OBSERVATION HOLE LOG Hole# 3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. 16 YA M A4 K.cl -Z-5- �( DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, co (LV z �=3 a � Cs� t a • �� ?-I '�- 6 Flood Insurance Rate Man:. Above 500 year flood boundary No— Yes 'within'500^year boundary No Yes Within 100 year flood boundary No ILA, Yes Denth of Naturally Occurrine 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? �5 If not,what is the depth of naturally occurring pervious material? -- Certifleation I certtfy that on �� L 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 training,expertise and experience described in�10 CMR 15.017. �� Date - � Signatlire�.� / ('— , Q;\S.EpTiLVERCFORM.DOC 4 17ou� 7 + -8ut,- VP NEC_ J L. - -- -— -- _— - -- — _— � VI _ --- --- -- 1/0 /flilit I I . IL�=J I� iIL� i I I!III I � I n I , WASM W_ =� • ;. TI L—f I '' xv 14- T1i1r�i_L-T: T�.1 . • ._L. �_ 7 L I I T I i �---1-.I �lI �1� -LrL �J'Lt�LTI-I❑� I_� t �4 �,.'I� J_ � � / I osT Li-I �iczT P. - 144 �,T��� J_LJ_. I -- �LT I _ \.. •�p�-oPo'SE.o PSEStce�i�c e:: FOP,- ' M-A."A:ouu5'.=r'ir- W E5 S�,A I 'A M,MLGt-1hu t:w�Gz., I c T T I 771 ITf( - - I I - T I :� • -- - .I �� 71..I I --,. _I. 1_ I_�I"1�( IL 'I r 'I � M71 - �I .. LtiL I_. _A I _ I- - .I _ I_J_.. 1.1_-LµI-...I 41 LL�.II III-FL II._I,.A 1 I LLLII.I -I I 11 1IL_ �1- - •� I 1-4i.1,1,1 I I I I I T'IJ I I I LTI 1 I I I �I� I -_ - -'-r ��— �.A I -! I i s , ._1, \ T, II :\ Ll ..l�I r�-{ I I 'III --�_ — cx _ I I� I I - L-- --- iI ' t X,477 I �O� -Fp;LI-X-CF{1 M�.IEY — � �,.. ll� I�A�1�tI Ik/�� • - t � l—L1J -�' I �IJ_L_ IJ—Lr -- I H 'I" 'I : I I - GOLUNIN ,\ I L I. —1•� _.l_—__ __ ______ =.1_�_�.—.._1T-�,...__I`T':—.I __I_1_I�.—:,�..I_ .,.1,.!:_I�. � 1_I . � -P P50_P..05E� Pi E51DL�.JG� FOPj- � I O 1P1.1E. � M __ -E CEV.AT_I O'til Ix to WA'1'L-PaTA�LL ' 2 1`L-2p Ln — . 1!T 34- _'-y r— —O �.I m i7 - _— � O _`�."c'",.L..pc' c° I 2:c - — .1 C1t`.:IwIC:��,P� A 'r�� �I - i rn,. r�•-� A� �. �EOP�.o_o�A � ro" Li , 2 CAR �—.,. -- -- - _- - v,4 I Q. ;I -m FIP�O1 F, To II I I T _ J IS', i Gti �,.1 .4, O •° O I ° 11 _ ' N 7'. - - - _ — LAI_L-C'ON STRU GTIUN� SF-iA�4'@E t>J GONFOPn w.tAtiJGE " 16,p FI,+�.p�-C�LA54 J ..:._.-__-.-.--`' - W(Tii.E --...__ --- --- - GO�-U MwI.°Y _-------- ... ... DES ---- d 'i 1. a '_6P 2-OWiwSCDPyS"ANO IHE CSi ENcHA8��G OEIJri T1�f3�Eo 8l�--P 4FSt-'- I'ot� O 42-IO -T 0," G I - O'I �y --- To-THE.--ST_A13ToJ=_cG.NST.t?o� it SGALE '4' . .p I�Ati1-.��r�-�i_M A�-T_k-l•GW-�GO f1NC1..L 1_CQ-M"GDCCO�Ow �LANt .__— --V�ST'BAPS1JhTA:C�LC�MA55 A��-i-Il:]5��7 I I OOq M EFS ( �� O A= - = I — — oo 241 ti-4" JJ 1 J --ll I _ co In 14 \Cv) I �..a — — o — \� — — i � � � � II e I ' N i —._._._-.—. .... •.�� _N� 1 2-1 I ` g'_ ' 2'-4' ------------ illy I roll - 5' _PFSO.P.ObEO OOPIMf� - -- O'' J 1_/c-cC-"_C ol,l gTPiu CT I OA! �+-te•�I-�6� 11.1 Gomel- - PF50Fo5ED P�E 510EU C�-F_,0�6� FCP�MAN G'L- v.J(_T,1-4E nn.+,•55 A='H u5j ST�'��= -p 1A:Al�.Qr MA"?L i.1GVJ.-�.�G.O.tJ UC LZ B.u.il-olwrC� conE' AvoA'a�..ocn:.:.�;.-rTOwnl _ STABLC�.-F=ti A Sh AG NLISC3'7 • 8�T_tiE_o..w�Je?5:.'nwl-o:_-1z-+�:: �`�5�..3A`-cc>sl• — — • =rFSACTa�'a- PP�IOP� Tp T 'OF -_./i�N1 M IGH A1.lE�nl'1GZ: 4 ' r3A'c_•r'_. ""i2-2pllo } J J I O 13'I •� n i� c) 4 2 .c it,• O 1 DD a >0 p 0 If S.SOgaca ._ QED ;i -I;,A�I_-`..._c Og5:7ril7r=n Ow1-S-c�Al:u=.-P..i"E 1Kf....C��NF'03 MA'w.IGi 'w�Tk+E_-NI•Rhh.AGNuZ�r'�_'Srzcr� e��co�w�cj:-coot J A�.1P'-.-fSCC--i,:0-4•A`—TQ-r{U=C-o O E'i • AND T�+E..__ Ell t_ c_ou-rfi lac.-roP-; P P��ag-Fa THE _ -DIANE- � HI AT!"H EW b'co1.VllE�L-�� "A55 A GH.lJ5 IrV7 D` LB'_oA 10 AA A ,t' � T LO"m_CONGPa.E'.TE--� vi5 to'ca" :A r arl r r P IFP> w 19'0';<36"T12"OP �- - — --I I— FGrT-INC� (TYP.� Ib -A N 4':aT aPaOST W AW w\FTQ I 1 N 41 �� d ,sa �4•�w 5 �, - -3,. :'-c" [a •o� 5'-q�I 3 ' � 38'-p i _. .----'- � ID'-�^' I I II_O\-- �4, L-ouTulwE_cc:pcc.K— O� -�• � IF 51_bn \9I ;•I I`. �y� 1O'-01' ..— IO'_ �' _ TO 'GK W /J i�I.i e-FSL-S'E I ` Iw L..--70f- OF r-o-a\1D.e-Tl o\ `0 ..ror..oF wa,w I Pa.O t';4_E�f..._1_�•C>' �i. .� EL_EVp-T:ou 24'O 1745J:lP.TOP 054 WA%-L- _ Q' A I r_ i' vCocT�wl 4 - i l iR: � � M 4' II 2 cAP, C;AR.A:GE r I I � TOP o F G oti GPa(-fit � +I I C-�EJ 'L6•v' .I ice'-O_-�- -i-- Co'-4'' 3'-l0" �i'-[o" 5'-Ca" S'-cd' S` Cc 5 -�o� 5'-O" 5'-O" 3'-2> m I I III _Q I I 'Q - w\w.w F TOP OF 5L_P.p Z Lm e:,/i I __-TOP GF'GOAIG , I � - i - FCUNO TOi"0 e7"• i -EVEN 2'4,0' 1 I ' •._"x �'.�.-0 ..: '. I '�' � � `4�Fool-Iu.CI'.._4'1- .I I q:_yp>.o _ 4' 9" FS.O• I 1 �" �. 1 I— -- —T�::' 'p. '-0 s-' .:�p. r;�,�.;.� ;:. .�• .. -.''A :e• .-°.•'q i.'•'oF,i'.6 _ TOP-oF'FOUT�A: S 1a 5�. - - ^TCP OF F'OUhIp ATI OI._( '5 B��ANGHoP>�- Q I 4-II 5�8"b'.?NGHOCS OoLT�j ELE�(, tL S.O' m _ - NO"TE5 w\9•'�9x'/4"1�..wPry NCP15 ' -e.SLn QPC.�G's1t+aAC1L OwJ� �!} - - . 1 �'_On l��- Oo .l1 _Od I, A`L-�GC�.1:7•Tp�UGT\G1.1 hNfa�\--6E l\� GON FGf'iM A1JGt .w�TN E.M1ah y{aGH uy ctrh STIaTE f�\-II�oltJ C� GOL7'L AT�D.- �.uL- L-ooA� TowN Go0E9 O, o. VGP\F\ccDpt 4'YrT- FFSO i>T `t�aLL W 1 FOOTING '0 uT Go1JGPaC-iC KGWICI4- 1 TIDN wl FcbT:N Ct — ANO T.WL GC-N[;.P;,JLL.Cd�GTOF,i P.FSIOri Tp THE. S yT• '--4-'.Wr FFS05T.`NAB.-L. -� FCF .F_o111.1.0L-Q- _ 30 - O ILo'-O' - OU UNDISTUP>,�p 'Ju1TA6LL. Y7 bll_�j FOB-lwlt]ATIO- W I FOO TIr.aCT B':}1."T.F.o_�wl..P.G•-ndw.I' I .. FOUN >] ATION 1—l�A1V. _1'\O'P-tE P.�Cwa \--dw�t • � _��rJ C.A LL '�¢"o �,-p" �7 EST�F+.F3wl�iTABI_Gt MA5 hf>GN iiSC_'ti'di t`OUN4:>ATION PLIat�1 — 4L,, a k IiLJOISTS @ ILo"O.c. a' tn-V.T.�OIgTS@ IIo"o.v 1 x�C P,'T J oIh15Q Its"O c. _ _ o 0 3 m I o 0 =W IQ 3)2x OL. V 5, 0 0 oftwo o6d -- r x� I;! 0 = 0 ! 0\ 0 l N 'coLill, 0 ¢ I�•o.c, to _I f u I;-.:ALL EONS'TFSIJ�GTIOL.V 5uA1-l- eE L?'3-�cotJt=aP�t�n'G.NGt a PT. Ir���1V .'wkn�'�z� -wl Tkti= lrtA55 AcNuh�l13 STATE: blJll-�.ING caD:�—..A�ID pIM.EW.5 roti5:' -ro bE"�fEH:VFIGO_$Y 'M6 owyEp�S L :r2'.J'orgTS� lroc 'LK v P,T PORC-,I-, Jo15Th0 Itv"054 �f+IL- STlaP,'I' of _GotJ5TP�IIGT�'ON. Lx�P..r.T,_.,1OIb_T_SCd ttd'oa Lx l2 Jo15T5 @ Igo" o,G: -PPio Po'1E F 1( ST F L O_Q.F� 1= -.A tyt.1_Itl, _ PL A(,! nlAt-AE MA'fT.N.tW.-O'GONNELI_ _`t4 sa 5T 5-.P ' STA$t NNa55ACMUiEi L ST_. I=LOOF . .FPiAtvll:W PL"A J 1 -�,z,rc 2- 2otc, h V� `ILri_rp- I HG4DCP� +-1EADGg �NcdOEPy j O � 1 + I � �! m ol _ x O IJ �31 N x 10_501-tD 6LOGK 1 NC.j _1-._I�laLl-:�GGNSTg�U GT.t Ou' SH•AI� 'QE.�1^i.G:ohI.FOF.9MAAIGE • � �41�'T.11;G_M A�j�/•P..G1-1 L.1�7E11T7 6TA'1"L-� :0c�1�LDIN-.C�=C:o.OL"dl-A'L._ I Lo'-p 4_AtiL,_D LM�:.S I_OAJS '-�H.4�� aCJGgIFtED.:�:6.Y_"1'1-11-=.-.0`�v l:lt=13> coNT?'�."G'f-Df?i--Ppilaf3-'-Cb.-Trit. -2i�10 �..1015T•SOI[o"O.G. � -.1�c_l0 J_O_1-JT�JQ`I'f'u'_'O.G _ �`�'f�PriT OF �GGN�7TfiUG'I�1 c71�{ I E-C..O_►�V.D._ F_LO-O.F?� >.M-6_IV-C:l-_P__L.AN_ ���••®�' - GP.t-L-, 1�.II_ 1'-o'I _ -:_PP;oP.�o'SED g E S InE1-tc E_'_F oP, O.IANE. .f MA��EW_-O�c.�O�lwlEL1_._ SE.Gdt�l� _FL.f�OP�.:1=P�A�l�f3=C�- �PiAww1.0Y -pw.�l�la'_ f1 YJIGZ,_ Q S ' SATE. 14 14 i I 2x 8 P�AF TES Ca IC." 7 1 o s W • Qr O or F� m N m cl u d s A o 9t 1 d4-L so`to.aLocKINCr (3�=10_ �'JaNI 'Lx-Co=P.AFTC-335 I- 3CLL_�--. o�I w�Tl-IL AA�Ah-TF'�U G.T1 O1.1 SN.A t-t_..6E ltil Got.)L=og MArl.Lt. -00 1`_p`' '7k�C .COG,P.�-TOvCi f.!-GofOErj, -1--) 1 MEW'IrvwS-.Sua`c e��f�p,l�lcr�eY Tic`own��S 2x v R,AF TEPiS @ tt>"o.�. 3N C=T4� -O F`EOc STFS GQ1 10 CTO.Fi.._PRiioFS-To-TW L-_ - t ' 2x g P>A;7TEFg6 @ ,LG" O•G 'L.x. 6 PSAFTep�ieiw 2x toRAr'rF-Ps iLo"o.G. i i I -nP>�oP oSe� FS C:S.ID_�1�IGE Foa� _��OF _FOAM"S=I�fG P�_At�l -_o1A1.1�.� MATC"14EW.�_�4�ING_L --wC9T_6AgA1=5 T?_6 1:r14.h5Ac,Fu5�7C'- __ ow.t_'t+o. A,m M IGI--11�I IEW IG�, -f�L1TE 12,.2 o t Lo VEUT- . - .- T'i„Io t�ati>f� 6otag� .�-- �Zx 12 t3.tocjE_.E,oPPsq I _ �: / 5/�j�GCL�aTlii�lc,' -1 ••Q -�/-�/ x Co .!_AFZCt3"J'C�"ile"GTc: cax 5N. 12 / .- d. Iao"LOCit_I. �<7 04 i2 _6''C.L.1tiIta-CT:�01'iT5Q ILI L rL ROG,�OF:vJ1lICo++ j � co - `�, --�_I�•tP_ha�l;t-� 2�5 0_jo15-r5_@_Ito"oc. 00 BI:OCYj C�C�_ —TOP-O�Va�gDOiti_: fLn OC- --- �z. 5TuoS'ert"oc _u _ ..y.f . I IZ,-o" _GDX-S-I-ir:,b. IMF ... aolyT_7-- Ito'b.c. {_8d Lo,-CmIE...I,L1,Fl tij IIO -- - - I 14'-0'' ILr'-o° - -'Lxa!e_Pr-JOISTS . .. �.�-.--->�[_P_:P�6oA>�•,O_FP�oa1T 47 ( -C' IL,".oc-� sc -S-It.LP_S_�t_Dc v e .. ".GONGPJCfL I?olJNt7AT10U _.�3�_ 2-- EAI.q U!�-pco-r, Pot,t•1liy -_ w-I Zo'LZ" D 1 dD 7"f"u f361-T K i2' ar POtn',w Q ILo"QG. P1ER`w I.gd i_ga" x Ia"DP. poo�nti Gj is J �E C T I0N_ z A -P CO' 3 -GOOF �JC!/1tJ -51z� T (PE. oE51 �1. riE�1LaA4S.5 -- - ---------- u GONE GQII TI ..-.lA3 51IT_ P,_o_I.1 C�}-1 OPN ..__ CA-T,',A�.0.. tJOMi� R -FPGTOH '�E1a — 25-1,15=:x. .4=87I8- _..A IDEFSSELI Tw 28 4lo:z_-.28 " S:rup PocKCT 4&-3:. =.2"�.. .:STuQ-'PocKE•.TS -G I�'/6 x 4_O�/8 ANFS �a J . p - _ y .--. ._ 4:0.�8- —A►:NOEs5,S G►:�--rw-245to:-—2�-8 Pocv,ET !o hP.wIE�. . - -- —_ E -.I - -ti3"v t R�'r- - 5 2�' r � I ��_..----- -Lv POGKCC � - 3.PPI. BI PAP,T IwICt C, - -1-i-_ -..__— -23 K 17,s, .,---'L.[S'h9:.--9_B�/._ �,.w. 4 _ _._.-..__._.- .. g- �PaaaE.I=---._.-_.------.__- ._ l:._.... _ .."/v- -- _. 0 A.�IOEFS�'.�E/J----:.-----�'.-3to-- -- . ..V-e ---- c4"51ocr+� �_:::_.. I._--2 9-w-t Iz l70--ti=toB—4=4 B_ - At�I�Et?i=6-.EN OwL..a Nc`ICieS7_ FULW,eww`.. S In PEE o w,vc �i_3.—..__.-4 —9•_o u v=r1--Scro� Prtu'Sc�a�R- .. ._ _-.1-_...4-�+v _5"�t��m __. - --� Pa_tl-mac. <P97 3.-5-FI+.t �PsS PbMQuIP,t_ -._ _W.F�iT 0A45w15Tk..tS�.E.."I_IdAJJt�AGMu 5G-U� —5G"iiaN %G�1E nt `7- 1 t IPIj IL-0 xi,-9 BIPAaT11tG 10 LT 9aF q.Gp_a55 ti- LoI"j NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:23.7 PROPOSED SEPTIC TANK PROPOSED D-BOX FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. INSTALL RISERS & COVERS OVER INLET AND INSTALL WATERTIGHT RISER & PROPOSED S.A.S. OUTLET. SET TO 6" OF FINISH GRADE. COVER SET TO 6" OF GRADE. PROVIDE ONE ACCESS MANHOLE TO WITHIN 3" INSTALL CLEANOUT TO GRADE OF FINISH GRADE FOR INSPECTION PURPOSES. T.O.F.=28.2 AT MID POINT OF PIPE RUN F.G. EL.=27.4 F.G. EL.=26.8t F.G. EL: 27.0t F.G. EL: 27.3t /MAINTAIN 2% GRADE (MIN.) OVER S.A.S. L = 24' L = 109' L = 23'(MAX.) O 5=1% (MIN.) p S=1% (MIN.) p S=1 MIN.) 4"SCH40 PVC 4"SCH40 PVC 4"SCH40(PVC 6" n 6 BBaaaaa 1 4" 6aaa Mumma INV.=24.95 Q. UQUID aaaaaaa LEVEL INV.=23.60 PROPOSED 4' 4.8' 4' 25.20 GAS BAFFLEINV.=23.43 INV.=24.70 D-BOX EFFECTIVE WIDTH = 12.8' INV.=23.20 PROPOSED SEPTIC TANK 3-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN H-20 RATED TOP CONC. ELEV.=24.3t BREAKOUT ELEV.=23.70 41 INV. ELEV.=23.20 lowff amaa aaaa 6a66a aaaaa aaaa aaaaa NOTES: BOTTOM ELEV.=21.20 n 1) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE 4' 1 3 X 8.5'=25.5' 4' TO GRAD.- ON A MECHANICALLY COMPACTED 6" CRUSHED 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH = 33.5' BASE, AS SPECIFIED IN 310 CMR 15.221(2). T.P. EXCAVATION OR G.W. 2) INSTALL INLET & OUTLET TEES AS REQUIRED. LEACHING SYSTEM SECTION NO GROUNDWATER, EL.=16.2 - 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 3/4" TO 1-t2 DOUBLE AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. / WASHED STONE SEPTIC SYSTEM PROFILE 3" LAYER OF , DOUBLE WASHEDHED STT ONEE (OR APPROVED FILTER FABRIC) N.T.S. GENERAL NOTES: SOIL LOG 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. DATE: APRIL 24, 2014 (REF#14,340) 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS SOIL EVALUATOR: PETER McENTEE SE#1542 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE WITNESS: DONNA MIORANDI R.S. LOCAL RULES AND REGULATIONS. HEALTH AGENT 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING . . .0"_ _0cy ^- --- �^---- FROM-THOSE"SHOWN-HEREON-SHALL BE REPORTED TO THE DESIGN 27.2 A 27.5" A ENGINEER BEFORE CONSTRUCTION CONTINUES. LOAMY SAND LOAMY SAND 5. ALL ELEVATIONS BASED ON NAVD88. 26.5 B 10YR 4/2 8" 26.8 B 10YR 4/2 8" 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF D THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF LOAMY SAND 10YR LOAMY SAND HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 10YR 5/85/8 7. WATER SUPPLY PROVIDED BY PRIVATE WELL. 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 24.7 30" 24.8 32" C C PERC 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 26"/44' AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY F-M SAND F-M SAND THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 2.5Y 6/6 2.5Y 6/6 CONSTRUCTION. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY A LICENSED SOIL EVALUATOR PRIOR TO BACKFILL. 16.2 132" 16.5 132" 13. ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC PERC RATE <2 MIN IN. B &"C" HORIZON SYSTEM COMPONENTS NOT SHOWN ON THE PLAN. / ( ) ) DESIGN CRITERIA ELEv. TP-3 DEPTH ELEv. TP-4 DEPTH NUMBER OF BEDROOMS: 4 27.3 A 0" 27.5 A 0" SOIL TEXTURAL CLASS: CLASS I LOAMY SAND LOAMY SAND 10YR 4/2 8" 26.8 10YR 4/2 8.. DESIGN PERCOLATION RATE: <2 MIN/IN 26.s B B (0.74 GPD/SF LOADING RATE) LOAMY SAND DAILY FLOW: 440 GPD LOAMY SAND 10YR 5/8 10YR 5/8 DESIGN -FLOW: 440 GPD 24.7 31" 25.0 30" GARBAGE GRINDER: NO O C PERC LEACHING AREA REQUIRED: (440 GPD) = 594.6 SF 24"/42' .74 GPD/SF PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY -PROPOSED DISTRIBUTION BOX: 1 INLET, 3 OUTLETS MED. SAND MED. SAND 2.5Y 6/6 2.5Y 6/6 USE 3-500 GALLON LEACHING CHAMBERS IN SERIES SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES SIDEWALL AREA: 2(12.8' + 33.5') X 2 = 185.2 S.F. BOTTOM AREA 12.8' x 33.5' = 428.8 S.F. TOTAL AREA:................................. •..•....•................•.•.614.0 S.F. 16.3 132" 16.5 132" DESIGN FLOW PROVIDED: 0.74 GPD/SF(614.0 SF) = 454.4 GPD PERC RATE <2 MIN ("C" HORIZON) NO GROUNDWATEE RR ENCOUNTERED Engineering by: Surveying by: SCALE DRAWN JOB. No. PROPOSED SEPTIC SYSTEM SITE PLAN Engineering Works,Inc. WARNER SURVEYING N.T.S. P.T.M. 170-15 12 West 22 Long Road For stdole,roMAfiel0d2644 Harwich, MA 02645 DATE CHECKED SHEET NO. 110 MEADOW LANE WEST BARNSTABLE MA (508) 477-5313 (508) 432-8309 12/5/16 P.T.M. 2 Of 2 Prepared for: Matthew O'Connell, 126 Meadow Ln., W. Barnstable, MA 02668 III ny MEADOW LANE 22.52 22.22 Edge 22.35 of 22.38 Po`ameet e°a0 .�N 22.51 2 VL 2.81 CB DH ND 22.19 • .a1 N 5142 20" E 160.00' _ f BENCHMARK N PROPOSED WELL 4.1 n Sp<`°°Ra ; LOCUS N TOP CONC. BOUND 12' (GREATER THAN 150' c D FND \�ao �\ EL.=22.41 TO ANY ABUTING WELL) \ .a '•�:, �- p\deg \S � • 22.77 x 23.5a x 24.6 ` Lot 8 x 2 04':-:' L x 25.100Q\e S r�z 79,416t S.F. /2 1.8t Acre MBLU 133-024_ LOCUS MAP _ x90 x 25.04 NOT TO SCALE .- x 25.23 5.9 LEGEND x 25.63 --16 -- EXISTING CONTOUR r• ` 1 j 2� \ x 14.32 EXISTING SPOT GRADE 0 DRINKING WATER WELL W PROPOSED WATER SERVICE .'El 24.76 ' ��TOP COASTAL BANK COASTAL BANK BUFFER �. a x 26.89 TP-4 `s. TP-2 2 .63 j s-' ---- - WETLAND LINE & BUFFER x Q; BVW-7 WETLAND FLAG �TP-3 x 3.r, o •y.< - 6 .' x 26.80 27.SB S WETLAND SYMBOL 150' R 'TP-1 27 TEST PIT pROpq�IUS p z7so - >' PROPOSED S.A.S. OSfO R0� ' x 25.02 x 2s,3e1� 1.2 3-500 GALLON CHAMBERS x I 2: SURROUNDED W/4' STONE PROPOSED co I Fr? y o=s'I:. i.4 `RESERVE S.A.S. I I"i 00 27.13 OM f �M. I I� f,° a .•M x':. I) �g0' RTNGSLL 7.3 INSTALL CLEAN OUT TO GRADE CB DN FND UP .3 SPIKE 7 �P T 28_ AT MID POINT OF PIPE RUN RPQ � ,� �r�Q G 24.37 \x25.91 8.11 ,>��{_• CB DH FND GND 'J� �X�S `:0•: 6.44 10EXRTNG WELD EX. S.A.S. . 04 x 26.63 r}: 23.82 25.94 \ �� EX. S.A.S. / P�G`•T+h 2 O- 25. 24.02 Sh s 0 4.93 ROP : PTIC T NK }' 24.43 0. EX. SEPTIC TAN HOUSE #94 ::L^_:i'- _ �lin�23b5,i';`'`.`.•i.'^S.i:;. �ti:a"V an::; _:, c^'t �.:a:::.y.. s: =,;-`'� EX. S.A.S. WORK LIMIT TYP 100 '.rcy • ":�•. ;',:; .�,��_: HOUSE 126 ( ) M FER T EXIST. WEiL # A o f STOP' 9 GARAG 3 ', EXIST. WELL Z. :=c=.-t�: T.O.S.=27.4 '`•'.:+ PER SEPTIC AS-BUILT ' PROPOSED x 23.11 25 24.3257 3' '' N 19.83 :.:.: .. T.O.F.=2 .2 �, •� -.'""`' o= TERRY s ,w=?�o �2 DECKANN IS _ WARNER �'~^' ti%d. _ .< op:`. ? :�...: `' E:;f•`>zz as:_ No. 38721 :BGN' °'~ s.� `�=" PROPOSED CLEARED AREA SO�g� �`�` 's�Q °r"'` FOR LAWN & LANDSCAPING x 17.22 \ ,. J• y'a h, .\. -•,�' / Fs P EIS J� of o T fj0 $T 4 EP C A O T ;` v:< ...'`• 9%i"N�� � x 17.0 Off`<_;�'..: ;,;. . WORK LIMIT(TYP:) '::•' ;;�Y;'TRANSECT N0.2� :j.,T•�`<-.,. ._-+..-.;�, ►. ' PK SETS ?'_ .+ss,�;,�;�.:.�+`.�`,,�•� .�:.:gP•:._``.f�.`t: _ AN SECT' .� �••''''"%'at'�t':°-`%"i�s� .._,F o PETER T. G� x o McENTEE \ 16.0s'� g� p�` r No.1/ c� CIVIL 10F'CO Q� Tq(aNSECT \7 S C -J / ` .x 18 1 No. 35109 Mqo gsTq��j' ��. h �� :y R£USA E �� BVW-0 10 END - Ep,pOz/cY 8AN/r �3�' �% rRAN 11.53 BVW 9 e. / 11.60AL �'�� / \� Al•4 7�� �/ •�- � /� _ 2p lot 1� 0C \ ZON qF �FX 15.42• 15.35 BVW-0 1 START _ (<f` TRANSECT 9.46 FLOOD DESIGNATION Bk06 •�Foo� Z�¢J P MAP N0. 25001C0534J j B"��oc. \ / � 13.4 �1 ��- EFFECTIVE DATE: JULY 16, 2014 �y� � IL ZONE AE(EL14) & ZONE X ����F TRn�sECCT� �,Y,//'BVW z TRA S T WATER ELEV l,9 9.66 ZONING CLASSIFICATION: ZONE RF , -._� AL ems:. WETLAND CONSULTANT .`�Iq- Bvw a Bvw 3 SETBACKS: FRONT YARD=30' SABATIA, INC. �1o.36 /��-� /•�• vW logs SIDE/REAR YARD=15' 21 Observatory Hill Rd MAXIMUM BUILDING HEIGHT = 30' � BVW 5 Pocasset, MA 02559 9.85 VEGETATED WETLAND WIND EXPOSURE CATAGORY: Exposure B (508) 563-5349 /7.05 TRANSECT-0 WATER ELEV Engineering by: Surveying by: SCALE DRAWN JOB. NO. ,PROPOSED SEPTIC SYSTEM SITE PLAN Engineering Works,Inc. WARNER SURVEYING 1"=40' P.T.M. 170-15 12 West Crossfie 0 Road 22 Long Road 110 MEADOW LANE WEST BARNSTABLE MA Forestdale, MA 2644 Harwich, MA 02645 DATE CHECKED SHEET N0. (508) 477-5313 (508) 432-8309 12/5/16 P.T.M. 1 of 2 Prepared for: Matthew O'Connell, 126 Meadow Ln., W. Barnstable, MA 02668 NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:23.7 FOR A DISTANCE OF 15' AROUND THE PROPOSED SEPTIC TANK PROPOSED D-BOX PERIMETER OF THE S.A.S. INSTALL RISERS & COVERS OVER INLET AND INSTALL WATERTIGHT RISER & PROPOSED S.A.S. OUTLET. SET TO 6" OF FINISH GRADE. COVER SET TO 6" OF GRADE. PROVIDE ONE ACCESS MANHOLE TO WITHIN 3" INSTALL CLEANOUT TO GRADE OF FINISH GRADE FOR INSPECTION PURPOSES. T.O.F.=28.2 AT MID POINT OF PIPE RUN F.G. EL.=27.4 F.G. EL.=26.8t F.G. EL: 27.0t F.G. EL: 27.3t /MAINTAIN 2% GRADE (MIN.) OVER S.A.S. L = 24' L = 109' L = 23'(MAX.) S=1% (MIN.) ® S=1% (MIN.) @ S=1% (MIN.) 4"SCH40 PVC 4'SCH40 PVC 4"SCH40 PVC 6' 3, 10"I -7 as 6B 14" 8 Bammumo INV.=24.95 48" LIQUID aaaaaaa LEVEL ADD 4' 4.8' 4' 25.20 GAS BAFFLE INV.=23.60 PROPOSED INV.=23.43 S , • ' INV.=24.70 D-BOX EFFECTIVE WIDTH = 12.8' • INV.=23.20 PROPOSED SEPTIC TANK 3-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN H-20 RATED TOP CONC. ELEV.=24.3t BREAKOUT ELEV.=23.70 INV. ELEV.=23.20 aaa133.51" eas aaaaa aaaa ease ease NOTES: BOTTOM ELEV.=21.20 1) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TRUE 4' 3 X 8.5'=25.5' 4' TO GRADE ON A MECHANICALLY COMPACTED 6" CRUSHED 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH = BASE, AS SPECIFIED IN 310 CMR 15.221(2). T.P. EXCAVATION OR G.W. 2) INSTALL INLET & OUTLET TEES AS REQUIRED. LEACHING SYSTEM SECTION NO GROUNDWATER, EL.=16.2 - 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. 3/4" TO 1-1/2" DOUBLE WASHED STONE SEPTIC SYSTEM PROFILE 3" LAYER OF , DOUBLE WASHEDHED STT ONEE (OR APPROVED FILTER FABRIC) N.T.S. GENERAL NOTES: SOIL LOG 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. DATE: APRIL 24, 2014 (REF#14,340) 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS SOIL EVALUATOR: PETER McENTEE SE#1542 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE WITNESS: DONNA MIORANDI R.S. LOCAL RULES AND REGULATIONS. HEALTH AGENT 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR INSPECTIONTO D APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH _4. ANY CONDITIONS .ENCOUNTERED DURING CONSTRUCTION DIFFERING 0" - 0" FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 27.2 A 27.5 A ENGINEER BEFORE CONSTRUCTION CONTINUES. LOAMY SAND LOAMY SAND 5. ALL ELEVATIONS BASED ON NAVD88. 26.5 10YR 4/2 26.8 10YR 4/2 B 8.. B 8,. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF LOAMY SAND THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF LOAMY SAND 10YR 5/8 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 10YR 5/8 7. WATER SUPPLY PROVIDED BY PRIVATE WELL. t 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 24.7 30" 24.81`7 32" C C PERC 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 26"/44' AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY F-M SAND F-M SAND THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 2.5Y 6/6 2.5Y 6/6 CONSTRUCTION. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY A LICENSED SOIL EVALUATOR PRIOR TO BACKFILL. 16.2 132" 16.5 132" 13. ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC PERC RATE <2 MIN/IN. ("B"&"C") HORIZON) SYSTEM COMPONENTS NOT SHOWN ON THE PLAN. DESIGN CRITERIA ELEV. TP-3 DEPTH ELEV. TP-4 DEPTH NUMBER OF BEDROOMS: 4 27.3 A 0" 27.5 A 0" SOIL TEXTURAL CLASS: CLASS ( LOAMY SAND LOAMY SAND 26.6 10YR 4/2 8" 26.8 10YR 4/2 8 DESIGN PERCOLATION RATE: <2 MIN/IN B B (0.74 GPD/SF LOADING RATE) LOAMY SAND LOAMY SAND DAILY FLOW: 440 GPD 10YR 5/8 10YR 5/8 DESIGN FLOW: 440 GPD 24.7 31" 25.0 30" GARBAGE GRINDER: NO C C PERC LEACHING AREA REQUIRED: (440 GPD) = 594.6 SF 24"/42' .74 GPD/SF PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY PROPOSED DISTRIBUTION BOX: 1 INLET, 3 OUTLETS MED. SAND MED. SAND USE 3-500 GALLON LEACHING CHAMBERS IN SERIES 2.5Y 6/6 2.5Y 6/6 SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES SIDEWALL AREA: 2(12.8' + 335) X 2 = 185.2 S.F. BOTTOM AREA: 12.8' x 33.5' = 428.8 S.F. TOTAL AREA:..............................................................614.0 S.F. 16.3 132" 16.5 132" DESIGN FLOW PROVIDED: 0.74 GPD/SF(614.0 SF) = 454.4 GPD PERC RATE <2 MINNO GROUNDWATER ("C" HORIZON) ENCOUNTERED Engineering by: Surveying by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM SITE PLAN Engineering Works,Inc. WARNER SURVEYING N.T.S. P.T.M. 170-1 5 12 West Crossfie 0 Ha Road Long Rood 110 MEADOW LANE WEST BARNSTABLE MA Forestdole, MA 2644 Harwich, MA 02645 DATE CHECKED SHEET N0. (508) 477-5313 (508) 432-8309 12/5/16 P.T.M. 2 of 2 Prepared for: Matthew O'Connell, 126 Meadow Ln., W. Barnstable, MA 02668 MEADOW LANE 22.52 22.22 Edge 22.35 of 22.38 t 22.51 �eodo 22.81 CB 41 ii _ 22.19 N 5142 20" E 160.00' _ BENCHMARK PROPOSED WELL a, \ a Locus N TOP CONC. BOUND 12' (GREATER THAN 150' C D Ft�D Ma`on Sp EL=22.41 TO ANY ABUTING WELL) e 2 P\de( \S 0 22.77 x 23.54 ` LI`5ier x 24.6 Lot 8 x 2 04, 5� / x 25.10 A/ 79.416t S.F. /2 1.8t Acre x 90 MBLU 133-024� LOCUS MAP �' x 25.04 d NOT TO SCALE .- x 25.23 ,.x 5.9 LEGEND x 25.63 • N (n --16 -- EXISTING CONTOUR v o0 2� N \ x 14.32 EXISTING SPOT GRADE o v DRINKING WATER WELL 0 a l IN PROPOSED WATER SERVICE 0 24.76 TOP COASTAL BANK ;. ----- COASTAL BANK BUFFER x z6s9 TP-2 2163 TP-4 �:< ----- WETLAND LINE & BUFFER. x Q: BVW-7 TP-3 o WETLAND FLAG x � x 3.:. 150' TP-127.6 27.58 x 26so AI, SYMBOL PRp gD1US 27.90 ;o TEST PIT POSfp 4,� x 25.02 x 7 zs.3e 12.8' PROPOSED S.A.S. ' 13 2 3-500 GALLON CHAMBERS I f SURROUNDED W/4' STONE PROPOSED o iv `RESERVE S.A.S. ao i 27.13 FROM o p1U5 L 150, STING �1IEU _�1 EX OM 3 INSTALL CLEAN OUT TO GRADE �t AT MID POINT OF PIPE RUN ,yP RP01US �� CB DN FND UP .3 x 2591 SPIKE 7T 2Fi 8.11 ,:W �N 15X\51�NG 4.37 N- CB DH FND GND 0,:" 6.44 RADIUS FROM TiNG WELL \X. S.A.S. O23.82 \ x 26.63 x 27;0 / S \,, 23.82 25.94 � EX. S.A.S. � D. 0 \ �.'.;k'' ;.. 25. 37 x 24.02 4 _' a ^. , ,�.•:._. 4.4 EX. SEPTIC TAN t- HOUSE#94 ;�•-: yr.t..,- _,i p'`•="-->i;:+;;;:;:; :�? ,65.E i'�' �i� _-_•�,..a-•-::�::•:�-_•.�:_ ..�� - •r' :: ,;�.=:,.: EX. S.A.S. o- ,.l `r.�h t. `�i rr9�+'A,^C'2}�r,-_�i.. .�.. .�`: �.�t. e WORK LIMIT(TYP.) 26 lop =R :F.� rye' :ti�; ; = EXIST. WELL HOUSE 41 MADEP GARAG EXIST. WELL Z OASq y�� T.O.S.=27.4 N =`;::':v PER SEPTIC AS-BUILT u+ =r=e_ x PROPOSED 23.11 A. o OF 19.83 3; T.O.F.=2 .2 POR •,.,s=;+` TERRY G -2D~ 0 DECK � WARNER _ _:�; : - .._ ->,:t• `-'tee,- :�->•���-. No. 38721 =`7� < '` ^ :BCi,�''=: ..'•: '��K<„ ; 'a+� PROPOSED CLEARED AREA SP-BU � - - - _ ,..�� ^' •r• >: FOR LAWN & LANDSCAPING ',.::;i�l.'F :x is-[:C':`.v' "t':•'c.1: .-. FJJ �fG/STE�E� x 17z2 MADEP to T p0 'SST A S WORK UMIT(TYP.) x 170 0.1�y .`9.83: �i...•.:u5v�z: .i:=: ,^ / NU +. 2' PK SET\•�-. .._..:,i:•,1a...'-.'.�_:-, -,��:;,�'•'^..i'+ : NSECT o PETER T. I O x o McENTEE 16. •4 sE�• S`v Opp ``• ` \- ECT No.1/ CIVIL "' No. 35109goFpcogST9�(t 8� �jh / x 1e I REGISTER�`� $-`�+.. p��/L+ AN/r \ x 9 r� 16; 3 Bvw+o 10 EN y �� h 1 TRANSECT 1.53 BVW 9 I �u.40 IO INN r 15.42 15.35 BVW-0 1 START TRANSECT FLOOD DESIGNATION 0. 6 ��pC\� � 4V 1 Op 9.46 MAP NO. 25001 CO534J j \ o x 13.a �1 � • EFFECTIVE DATE: JULY 16, 2014 `: 1eVW \��_ ZONE AE(EL14) & ZONE X '� V�\cF. TRAds€LT' /-BVW 2 TRA S T WATER ELEV T,9 �� 9.66 ZONING CLASSIFICATION: ZONE RF WETLAND CONSULTANT�� � '� -� Alk SETBACKS: FRONT YARD=30' By 6� N'0 /* BVW 4 BVW 3 SIDE/REAR YARD=15' SABATIA, INC. /10.35 �cr•� /' 10.78 10.15 21 Observatory Hill Rd MAXIMUM BUILDING HEIGHT = 30' ALPocasset, MA 02559 _& BVW s AL WIND EXPOSURE CATAGORY: Exposure B (508) 563-5349 7.05 9.85 VEGETATED WETLAND TRANSECT-0 WATER ELEV Engineering by: Surveying by: SCALE DRAWN. 1a6. No. PROPOSED SEPTIC SYSTEM SITE PLAN Engineering Works,Inc. WARNER SURVEYING 1"=40' P.T.M. 170-15 12 West Road Forestdole. MATeld 02644d H rwch MA 02645 DATE CHECKED SHEET NO. 110 MEADOW LANE WEST BARNSTABLE MA (508) 477-5313 (508) 432-8309 12/5/16 P.T.M. 1 Of 2 Prepared for: Matthew O'Connell, 126 Meadow Ln., W. Barnstable, MA 02668