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HomeMy WebLinkAbout0023 POINT HILL ROAD - Health (2) At 1 1 . 1 . . . s tNo. (/�I Fee �1 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftpliLAtion for MisposaY *pstrm Construction permit Application for a Permit to Construct(✓,/Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components ' Location Address or Lot No.,13 44-1/,R I �j6 Owner's Name,Address,and Tel.No.�y q'Y qqj p h� Assessor'sNlap/ParceIA &6 p /7 Installer's Name,Address,and el. o. ,�// ,, w Co;�ic Designer's Name,Address,and Tel.No.Jdwn ,�• "' oZ�l Cirta�'wei�k 4 e�. 9 9 $/ • If #'" s? - Z-os3 0 SC-5,6 Z— D-11 Type of Building: Dwelling No.of Bedrooms j Lot Size ez/ Q sq.ft. Garbage Grinder( ) Other Type of Building S' , No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided di Plan • Date 3v w &2 7. d01;?-- Number of sheets % Revision Date l _ Size of Septic Tank Type of S.A.S. i� Description of Soil �y 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 Envir en Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of He Si Date V vt at obi Application Approved by Date A4 I U Application Disapproved by Date for the following reasons Permit No. 2-G J 7—-2 T V Date Issued •No. �' t b t Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -1 6JWN OF BARNSTABLE, MASSACHUSETTS Yes Application for Misposal 6pstem (Construction VerM" it Application for a Permit to f onstruct Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No,23 fin,n f g•// �f r�(1� Owner's Name,Address,and Tel.No.��U� 55 i O T L /� Assessor's Map/ParceV,V,�ja &6 p r(< / � Installer's Name Address and el.No.z,, ;,f ,r3•Qul( Designer's Name Address,and Tel.No.-)uwn �� 4,),ej,4,,? L • 9 ,+� 4/3Z-0530 � � 1J.2/� 5,Xd- 6 Z- z/S—// Type of Building: f Dwelling -'No.of Bedrooms y Lot Size g7 ZQ sq.ft. Garbage Grinder( ) Other Typ of Building S.�G,k ,.�;AlNo.of Persons `� Showers( Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided eS , Plan • Date Tv 1Y 02-; o?O/;Z- Number of sheets / Revision Date Title%�,/�,� 5— S r'�a.� Size of Septic Tank / Type of S.A./ Z,95 S. Description of Soil ` vr/ n D,4S I ,. 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 Envi onnment4l Code and not to place the system in operation until a Certificate of Compliance has been,issued by this Board of Heal 9 -�-- - Si e Date Vut/ C Application Approved by / e Ip t Date y O1/ Application Disapproved by Date for the following reasons Permit No. :?P f�/` i Date Issued -=--= ------- _ - _ _.__ _!_ ----=-- ----------- --------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system ConstructedL.-Ir Repaired( ) Upgraded( ) i Abandoned( )by OL r at l f has been constructed in accordance - with the provisions of Title 5 and the for Disposal System Construction Permit No,,'Xd/ dated Installer (2)C.1 � Designer #bedrooms L// Approved design flow vo gpd The issuance of this permit shall of be construed as a guarantee that the system>�il•1'funct! as d s(i'fined. {Y Date ��-//'//./ 2 Inspector', --------- . . - - -f - ---- - - - ----------------------------------------- ,! ----- No. ., f-2 - 2 c�( Fee THE COMMONWEALTH OF MASSACHUSETTS T PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Misposaf 6pstem Construction 'ermit Permission is hereby anted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognize&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 Woe) r1rulip /-111 �je TOWN OF BARNSTABLE LOCATION o•t AT kI i t -kZo 4 4 SEWAGE# 2-O I 2- VILLAGE ASSESSOR'S MAP&PARCEL 13 (0 1-1 INSTALLER'S NAME&PHONE NO. f?o6e„4.r- 0�,�L- -544— 1 86?� SEPTIC TANK CAPACITY l LEACHING FACILITY: (type) C3 IA. L L.0 (size) 3`5. T K rZ NO.OF BEDROOMS L'I OWNER VI o 4 4 &a 1� 0 PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: 5' Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility NO be 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) , F Feet FURNISHED BY It 0VL&t— CL�fO�— rrIAk y o 13 3 5(, 3 _is Ps 13— g-� a r �S Town ®f Barnstable �Optne rye Regulatory Services BARNS{'ABLE � Thomas F. Geiler,Director M'O Public Health Division :639. ,0�' �� '°fe ►aa.�a Thomas Mel-Conn,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Pax: 508-790-6304 Installer&Designer Certification Form Date: ( +�� 2� Sewage Permit# ZO( ~Z5 Assessor's MaplParcelJ3(Q � Designer: pAW CAK . 2( INW _�INC, Installer: Address: T36 Mr4fK f Address: _3h3 WEfNIL3 PAS YAWPUM f0a', MA QZ(o75 tau ,MPLWL rH tits a I+ On 4Z zo 17 PomcT A Opp— co. was issued a permit to install a (date) (installer) septic system at 2?� polMr 6+tw.R wow(— ff Z► 90bI based ona design drawn.by (addsr ss) 'DAMN L, Ar\ OAS A LA EV dated AUri, 22- 20[7 (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved.changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State &Local Regulations. Plan revision or certified as-built by designer to follow. 1.)Nlra..n. �q No.46502 rt,a (Designer's Signature) (Affix Designer's Stamp Here) PLEASE R.VTURN TO BARNSTABLE. PUBLIC HEALTH DMSION. CERTIFICATE OP COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:HeAWSeptIc/Designer Certification Form 3-26-04.doe Town of Barnstable °F +E ryo Regulatory Services * Thomas F. Geiler,Director BARMABLA A 10� Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Foram i Date: ( 1(o 20 Sewage Permit# 2-0l7-2 Assessor's Map\Parcel I36 1 Designer: �?4 N_ W!NMUN—UC, Installer: RfM 0. DUfL GA, Address: R39 M.A(CTZMQM Address: 3.6!� WCtCft55 PA7'1J Vr�"TMA o2L75 hwourc-T;eta On OGT z-o 17 Po 2T P, QUA C-0. was issued a permit to install a (date) (installer) septic system at 2?j FOMT ON, P WOF PAIW 7WE based on a design drawn by (addr ss) DA 14 l0, Air, Oaf A LA-. 06 dated ,AV6, 22, 2017 (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved.changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State &Local Regulations. Plan revision or certified as-built by designer to follow. 01SA3 DANIELA. �s ALA (Installer's Signature) �IVILL U y -No.46502 °TF�Oi s r ER����� 'I s'SIONAL FNG (Designer's Signature). (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE. PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLUNCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY TBE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc No. Wo 13 — D 1 Fee (c BOARD OF HEALTH TOWN OF BARNSTABLE Zippricatiou _for Yell Cou5tructiou permit Application is hereby made for a permit to Construct Alter( ), or Repair( ) an individual well at: Location-Address Assessors Map and Parcel �+n��norti hC,54C 0 c NW-I-0-44—Re-V )kAP o'110^l5 Owner ` Addre s \c.1W 1���\�;rA \ht ?�• O $cX 2-1 , Oils s ,mA oZ�s3 Installer-Driller Address Type of Building Dwelling Other-Type of fBuilding No. of Persons Type of Well � ��l�U �JG Capacity 'ZO' 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 Protection Regulation-The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been issued by the Board of Health.Signed WA& 61211111 Date Application Approved By f �- ---! 45�Oe 7,ol:;A- Date Application Disapprov Zfore following reasons: /- Date Permit No.�p��� (�� Issued 1,L✓�, l�7 Date -------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individualwell Constructed(J), Altered( ), or Repaired( ) by Uyv\orc\ \N t\\ 'At— Installer 1 �p Installer at 23 1 OSn* *1 �� �\1, Ao yj v.1�kjL— has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No.07_0) —o Dated - THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector No. WG V Fee c 'IJ BOARD OF HEALTH TOWN OF BARNSTABLE ZippYication _for Vern Congtruction Permit Application is hereby made for a permit to Construct Alter( ), or Repair( ) an individual well at: \\ Location-Address Assessors Map and Parcel A n �'C.Crt� 0 �� �Ce n�-� 1�7ci. C .\4n( r..�,s;li�,��C6. Owner J Address �)Q.S�,,�4.,A �.�Q\\ �I���, {� `y`.L �• 11� �y. Z�1`� �� Qc��nt �(� GZC�'� u Installer-Driller Address i Type of Building Dwelling i Other-Type of Building No. of Persons Type of Well L'1l �,����D Capacity ' 0�- Purpose of Well Q O�CJOo� 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 Protection Regulation-The undersigned further agrees not to place the Well in operation until a Certificate of Compliance has been issued by the Board of Health. Signed 6�21'11 / Date Application Approved By Date Application Disapprov for the following reasons: ` Date Permit No. ZC�� U! (0 Issued 1,7 Date BOARD OF HEALTH I TOWN OF BARNSTABLE r Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed(J), Altered( ), or Repaired( ) by -D-2S\r o,rA \N Q\\ Installer at Z.-3 U n� �` �i, , . ac has been installed in accordance with the,provisions of the Town of Barnstable Board of Health Private Well Protection,. Regulation as described in the application for Well Construction Permit No(,)701:1 D/b Dated-614Af/-7wv THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date _ Inspector BOARD OF HEALTH TOWN OF BARNSTABLE ,`l /- Yell �ConWuction Permit l_ Now" 2o'7' D I�:J Fee / Permission is hereby granted to S lrar ` Q-\\ L),; �na, 'ham Installer J to Construct(J), Alter( ), or Repair( an individual well at: No. 23 �A n�. H)'\\ Y� , •�acn.si-���Q Street as shown on the application for a Well Construction Permit NoN Zol- Q(( Dated 26 Date /�/2D I Approved By y Well Completion Reports :l Well Driller Please specify work performed: Address at well location: New well —� Street Number: Street Name: 23 POINT HILL ROADS Please specify well type: Building Lot#: Assessor's Map#: y Domestic �: Assessor's Lot#: ZIP Code: Wl Number Of Wells: 02630 jzl� City/Town: Well Location W.BARNSTABLE In public right-of-way: GPS (7 Yes (7 No North: West: 41.73299 70.38942 Subdivision/Property/Description: Mailing Address: r click here if same as well location address Property Owner: Street Number: Street Name: TONY RAGGIO 115 BRENTWOOD DRIVE City/Town: State: Engineering Firm: YARMOUTH MASSACHUSETTS ZIP Code: 02675 Board of health permit obtained: C�Yes i'Not Required Permit Number: Date Issued: W 2017 016 06/26/2017 �� Bureau of Resource Protection-Well Driller Program Well Completion Reports(General) Well Driller - General Well Form DRILLING METHOD Overburden -- - - Bedrock -- -- uger" Choose Bedrock-- WELL LOG OVERBURDEN LITHOLOGY From(ft) To(ft) Code Color Comment Drop in drill Extra fast or slow Loss or addition stem drill rate of fluid (11 20 . Silty Sand Brown �_- f" Fast ( Slow YES NO _.__.._..._�.._....._ Loss Addition 20 40 Fine To Coarse S +� Brown (7 Fast f"Slow EYESO Loss Addition 40 60 Fine To Coarse S * Brown r f" I�C`Fast f^ Slow YES NO t _ Loss Addition WELL LOG BEDROCK LITHOLOGY Loss or Extra From(ft) To(ft) Code Comment Drop in Extra fast or addition of Visible Rust Large drill stem slow drill rate fluid Staining Chips Choose Code �Y r Yes L`Yes YES NO Fast Slow Loss Addition ADDITIONAL WELL INFORMATION Developed �%Yes C`No Disinfected f:Yes f�No Total Well Depth 60 Depth to Bedrock —� Surface Seal Type None racture Enhancement Yes f•"No CASING Is Casing above grounc? -- From To Type Thickness Diameter Driveshoe 0 56 Polyvinyl Chloride �: Schedule 40 4 Ye 0 � .] SCREENINo Screen From To Type Slot Size Diameter 56 60 Stainless Steel Well Pomt ': 0.012 [== WATER-BEARING ZONES C7 DRY WEL From To Yield(gpm) 31 60 12 PERMANENT PUMP(IF AVAILABLE) Wire Constant Speed n12 Pump Description Horsepower ubmersible Pump Intake Depth(ft) 54 Nominal Pump Capacity(gpm) 20 f Bureau of Resource Protection—Well Driller Program Well Completion Reports(General) ANNULAR SEAL/FILTER PACK From To Material 1 Weight Material 2 Weight Water Batches Method Of (gal) (count) Placement Choose Material � � Choose Material_� � �� �� C�s --Choose One-- Y�'i WELL TEST DATA Date Method Yield(gpm) Time Pumped Pumping Level(ft Time To Recover Recovery(ft (HH:MM) BGS) (HH:MM) BGS) 07/14/2017 Constant Rate Pump �� 12 J i-3 Y 32 0:01 '`� 131 WATER LEVEL Date Measured Static Depth BGS(ft) Flowing Rate(gpm) 07/14l2017 31 �� 112 COMMENTS WELL DRILLERS STATEMENT This well was drilled or altered under my direct supervision,according to the applicable rules and regulations,and this report is complete and accurate to the best of my knowledge;.- - WILLIAM Supervising Driller DESMOND, DrillerURQUHART Registration# 877 Monitoring[M] Signature PATRICK, DESMOND WELL Firm DRILLING INC. Rig Permit# 023 Date Job Complete 07/14/2017 NOTE:Well Completion Reports must be riled by the registered well driller within 30 days of well completion. f Page: 1 of 1 CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory (M-MA009) h �ssacHitS Report Prenared For: Report Dated:" 7/18/2017 Sally Desmond Desmond Well,Drilling Order NO.: G17101335 P O Box 2783 Orleans, MA 02553 Laboratory ID#: 17101335-01 Description: Water-Drinking Water Sample#: Sample Location: 23 Point HIII RD.W.Barnstable, MA Collected: 07/1412017 Collected by: DWD Received: 07/14/2017 Routine M ITEM RESULI UNITS RL MCL METHOD ANALYST TESTED NOTE Nitrate as Nitrogen 2.9 mg/L 0.10 10 EPA 300.0 LAP 7114/2017 Iron ND mg/L 0.10 0.3 EPA 200.8 KK 7/18/2017 Manganese 0.0051 mg/L 0.0030 0.050 EPA 200.8 KK 7/1812017 pH 6.4 PH AT 25C 6.5-8.5 EPA 200.8 KK 7/18/2017 Sodium 57 mg/L 0.10 20 SM 3111B LAP 7/14/2017 Total Coliform 0 /100ml 0 0 SM 9222B RG. 7/1 412 0 1 7 Conductance 610 umohs/cm 2.0 SM 2510B DCB 7114/2017 Well Depth 60Y31' Attached please find the laboratory certified parameter list. Approved By: (Lab Director) �( R- / I i 3 I , f I I i { i I ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level 3195 Main Street, PO. Box 427, Barnstable,, MA 02630 Ph: 508-375-660.5 • i CERTIFICATE OF ANALYSIS "s Barnstable County Health Laboratory (M-MA009). Recipient: Sally Desmond Matrix: Water-Drinking Water Desmond Well Drilling Sampled: 07/14/2017 13:50 P 0 Box 2783 Received: 07/14/2017 14:25 Orleans, MA 02553 Collection Address: 23 Point Hill RD.W.Barnstable,MA Order#: G17101335 Sample Location: Lab ID: 17101335-01 Description: RE Kit-2 DAY RUSH-23 Point Hill Rd. Sample#: Date Analyzed: 7/18/2017 @ 13:54 Analyst: yn Method: EPA 524.2 Dilution Factor: 1 Comment: Well Depth 60'/31' i EPA 524,2- Volatile Organics by GC/MS Parameter Result JMJL MIX _ F Aesuit MCL ug/L ug/L ug/L Parameter ug/L ug/L ug/L Dlchlorodifluoromethane NO 0.50 Chloroform 12 so 0.50 Chloromethane - - 1.0 0.50 cis-1,2-bichloroethene NO 70. 0.50 Vinylchloride NO 2,0 0.5o ds-1,3-Dlchloropropene NO _ 0.50 Bromomethane NO _ OSO Dibromochloromethane ND o,5o 1,1,1,2-Tetrachloroethane NO 0.50 Dibromomethane ND _ 0.50 - 1,1,1-Trichloroethane NO 200 0.50 Eth (benzene NO 700 0.50 - 1,1,2,2-Tetrachloroethane NO 0.50 -_ _ Hexachlorobutadiene NO 0.50 1,1,2-Trichloroethane - - NO 5.0 0.50 Isopropyibenzene NO 0.50 1,1-Dichloroethane NO _ 0.50 Methylene chloride NO 5.0 0.50 1,1-Dichloroethene ND 7.0 0.50 Methyl-tert-butyl ether NO 0.50 1,1-Dlchloropropene NO 0.50 Naphthalene __ND o.5o 1,2,3-Trlchlorobenzene NO O.So n-Butylbenzene NO 0.50 1,2,3 Trichloropropape NO 0.50 n-Propylbenzene ND 0,50 # 1,2,4-Trlchlorobenzene NO 70 0.50 p-Isopropyltoluene NO 0.50 1,2,4-Trimethylbenzene NO 0.50 sec-Butylbenzene NO 0.50. 1,2-Dibromo-3-chloropropane NO 0.50 Styrene NO 100 0.50 1,2-Dibromoethane(EDB) NO o.50 tert-Butylbenzene NO 0.50 f 1,2-Dlchiorobenzene NO 600 0.50 Tetrachloroethene NO 5.0 0.50 1,2-Dlchioroethane NO 5.0 0.50 Toluene NO 1000 0.50 1,2-Dichloropropane• NO 0.50 Total xylenes NO 10000 0.50 1,3,5-Trimethyibenzene NO 0.5o trans-1,2-Dlchloroethene NO 100 0.50 1,3-Dichlorobenzene NO 0.50 trans-1,3-Dlchloropropene NO 0,5o -Dichloropropane NO 0.50 Trichloroethene NO 5.0 0.50 1,4 Dichlorobenzene NO 5.0 0.50 Trichloroquoromethane NO 0.so 2,2 Dichloropropane ND o.50 Surrogates T!88-110 "70 2-Chlorotoluene NO _0.50 4-Chlorotoluene NO 0,50 p-Bromofluorobenzene 1,2-Dichlorobenzene-d4 Benzene NO 5.0 0.50 - - ........... ..-_. _._.F ne NO 0.50 methane NO 0.50 romethane 11 0,50 NO 0.50 hloride ND 5.0 0.5o Chlorobenzene -� NO 100 0.50 Chloroethane ND o,50 /J 1 Attached please find the laboratory certilled parameter list. Approved By: _ (Lab Director) � T7 NO=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level 3195 Main Street, P0. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 Page 1 of 1 c Town of Barnstable P# 1�9�� HE T � e� Department of Regulatory Services � ( ' t BARNSCABLE, Public Health Division Date yl 1 Z-11 v� 1639. � 200 Main Street,Hyannis MA 02601 A�FD MAC A 1� Date Scheduled ID Time U 1 M Fee Pd. � off'6_'' ,ram W Soil Suitability Assessmentfor Se_ age Disposal a Performed By: &I C.E�I s�lsyz Witnessed B �✓r 7Un y � LOCATION & GENERAL INFORMATION Location Address Z 49"rI 14-14111�/ Owner's Name �5- fe cjL-C—m r4 qj e,�Q fit , t2Cq,77—c Y 6 tc/ ��f Address C9�P art led 6,,r Assessor's Map/Parcel: f 3eq—D 1 -7 Engineer's Name M C NEW CONSTRUCTION X REPAIR Telephone# 5O R> ?-5 7^y?6 F Land Use ��.X G�9^ Slopes N 1�Z Surface Stones �r 2C�i_ �1'rA Distances from: Open Water Body 7 ft Possible Wet Area ft Drinking Water Wel ft Drainage Way /�7 ft Property Line 7 G b C ft Other ft I i i SKETCH:(Street name,dimensions of lot,exact locatio of test holes&perc tests,locate wetlands in proximity to holes) I 1 ` I ry I- �'�U- 2� i - i ,.�., Parent material(geologic)_�_ Depth to Bedrock l Depth to Groundwater: Standing Water in Hole: /l/� rj w Weeping from Pit FaccMQYU& f.: Estimated Seasonal High Groundwater y1 I DETERMINATION FOR SEASONAL HIGH WATER TABLE 'f Method Used: Depth Observed standing in ohs.hole: _in. Depth to soii mottles: n. Depth to weeping from side of obs.hole: in. Groundwater Adjustment _ft. Index Well# Reading Date: Index Well level Adj.factor_-_ Ad,j.Groundwater Level_ I I - PERCOLATION TEST Date__ Time f Observation �-• Hole# l l 3 Time at 9" _ Depth of Pere/ i/ Time at 6" _ Start Pre-soak Time @ a}C)Ct I Time(9"-6") { End Pre-soak ��'✓�•2 c 1 / /L�< I Rate Min./Inch < Z Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(YIN) I Original: Public Health Division Observation Hole Data To Be Completed on Back----------- I ***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. I Q:\SEPTIC\PERCFORM.DOC Vt. '7 DEEP.OBSERVATION HOLE LOG Hole#_ 1 Depth from Soil Horizon Soil Texture .Sdil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Conslitncy,%Gravel) F•A..� j 12-3J �5 SQ tom.'y SIG Sh 4,r. • DEEP OBSERVATION HOLE LOG Hole#?- Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. Con ' en % ra e .71 o 3Z-9r C, S'.t t- `Z=5y -: .3 _ C VX 5c"4 2.s � GCS l ' i i DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture, Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. n i5tency,%Gravel)__ 12 -- DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munselq Mottling (Structure,Stones',Boulders. s',tencv,9b Qravgl)_ A 5 L ii; 10/3 z -3� 13 5 L. i07lL�I(v i Flood Insurance Rate Man: Above 500 year flood boundary No— Yes Within 500 year boundary No!±- Yes j 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 a ea proposed for the soil absorption system? If not, what is the depth of naturally occurring pervious material? _...�..� Certification I'certi that on t t �`\nT (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysts was performed by me consistent with e required training,expertise and experience described in 310 CMR 15.017. the e9 g . Date �:Z .C. Signature i I Q:\.EPTICNPERCPORM.DOC I _ Engineering Works, Inc. SOIL EVALUATION 12 West Crossfield Road, Forestdale, MA 02644 23 POINT HILL ROAD (508) 477-5313 Prepared for: Maria Lemdidakis Handwerger 2 Tall Trees Court Katonah, NY 10536 �(} Date: 2/26/16 Job'no/ 106-16 g o EXISTING WELL (RECORD) EXISTING WELL (RECORD) HSE#7 tp ✓� O. rERVE SAS. 4 bedroom) PRIMARY SAS. (4 bedroom) VIP— TP-1 -2 ISO' TP_ as / / EXISTING WELL (RECORD) 100 T?. BU R TO W� HSE#43p\ / SHED % PROPOSE WELL / a0. 20' DRAINAGE EMENT / EXISTING WELL / (RECORD) APP OR X ISOLATED GETATED WET D TP-1 TP-2 TP-3 TP-4 HORIZON TEXTURE COLOR 0-12" 0-10" 0-12" 0-12" A SANDY LOAM 10YR 3/3 12"-30" 10"-32" 12"-34" 12"-36" B SANDY LOAM 10YR 5/6 30"-72" 32"-90" 34"-70" 36"-68" C1 SILT LOAM 2.5Y 5/3 72"-138" 90"-138" 70"-138" 68"-138" C2 MED. SAND 2.5Y 6/6 NO GROUNDWATER ENCOUNTERED PERC TEST TP-1 & TP-3 IN "C2" HORIZON, PERC RATE < 2 MIN/PER INCH (PASS) PERFORMED BY: PETER McENTEE PE, SE#1542, WITNESS: DAVID STANTON—HEALTH AGENT c17 S f i I i i tb O U N G 0 A q 61-0• 6!-W La A b A 2x10 RIDGE BOARD W m V L L5TA99MP9 104 STRAP PE u-� a D a Ib 21, V .... .. II �DL� m w t !-- ----------------------- ------ ROOF NANN6 2X6 CL6.JOISTS a 16'OL. a •O N STORAGE/ POOL EQUIP. O To BB W Q� w BEAv eoARo MATEraAL rw w FROsr vuLL ro >? NM51 a a• e 4{'-{•f44997 HALF � HALF BATH .z m B'CONCTFROST WALL(Wig Y SIMP50N'NANIULKET5�I�E I $ $ omm—R-'�� to S RY EXT.FOR N5 T944 p�R INSFUN6 VEMMW ON 24'X12-CONT.WINL. 2-B%b-8 • �--� PROVIOE 2%IO 512p Q w f• (CV TO 0')ATT TOP w FORM ABP/E(MR�iiNS 2(J) FOR ygF T'-5 In- S-0' O �O tit RI •�� t +• Rq S'!V4•X b'-9 SA!' 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ONLY. civil engineers Scale:l = 20 s land u y s rve ors 939 Main Street ( Rte 6A) DCE # ' 7--080 0 10 20 30 40 50 FEET YARMOUTHPORT MA 02675 DWG E E so.FUR. COe O Rsrwz 454 T u', m CO) FL TO.PNDN.WALL cti O Cu 20'-0• 28'4' IO'-ak' IH•-1'y o w •V p N 15'40k' O'A' O'A' 9'-0' 13'-I' 1'-10k' ON WLMT-IN SHE cc ONL K R�4R = TO FTmN.VIALL� C2 C i_________________________________________ ____________ _I n11N5 ONE V@:ffR � }' e: L R 2)•s ROAR !XTEOFI�)To `c_------------------------------- C) ' OE U l6 mw'IORrr IN 3XI0 1DP OP POR1.1 TO b ., E10'LONG.WALL SW 1 I/2'SHELF AT ENT. 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Y1� ® yI ______ _______________________ ___________________________________________ Cn ^ .. ..- _ O --------------------------------------______________________________________________________________________________________ ___ _ N .. .. .. .. •. - N ._ _____________________________-----------4--------- ' C EDGE OF SLAB TO FNM WALL }O •('TO C W ND RM&R o Ib-34'OL.(GRILL •`D ly Co Q INTO WALL MX 4') mM(1� 1 1/3'n6NSTONE VENEER N LL , , 4I , ON BNLT-IN SHELF ' 6'ni1GK CONIC.SLAB W NAIANGNFDICU, � EDSE ON H'COPPAGIED 6RAVE4 � N , BULD w SRAOE As N®m ANo J____________________________ a STRULriRAL FOUNDATION O'GONG.YVLL ON 2d'%1Y T�r09 LLFOOn�E CORECTION5 OF FLU HBSW FCMATM WALLS TO FROSTYPL S TO BE SBUIR87 W 2'•r 10•-0 -0'• 1'40' 10' YA' IB'd' Y40- W-V KEY(CAST FROM 2X4) fob no.: I110 • RO� SIL�IN 2W-V MCI, YO MTEROR OM SO date 20,),LY,2011 -ATCONLREUTRE1STH MN Ft•5400 PSI scale AS NOTED drawn: I, -CLEAN COVER FOR RERSOIN TTO AI 9' TO BOI C'mAND ' T SVESsF FOCITHISS T FOUNDATION FLOOR PLAN FOPDATION SBSIK NOTES are eTO SE t2(ALL rw�RE W(U 2,,)W LOWMSUP05T Foonsis SCHEDULE EAR U AND 2'AT 5OE5 OF FOO SS OR rev. -SILLS TO�(21 2xb.N01F#AND N btb ON W -GARAGE SLAB 10�4'MONLREre rBSN PSU WALLS. A ON b•YgLGRADED 6RAVa C011P.TO� -FILL IEIORI LONG.WALLS TO BE IO TIRCK(b'THICK 91D'10Y QM-VANIgD STD ANCHOR DOLTS o ��`ITY:SW TO eIaPFD La. MAibC DI1�LilONS REINFORLINS -S@ SIRIILNiA-SEERAL NOTES AND TTP. rev. • SCALE, I/4' • I'-O' BUlJC1EAD)ON 24'AT LONT.LONC.V N KEY: d0.Oa.M)R ANO.1Y FROM CO!✓H&S.BOLi'9 PER IY IA FROM OVERHEAD DOMR9 DETALS FOR OTHER NEOIIRIMENTS PROVIDE 2 ROM OF$5 R®AR.rDP t BOR.OF 91NLL EM9A6E BOM PLATES AND OE FASTc'NFD _I V2'TNINSTONE VQS3t ON 5HE3F PROJIpE/ F-I 4'-0'X4'-O'X13'TfIK S 9 REBAR EJK OBOTT. WALL(R�TO SEC.d DET.FOR WALL 166Mfy W 0O F 2 PLATB IER ELL AHiE To SI.BE �p0(2XH GUT F CO TO 4 VY.R SHELF -ALL STEEL GOBECnOS YEL.DED IN fla0. A — C A M)R OF 2 BOLTS PER SILL WA911H2 i0 51T PORCH ONLY)o TOP OF GONL.FORM FOR SIBFSCICPJZ REfH2 TO STRIMTURAi.ORAY9N6S TD EASEMENT SLAB TO BE d'COAL'.E'..o OI IPPHR SCl OETAL9 NOTE9 AND r. p rV b%b MAMA WITS sEi11 ON b ML VAR2R Am OTIHd GOMILTOS ANLIGRASE' LOLU191/PO�T eGMEOULE 1- BARRIER OVER 6'Y81a5RAO®GRAVEL OP SPB6rR1GTLOE TO EP6®D® x^j 0OWALIEO TO 9'$1MX DRl'pE'61TY IN FOWATNRI ® CARBON M2N2ADE 4 y4pKE DETECTOR MARK Dlt�l510tb TOP GOWSCTOR BOTT.GONIIEGTOR h G-I 4'DIA.COL.`k:RN.40 91l1P30N LLO LAP EASE PLATE 9A/4'XI2'XI2' ISSUED FOR PERMITTING 5bt i of 14 E 0 A'- n 1 A• � y p GENERAL PLAN NOTES LfEEO -FROM KART DOOR rO BE v O SR.PSON'NANTLNC 'SERIES -ALL EXT.WALLS TO BE 2X1bS°16' ON -NEAT DETECTOR u�i W O OL MIILt3 NOTED On6ZX65E1 -REFER TO ELEVATIONS FOR WINDOW 0 _SMOxE DETECTOR I:. 0 y R0.HEIGHTS ABOVE°JIBFL=N ALL INT.WALLS TO BE 2X45°W ® -CARBON MONOXIDE/ 04.I1111LESS NOTED ODH9WIso SMOKE DETECTOR 'g I$ m = t -W L-s W PDLKET DOORS TO BE -INTERIOR DOORS/CASED OPENING LOCATIONS q• &r[i V NOT DIMESIONR ARE TO EE COLA E50 3 INVS W� d 1X6 �� E� (4 I!1')FROM r1E D IN SPA WALL AS SNOFN IN O ALL PIRST FLOOR 51EAININ6 e V != RAN OR CENTERED IN SPADE TO l/16'CDX PLY W by 6��X,,pp6CGPKKITINSWST W{�2WXP EME OF p05r Z NTH NON-WACT 911pR11 .I01NR CH FRAMINGRY. 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WINDOW t iRA1GOM CODE(REFER TO ELE/ATION5 FOR KINTIN PATTERNS) ++ u1 ` c 93'O' h E O +' 28'C I6'-3• II'C IB•4- ITC 2•-0' h O i0 U iox x�[ n � � V x 0 A-b V a D ------------------------------ ----------- ----- •-------=------- ------------------ ------------------ -------; -6 �j y A P A-b I I 1 ' •o x 4.67 OW DGW-Ht _ '3 C g LL DORr'el UNFINISHED UNFINISHED I '� ' BATH 3 e AGCF95 DOOR E#iE OF�MT FLAT A"m POOR, SLOPED _ `�.OPED of Fur I , � u8. ' y I TO 7'-IOk' 5k• 34 9'4' - 4 k' T-wk' T-0 ____________________ n I _ LIN, LIN. LIN. I I I P I _ a 2 :r ' ' BEDROOM 3 UNFINISHED/ I ---- I w (MMTINS 6N— — — ABODE / 8 a .So STORAGE O 3'-B' 3' .TO• UNFINISHED 'FAQ _—.r�'•ag RO1 bb K 4-8 I TTIL ACCESS HATCH ABODE: I RO.�2-6 x 4-8 gaTj ac_e e BEDROOM 2 ON 16 a 5 ' ®•� MEN 22XBO FIN DIM. LIS -g -55 �: I PAEANOF �AOE I ! @'Las-,' LOF METAL PUJE BY WJORK I _a�o.i OR SIM.2'MIR AIRSPACE I 1•':a v x a Y i�a s-- OO ;P TO FRAMINGI <$SQi E e 12.4. i- .- 8'Ak• 9 I'-0k. ---T @•s•Ll W C6 T: --2'•l0' I 4 I 6'C N-TALL TALL l �—EASE OF FLAT�i �ETXaE OF FLAT b N t SLOPED GCB. 6'C N•TALL WALL R CU SITTING Ix4 lFe vEGIUNS ON SITTING I OG SL P.T.TAPS F8H25 ^ I i L.L ________________________________________________________________________ I may. 8-6 12-TALL in n DORNER vA Ls I e'v IR TALL I j Cl) _— ' DORMEx WALLS .fl ---------------------- — ' I vLL = Cu o I I I I _0________ __________ ----- p i 2 U� amc (D al I al cu N N L2 Lg ly L � I� � pi $ A . � o�I9 lob no.: No fryla n Rai Kj . It Ifia date 2&xLY,eon 7-10' 8'-rk• 6'-tk• 641' 641' b'-Tk• 6'•rk• 2'40' scale As NOTED drawn: MM ze•-0• a6'C ITC rev. { 4T V rev. SECOND FLOOR PLAN SECOND Fi-oDR uvIMB AREA,Ip32 50.Fr. A-3 SCALE. I/4' = 1'-O' ISSUED FOR PERMITTING snt 3 Of 14 e•-4 B/a• b•-4 3/4• E la'a 6•-0' N 1314 x II ire•I.M.RIDGE BOARD(LION-STRLLT) y H _ N RAFTERS +✓ II 2 l TRZT) aX I1bp'O.C.OA O) u9 N 2XI2 M06E BOAR. 2XI2�r 3x a I6•OL. 12 2AO LL6.JOISTS o 16'OL.: d BEADDeo�oerlee __ 14'-0• 14". I/I1)19/1'x II T/0 LVL gX'OL.ERS a IO LLG.J015T5 .�. HID6E BOARv(rbwSiRlcr) I 16'o.c. oo .0 iIS RAFTERS � LVl 3/4,x 1/4• p d cc Y zr6 wLUR TIESOCLG. .PLAre I 6X6 P.r.POST 2X o .OI515 a 16'or. !]O 9/{•X la'LVL BF1.M OR I%/Ix HRAP N �O FRONr PRMR O 13/4'X 11 T/B'LVL BEAM 12 : 0'40,FIN.DM) A STORAGE OR KOA,,- BEAM _ B �II o ® 2xe cLG.JOISTS - SGREEN•PORCH L. m Y 12 STORAGE 4 o n Qu - BEDROOM 2 2.Ice pES 16oN P.T. Q o 4 2%121OI51 s 16'OL. 2ex SILL(4T GOWN i0 B 12' 5U8 FLA 2%I]RAFTERS ONLY) ' TOP OF pGCKIN9 t16 PLY.ON - 3/4'T16 PLY.ON Il i/b' I TDF.0 SGK PORLN NOF.R.JOISTS /�SU�gR_ 7ro'IJOISTS a Ib'OL. �Z .Ib'OL. V o SECOND DBL P Are ^DB.Pure U CA I .RARA6E Ts NouRE — n IRSTORE vV E R w M2X35 STEEL BEAM ON I Irz•%E F M . LV HE z 11111(Cw 2x F k BpLTED ' 1�1 C LV 11ffM9t(CDRTJ TO TOP R.AN6E (� 9/{'X 9 I/4' '� C'1 A� )13/4'x 4 V0' LVL BEAM A i ���� _ ' 'LOIIL. L h OFFICE HALL LAUNDRY .--to FROST PULLON24-X12•COW. ' ~ GARAGE ® ' rT I !q G I FOOMNG W KEY ICI V y... s xTOP OF 6 M4 f 3/4'TIG PLY.ON I B.A%.TS'(36'4')-f7 O N }� II P.T.2X6SILLS LANE. •Ib$OL. !\ (Y 1F WDE , a "N%3%3w/4(R'roND) OF FPO.raw �549 FAA.FIRST PLR'- S E G T I O N E 2•-0'LONG.APROX TorT of F1roN.wALL raP LF FRDR.wAu s C A L B: 1/4' . I .. ... ? EL.:asset-,9 �a.:as50'(ash TNINSTOIB:VENEER . ;. ON nxlsEoraE vEa�R .. 13) s/a•x n iro• � .RDOF ON I In,swE .• LA BEAM ME-OK OR 24'X MALL 5HINGLES BY CarAIxTE® 12 4'LONL.SLAB ON 34'X12'LORL. ON 6lH FELT QI S/B'fAX _____________ SLOPED 1/6'PER I2' FOOTING W KEY (I)P.T.2Xe SILL!12), PLY.3MEAT14IM6 ON=0 2*SILLS W 516142' RAI'MRS.6 OL.' I W cowl.MALL b b ANCHOR 501 a 52'OL. BASEMENT to !0*0 ON 24'X I2'004 - - MIN W PER 54LL 112' BASEMB`�SLABS TO BE FOOIIWS W KEY FROM LOR65 TWILAL: GONLREre r-_'CCD ISU ON• IYh LLE.JCM 16.OL_ j MIN(])BOLT9 PER 51LL a'RIGID IPSU-ATK1N ON 1X6 EDGE!L1R BEAD BOARD I, b MIL VAPOR BARREN OVER 9N$%i/4 ON 6•�'�EP mow' %49•X12/ CONPALTED r0 `9Jb MAX. DRY DENSITY ALUM.GUTTER ON 5 E G T 1 O N A TOP OF FOOTW9 TOP LP FOO N6 _ xB FASCIA � I SCALE: I/4' - I'-O' ' S E C T 1 O N B Ix SOFFIT c 6'-0' IB'-0' SCALE. 1/4' • 1'-0• AN 52 cROrRI MOLDING LH = VENEER LN ORr�B 5POARD q I/a•-F T 3/4'4'RA`¢D JOIS Y/ 'M TO LL6.JOISTS ER W 13 IbD NAILS N 242 RIDGE BOARD Ile GER YV LAU s = g ADM 52 LFOM MOLDING ON 2X CAP y 3 E 2 a TYnF€� 2X8 RAFTERS 1 I 12 ! .Ib•oL. R)fN�3EBORrTro LVL ' '- '-a•3s�6gga` " _G N't ]%B RAFTERS.16 OL. •y a•` 216CLG.JOISTS e • o �� m e 2X6 coLtAR nEs/us. (2)1 3/4'X 4 V4' .Ib'OL. .1A515.16'OL. SNRTER'(REFER TO MFR SPECS. �'��a e+eF`e G a o 6o Y LVL BEAM /, - Rau-sCREaE BY 511ADE Arm Z 8 s -- .PLnre n 2w RAFTERS SPECS.l n+srALLAnoN ItuiR) 6 a REAR DRMR. V o Ig OL. DOUBLE 2x10 C1D. 2)t0 Ub.JOISTS JETSi.BELOW GIdM'@Y 12 2 EDGE AND CENTER ' �11 HEAD BOARD 0)1 5/4'x 14'LVL BEAM �tl)l L{'X9I/4'PORCH OR woxls STEE.BEAM EAM 2X CAP OR SHNOLED ! 1 N (2)2x10 1E:ApH1 5TORAGE N N 2x12 ROSE BOARD r 4A'P SLEEPERS P.r. LOFT BATH 5 § 0 6x6 M rosr A' k DIM) U "� (p ;N {{ !Uf MAP(IO'O60•FW.DIM) Z RAFTE29 y,,• 01 5/a'X II T/B' I�l ill.i215T5 3/4'TS&PLY.ON LVL BE. .16'OL. ]XJO FLR JOISTS Q e 6- St B FLR.SEC.RR. cn T� �( IL _________ �.PLATE .pLAre b. W 1 ^S W 2%IO BEAM • �. A 1 N c (?)13/4'%4 V4' '_____________ , K�ApER 1�• AD49,dAlO MOLDAYs ON I%e i i •O QM Q - ���J// LVL BEAM(BY0,10) (5)2AO HEADER - KITCHEN I rr M MSTR.BDRM. HI5 HALL HERS i N 2xe JSTs..1e•oL. I Q P I I > TAPERED Vb•PER 17 - - I I IX42A IPE TS 0 ON P.T. 1 1 3/4'TlG FLY.ON 3/4'1/6 PLY.ON 1 I BLUEStOIe FLOOR II, I.)01515 II 7 I.DISTB 7ON]JOISTS s 6.OL. W FIB.D STONE .I�OL. .�DL. VENEER RISERS SIB RR.FIRST FLR I �SJB FLTL•FIRST FVL loan= I%MXIBLE O(ON 2%ocy) _ TO.FNDN.WALL TOp OT F1IDN K4LL AT BABLE CP PORLFI 011Y) i job no.: rno Kr CM.WALL OR 2a 42' a:asseTas'-,T �a.455a'(ash a 1n• v2• cor.Four%W Ker - r6ox4s oR W2%40 5n33 date 2e JBLY,Doh TNIRsras vENr33R nmsTorE vEasBR BEAM w 2x rasa BOLTED N 2x0 F.T.s41 W 3/eztz' -1 In''e" OR 112..1 TO rw FLANGE ANCHOR BOLTS.32'OL. w 1 Sid•X u iro Ma h)PER SILL.W FROM scale As Mo v LVL BEAM IBE.ON H59 309/4 ON IB'Xab'%12' LQ6e25 TTP:III(2)BOLTS PER SILL BASEMENT a b IO•LQNC.WALL BASEMENT drawn 1MM BASEMENT SLABS ro BE a• - a F°Nm2idlru vi I ioN> (oo PPSSI oN• r car2RBre f3000 Psu oR o11°N 1"SirrJ'SIBVL�R I rev. - 4•RUD rtbLLnncw oN a•R61D ItFJA./.TIIX!ON 6 MIL VAPOR BARRIER OVER 6 Md.VAPOR BARREt OVER 6'�-GRADED 6RAVE- b'.616RATo 6RAVEL rev. . HST 9x3xUd ON COMPACTED TO 45w MA%. (,ONQALT® 4�MAN. .: .. 46 x{b•x1r DRY DEelm DRr n _ . ... '... 115 TOP OF NG FOORW4 W KEY . .... .- A �• T II OP OF FOOT 10• I 1 FOOL •- g E %sJb4� EL. ------------- EAVE AND COLUMN DETAILA�6 I ,i . N Q �-----------• N t� S E C T I O N C 5 E G T I O N D O® SGREEN PORCH SCALE.11/2'-I'o' SCALE: 1/4• . I'-0' SCALE: 1/4' a 1•=0• ISSUED FOR PERMITTING 3ht 6 of Ia NOTE: IMPERVIOUS SOILS IN AREA SEASONAL 4" SWEEP BACKFILL WITH SAND, CAP WITH 12" SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES 13. POOL FENCE SHALL HAVE SELF-CLOSINGSELF-LATCHING SYSTEM DESIGN. POOL CLEANOUTS IMPERVIOUS LAYER PITCHED AWAY MARKED WITH MAGNETIC TAPE OR LEGEND CABANA TO GRADE FROM FOUNDATION PER GRADES (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. GATES, SIZE AND MATERIALS TO MEET LOCAL AND STATE Cap e C O d HOME 1. DATUM IS NAVD 88 BUILDING CODE, ALL DWELLING DOORS OPENING TO POOL D AT BENDS SHOWN ON PLAN VIEW. ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE SHALL BE ALARMED TO CODE. Bay y GARBAGE DISPOSER IS NOT ALLOWED z" PEASTONE OR GEOTEXTILE 99 - EXISTING CONTOUR TOP FOUND. EL. 45.58' FILTER FABRIC OVER STONE 2. MUNICIPAL WATER IS NOT AVAILABLE 14. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO 43.5' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 42.0' 3. MINIMUM SEPTIC PIPE PITCH TO BE 1/8" PER FOOT. DRYWELLS SET IN CLEAN SAND. (DIG DOWN THROUGH SILT Car/ X 99� . DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD 0 EXIST. SPOT ELEV. BLOCKS OR LOAM LAYER UTILIZE H-20 STRENGTH DRYWELLS . USE A 440 GPD DESIGN FLOW 41.6 PRECAST H-10 WAMIN. 2' D'BOX FOR LEVELNESS 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO ) Fasf RISERS (TYP.) MIN. 2' CKNESS PRECAST RISERS -[99}-- PROPOSED CONTOUR 2'0 4"OSCH40 PVC MORTAR ALL BE AASHO H-10 15. BUILDING PERMIT OR COC WILL NOT ISSUE WITHOUT �� a PIPES LEVEL 1ST 2' COMPONENTS INVERT IN 38.67' a `X 19g.4) PROPOSED SPOT EL. SEPTIC TANK: 440 GPD 2 = 880 �4 A CERTIFICATE OF APPROVAL FOR THE WELL 4 0 ( ) (1_9 SLOPE) \40 ENDS (TYP.)ri SIDES 39.5' 5. PIPE JOINTS TO BE MADE WATERTIGHT. Q° ��° �� THt USE EXISTING 1000 GAL. SEPTIC TANK .21 10" 1500 GAL H-10 t4" 1 109' 4 PVC d 6 NO SEPTIC SYSTEMS EXIST WITHIN 150' OF THE �� °c << TEE SEPTIC TANK TEE °° 000 ®�®® ��DO_ j mEn� j00000000° 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 39.56' PROPOSED LOCUS WELL AND NO WELLS ARE WITHIN 150' c° TEST HOLE 9•31 °°°°oo°°°o°° 6" MIN SUMP %go OD�DD�O���(] 0�0�����(��0 '°°°°°° 310 CMR 15.000 (TITLE 5.) 0 0 0 0 0 0 0 ° ° '°°°°°°°° OF THE PROPOSED SEPTIC SYSTEM AND LEACHING G LEACHING: SLAB 37.1 (BOTH) GAS BAFFLE::: ° ° ° ° ° 12" MIN. INT. DIM. ' g° 000�01����®® ®®OO�D��OO�OO '°°°°°°°° 2% SLOPE OF GROUND ° ° °^°^° N ° °°° °°°000�o o RESERVE. ° ° ®® 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO °°�°� °°°° °°° BE USED FOR LOT LINE STAKING OR ANY 01HER PURPOSE. 17. SPECIAL TREATMENT TO AVOID A WET CELLAR IS oG olw wpY ��- SIDES: 2 (33.5 + 12.8) 2 (.74) = 137 GPD a 38.95' 38.78' °°°°° ° ° ° 4' LIQ. LEVEL (ACME OR EQUAL) 36.67 POST LIGHT BOTTOM 33.5 x 12.8 (.74) = 317 GPD FOUND. ° • .0 . .:: DRAIN °°O°O°O°O°O°O°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°` RECOMMENDED DUE TO CLAY SOILS AT SURFACE, OVER f� o� 0� NaY ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ,o°o°o°ono°o o,o,o°o°o°o°o°o�o�o�o 0 0°0°00° H-10 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC: EXCAVATION TO CLEAN SAND AND CAP WITH IMPERVIOUS P TO 4'X4'X4' 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. (3) UNITS REQUIRED / Locus FIRE HYDRANT TOTAL: 614 S.F. 454 GPD DRYWELL 6" CRUSHED STONE OR MECHANICAL ALL AROUND PRECAST STRUCTURES SOILS AND PITCH /SWALE GRADES AWAY FROM HOUSE 000, SET IN SAND OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.5' X 12.83' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED REQUIRED. yYp NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING COMPACTION. (15.221 [21) WITHOUT INSPECTION BY BOARD OF HEALTH AND USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) PERMISSION OBTAINED FROM BOARD OF HEALTH. 18. WASHED STONE CONSTRUCTION APRON REQUIRED, P WITH 4' STONE ALL AROUND (2•5% SLOPE) ( 3 % SLOPE) ( 1 % SLOPE) PROTECT STREET AND BASINS FROM SILTATION WITH 10. CONTRACTOR. SHALL BE RESPONSIBLE FDR CALLING SILT FENCE AND FILTER FABRIC UNTIL SITE IS FOUNDATION- 26' SEPTIC TANK 12' D' BOX 13' - LEACHING DIGSAFE (1-888-344-7233) AND VERIFYIN4 THE LOCATION STABILIZED. NITROGEN SENSITIVE AREA: (ONSITE WELL AND SEPTIC AREA) FACILITY 29.4' BOTTOM TH-1 OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO LOCUS MAP *THE INSTALLER SHALL VERIFY THE NO GROUNDWATER FOUND COMMENCEMENT OF WORK. 52040 SF / 1 BR/10,M00 SF = 5 BEDROOMS ALLOWED LOCATIONS OF ALL UTILITIES AND ALL 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE SCALE 1"=2000'f 4 BEDROOMS PROPOSED < 5 BEDROOMS O.K. BUILDING SEWER OUTLETS AND REMOVED BENEATH AND 5' AROUND THE PROPOSED ASSESSORS MAP 136 PARCEL 17 ELEVATIONS PRIOR TO INSTALLING ANY LEACHING FACILITY. PORTION OF SEPTIC SYSTEM 12. REFERENCE LANDSCAPE PLAN BY PHILIP L. CHENEY ZONING SUMMARY \ DATED 6-20- Q117 OR AS AMENDED 'TO PRESENT. / ABPDPGOX o \ / /�j ZONING DISTRICT:REQUIRED: PROVIDED: MIN. LOT SIZE 87,120 S.F.* 52,040 SF PRE-EXIST REF. ONLY. #7 PO NT HILL ROAD o \ o (PRE-EXIST) � j MIN. LOT FRONTAGE 150' 160' / MAP 36 PCL 016 v� A ELL / MIN. FRONT SETBACK ' / N/F IBBONS o 0 ELD LOCATIONa / A 30 84.3 D54 & GE RARD �.6 '-� SASS MIN. SIDE SETBACK 15' 15.4' \ 150' OFF , J MIN. REAR SETBACK 15' 121' 5' REMOV OF' UNSUI BLE SO REQUI � �. -_ a / AROUND ERIMETER 0 LEACHIN FACILI \ a / MAX. BUILDING HEIGHT 30' <30' TOP PLATE) DOWN 0 SUITABLE S IL LAYER. EPLAC \ D / / \ < WIT CLEAN MED. S D, TO MEET SITE IS LOCATED WITHIN THE RESOURCE / \ SP CIFICATIONS 0 310 CMR 15.25 (3) � \ PROTECTION OVERLAY DISTRICT (*1 AC. GRANDFATHERED) AB' EDG � \ p� SITE IS LOCATED WITHIN THE AQUIFER SA \ DECK / LAWN \ �O� / OF OGP�\ PROTECTION OVERLAY DISTRICT SITE IS NOT LOCATED WITHIN A FLOOD HAZARD ZONE /`Q �o SITE IS A NITROGEN SENSITIVE AREA (ONSITE WELLS) TEST HOLE LOGS ESTATE OF EMMANUEL LEMBIDAKIS [42 � CURRENT OWNERS, UNDER P&S TO APPLICANT , \ ENGINEER: PETER McENTEE PE, SE #1542 DEED REF. DB 2462 PG 185 PB 249 PG 107 5 \ DAVID STANTON, RS \ 625 I WITNESS: #52 SAND NECK ROAD / \ S 8 ROOF \ 2 26/16 EAST SA WICH, MA / S 2 � " ;1 DRYWE \� DATE: / � \ TYP PERC. RATE < 2 MIN/INCH UNSUITABLE MARK E. TULLY P� Q - SOIL N q8 // 6 ,, CLASS- I SOILS 1 FF LOCUS WELL Wt� 2 o. ������ �A \ - ' � ELEV. ELEV. ��----���� ELEV. ELEV. ABBUT. / _ - -- ., / £�- \ o \ \ I \ �i 41 :1 ' » 41.1 ' `V� 41 .0' „ 4 40.9' BLDGS P14 0 0 0 0DECKAB. i / \ ,' ", of #26 POINT HILL ROAD - REF. ONLY. SAS t / .." � 8, \;� \ \ �� -o MAP 1 '36 PCL 024 A A A A// PROPOSED .: mil_ } \ / SL SL SL / i O 'v N/F JCDHIV SL DWELLING \ TI _ / P �� : ,, _ , R .5/`3 I OYR` 3/3 1 UYR 3 .5i 45.1� TOF = 45.58 _. z\� \ /\ , ... , �� U �,� SL / �SL SL U) P / / / j 1 UYRa 5/6 10YR 5/6 f � � � O � \ � � P,.,vE � � � \ � „� �i OYR 5 6 32" 10YR 5 6 38.4' 34" 38.2' 36" 37.9' TH -s\ 30 38.6 / 4'X4' 4' y b �O NDATI N POO C C C r DR N DRY ELL 1 1 1 S IN LEAN ND '• �/ BO OM T EL. 1°0' D ` `N \ /S'L S1 SiL SiL PROPOSED / �i SPA GARAGE 113 oe / \ '�B WE 2.5Y 5/3/ 2.5Y 5/3 2.5Y 5/3 2.5Y 5 3� / ' f SLAB = O,<, " ` I �. ��- �' �/ ® ��E�p LOC 72" 35.1' 90» 33.6' 70" 35.2' 68„ / 35.2' / \ �(A�K \ 45.0 '� TH4 �' 3 qT��N o" SH L1- 9� r�� BENCHMARK: D5� o ,. \ CATCH BASIN C C C C FIRE PI \� �� ,u ��r D F r,:.: P`' ELEV. 38.6 PERC 2 2 PERC 2 2 S� m CABAN �q 8� .. / o MS MS MS MS 41 6INV C.O. 0 ORP�tJ / NAVD88 / a2 \ ;<.. [44� ' 2.5Y 6/6 2.5Y 6/6 2.5Y 6/6 2.5Y 6/6 p C.O. _,�.. / P�F / DRAINAGE / i ��, � � a \ = °:.�� � ::;� / o�P�N LEACHPIT I -...-. ...- 138" 29.6' 138" 29.6' 138" 29.5' 138" 29.4' ------------- - / A SESSORS I AP 136 PARCEL 17 ` 42] pF...� �X / :.y / � /` / NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED 9. APPROX. tEARING IMI A PROX. / G // CEO\R LpG / BLDGS. I \/ / 2 / �� / \L� C \ \RE ONLY. 50 TITLE 5 SITE PLAN I / n � � / � X G AB. ' gP / • @ \\ SAS \ \\ OF J� I 2%3*1 POINT HILL ROAD L.. I► •••-'•• \ _ #43 POINT HILL ROAD WEST BARNe""' TABLE MA 176 ���� G� % ,./ .... ..-...�----. MAP 136 PCL 01 i8��' - - -_ / �p��P'i `��-� � N/0 TENDOfl FSCIMOH j SENDTR PREPARED FOR NJ- I RAGGIO ANTHOWY i I PROPOSED e3` I J DATE: AUGUST 1 , 2017 WELL \ / � 36 \ REV: AUGUST 22, 2017 (NOTES, CABANA UTILITIES) \ I qy F \ Scale: 1 = 20' \ L.: �S \ EXIST" :'o �90' FIELD�// ^�P 3a\` �vo I �� ��z�171111 .,o 0,- \LOCRTION \ �� o� �•• �,.. 0 10 _ \ ) -...EDGE -'<-...-...-... \ OFMgs o 20 30 40 50 FEET DELINEATION EB BLH ED I \ �o DANIELsq FMl,s,1 Z6 � fq � M \ #7 T` LAGE NE W. BARN' AB E \ ` � ` \ \ i NVIRONMEN�AL \ U Oa /o DAB _-1 s '`D`� _A qc DANIELAV cti� off 508_362_4541 WELL MID) E LO SEPTIC R Aft / 9fox ro \ o.4098 � 10401) t) ulo CIVf� t OJALA downOCape6com88© CIVIL I ea / / o v s �E� �q �s'` ,��e � % N 4� 20 �� down cd ve ea \N „-` No,46�R� �o. c502 �p �n S f, ST G 4 V1 / / - CJ ..a � ovA v4SS�oNAL engineers land surveyors f y 1 19 TIL GE E W. ARNSTA E � •'"°•�� f'\ --� y ( �w' 939 Main Street ( Rte 6A) W L FR T SEP C RE OF L T /�� \ / / DANIEL A. OJALA, P.E., P.L.S. DATE YARMOUTHPORT MA 02675 08� M„b / / DCE # > 7 \ 17-080 I' I 17 T T -- - II