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HomeMy WebLinkAbout0070 RUE MICHELE - Health 70 Rue Michelle Barnstable A= 335— 069 Ma��a�hu�en Office of Water Resources Well Completion Report 16-JUL-09 10:36:01 WELL LOCATION 262545 "PS North: 41 ° 41.954' GPS West: -700 16.488' ry Addressp_;.ue'-M�ele---^Z> Property Owner/Client: c/o Fred Clifford Subdivision Name: Mailing Address: P.O. Box 430 City/Town: Barnstable City/Town, State:South Yarmouth MA kssessors Map: Assessors Lot #: Permit Number:2009-009 Board of Health permit obtained: Y Date Issued: 06/06/2009 Work Performed Proposed use Drilling Method Overburden Drilling Method Bedrock New Well Domestic Auger CASING From (ft) To (ft) Type Thickness Diameter 1.00 -71.00 PVC Schedule 40 4.00 SCREEN From (ft) To (ft) Type Slot Size Diameter -71.00 -75.00 Stainless Steel Well .012 4.00 Point WELL SEAL / FILTER PACK / ABANDONMENT MATERIAL LLj Frd�i (ft) To . (ft) Material Description Purpose rn on p WELL TES!P-DATA (ALL SECTIONS MANDATORY FOR PRODUCTION WELLS) Date Me;tlod Yield Time Pumped Pumping Level Time to Recover Recovery Q G (GPM) (hrs & min) . (Ft. BGS) (Hrs & Min) (Ft. BGS) 06/30/2009 Constant Rate Pump 15.0000 1:00 23.0000 0:01 22 STATIC WATER LEVEL (ALL WELLS) PERMANENT PUMP (IF AVAILABLE) Date Depth Below Ground Pump Description: Measured Surface (ft) Type: Intake Depth: 06/30/2009 22 Nominal Pump Capacity: Horsepower: WELL DRILLER'S STATEMENT ADDITIONAL WELL INFORMATION Driller: Thomas E Desmond III Developed: Yes Fracture Enhancement:No Supervisor: Thomas Desmond III Rig #: 137 Disinfected: Yes Well Seal Type:None Firm: Desmond Well Drilling Inc. Total Well Depth: 75.000 Depth to Bedrock: Registration #: 764 Date Complete:06/30/2009 I Comments: OVERBURDEN From To Description Color Comment Water Loss/Add Drill Drill (ft) (ft) Zone of Fluid Stem Drop Rate .00 40.00 Silty Sand '& Gravel"'Brown ' Yes - - N/A 40.00 80.00 Fine to Coarse Sand Brown Yes' N/A BEDROCK From To Code Comment Water Drill Extra Drill Rust Loss/ # of (ft) (ft) Zone Stem Large Rate Stain Add of Frac Drop per ft ENMOTECII LABORATORIES,INC. ALA CERT. NO.:M-AM 063 8 Jan Sebastian.Drive Unit 12 Sandwich,MA 02563 (508)888-6460 1-800-339-6460 FAX(508)888-6446 Client Name Desmond Well Drilling Location Rue Michelle Address PO Box 2783 Cummaquid Orleans MA 02653 Sample Date 06/30/09 Collected By Desmond Well Sample Time 4:00 Sample Type New well Date Deceived onovo9 Lab Order Number DW-91587 Well Specs 4"Well Sch 40 PVC 757 22' I Location;Source Date Co/leered Time Collected-' Comments - --- -—� 1 3o109 — _4:00 Analysis Requested Units Recommended Limits Analysis Result Method Date Analyzer! Analyzed By Total Coliform /loom[ 0 0 SM9222B 7/1/2009 RS pH pH units 6.5-8.5 6.23 SM4500-H-B 7/1/2009 LL Specific Conductancen umhos/cm 500 171 EPA 120.1 7/1/2009 LL Nitrite-N mg/L 1.00 <0.004 EPA 300.0 7/1/2009 LL Nitrate-N mg/L 10.0 3.08 EPA 300.0 7/1/2009 LL Sodium mg/L 20.0 18.6 EPA 200.7 7/2/2009 MC Total Irons mg/L 0.3 0.07 EPA 200.7 7/2/2009 MC Manganesen mg/L 0.05 0.020 EPA 200.7 7/2/2009 MC Comments: pH is below recommended limit and may have corrosive characteristics. Water meets EPA standards and is suitable for drinking for parameters tested. Dare 09 - Rotealt .Saari Laboratory Director l BRL=Below Reportable Limits *See Attached Page 1 of 1 QCertfieation is not available for this analyte for non potable water samples.. � '�. ,�. .. `� ... n. it P, .. .� ' -✓ ... -i. .. .. � No. V 2.ODGj--- I �J Fee--�`�-�--- BOARD OF HEALTH TOWN OF BARNSTABLE Applicat ion lorVerr Congtruction3permit Apl2jication /Iereby made,/for/a permit to Construct ('Alter ( ), or Repair ( )anC,individual Well at: Looc4tion — Address Assessors Map and Parcel Owner Address ----------- ---- ------- ------- Installer — Driller dress Type of Building Dwelling---- - —--.—----- Other - Type of Building-=----____—_______ No. of Persons--- _-_____..___—__—_ Type of Well Gst? Capacity— Purpose of Well- -- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private ff- dateion Regulation - The undersigned further agrees not to place the well in operation unt' a C 'fi t nce has been issued by the Board of Health. Signed Application Approved By- Z/' ZOD�-f date Application Disapproved E/rthe following reasons: date W 200 - 00 z�� Permit No. �.— —__�__ Issued-- /____200�___—__ ------- date BOARD OF HEALTH TOWN OF BARNSTABLE Certifirate ®f Compliance by -IS IS TO CERTIFY, � ����'di�l Well Constructed (Altered ( ), or Repaired ( ) �j Installer at-_ G �� t�r�� L� 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. -----------------Dated---.---------.- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE--_-- Inspector-=------_---_-___-__ _ _ =- No.=--------------- 4 �._ Fee-----------.-------- BOARD OF HEALTH TOWN OF BARNSTABLE 2pplicat ton-lor Well Cootructfonpermit Annfication is ereby made for a permit to Construct (Alter ( ), or Repair ( )an individual Well at: Location — Address — Assessors Map and Parcel (3 rear Address Ro1c yam'a Sa ,�j --- --- ---- - - --- - -� r`----------=- — -------Installer — Driller m(dress Type of Building Dwelling ----- Other - Type of Building No. of Persons--- ---------_—__—__—_._____ Type of Well � SP ---_ Ca acit z`� Purpose of Well.-._. A Agreement: - The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well P otection Regulation — The undersigned further agrees not to place the well in. operation until�a C r if c.t . f� ' nce has been issued by the Board of Health. �� (� _ Signed - - ---------- ---_ ----- date S S" _Z od Application Approved By o _�_____—____—___— 2/ _ date 0 Application Disapproved for the following reasons: --.---- -----_-___�______—__�_____—__—__} date Permit No. W 2 OO 1—=- Issued--= ,_200�_—------------- date BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate ®f Compliance THIS IS TO C RTIFY, T a the Indi'vidtjaI Well Constructed (Altered ( ), or Repaired ( ) by-- 'tooG /,-/rc�eL� 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. -----------Dated—_----------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE----- __— - — Inspector-- -- --- — --______—_----- BOARD OF HEALTH TOWN OF BARNSTABLE ' Ivell Conf5truct ion Permit LA/No. - ©O Fee Permission is hereby granted to Construct (Alter ( ,or Repair ) Individual Well at: U � 1� Street as shown on the application for a Well Construction Permit No.- V1j Q -- -- Dated-- - —— - ---------- q -U S Board of Health DATE �� 1 � � t OWN OF BARIVSTABLE OCATION 7� ' 'Qc I C��� SEWAGE# VILLAGE C_U'(y\rnA'6, 1-D ASSESSOR'S MAP&PARCEL -531S 6,11 4 70 INSTALLERS NAME&PHONE NO. -W l W A M ,.,SEPTIC TANK CAPACITY ks®o Coat_ Z67 LEACHING FACILITY.(type) NO.OF BEDROOMS OWNER - -- - _- - , PERMIT DATE: -3 COMPLIANCE DATE: Loi Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility I 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) '= la- Feet FURNISHED BY j 6>ZUvr 1719 & I� :�' Al vf)wl-) ®� r Y: 4 \AGE a s�( 5 � �yJQ7 Z • i o l No. .dMR—0 / .� —.�:*,_. �* � :. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Ael— PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Atlphcatton for Ttgpogal *pgtem Con.Otrurtton Vertu Application for a Perm' t onstruct( ) Repair( ) Upgrade( ) Abandon( ) X Complete System ❑Individual Components yy� Location Address or Lot N el // Owners Name,Address,and Tel.No. Assessor s 6*2#5M ceI — �� 'ap Instal er s m' ,Ad ress, d T 1.No. Wi``/,1J �4c��' j Designer's ame,Address d Te�.No --7� ✓` c c�rr�i7 Type of Building: .� Q ' `O J 22 Dwelling No.of Bedrooms Lot Size J sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided C j�y gpd Plan Date —12-17.—LO'l Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. ' j Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to r the co�nst ct' intenance of the afore described on-site sewage disposal system in accordance with the provisio fT1 le f the Env ro mental C e and not to place the system in operation until a Certificate of Compliance has been issued b this B r Signed Date Application Approved by Date Application Disapproved by: Date for the following reasons �— Permit No. ` Date Issued No. . (� ! '_ Fee 154 ! THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: d. . . r PUBLIC HEALTHDIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zpplicati U— for Mi5poga[*patent Co*$fruction PprmtU, x Application for a Permit onstru c O Repair( Upgrade O Abandon( Complete System O Individual Components Location Address or Lot No R ` r% l Owner's Name,A dress,and Tel.No. , Assessor s Map ce-I -Installer's A re '�cfd T L No. ��d����l�QJrS Designer's e,Address and Tel.No �� � K►M14 "Type of Building: ~ Dwelling No.of Bedrooms / Lot Size J sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) { Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Q Type of S.A.S. / = Description of Soil J w- ", Nature of Repair�s�or Alterations(Answer when applicable) ! Date last inspected: ; Agreement: The undersigned agrees to rrs a the constructi d rn intenance of the afore described on-site sewage disposal system in - accordance with the provisio fTitte f the Env' nmental Co a and not to place the system in operation until a Certificate of Compliance has been issued b his Bo r 'A'ealt . Signed Date _Application Approved by Date f Application Disapproved_by ' Dad for the following reasons Mn Permit>No. ©Q� � i'` Date Issued/ �� O -------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance - THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed (/ ,�( ) Repaired ( ) Upgraded ( ) Abandoned( )by f at / has been constructed in accordance Ah Gwith the provisions of Title 5 and the for Dispo 1 System Construction Permit No. �.. Qg" 7 dated 3 a. Installer Designer w #bedrooms Approved desigra�flow gp The issuance of thizrmx s all not be construed as a guarantee that the system it fulction as designedDate Inspector - No. �:J��~ �� a � - Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS Xi.5po!9a1 *p5tem Construction Permit ! Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) System located atJim az)l and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of thispermit. Date --���6-/`�C�A Approved\by _ _ I n of Barnstable �oFTHETti Regulatory Services o� Thomas F. Geiler,Director Public Health Division � �►ss. MASS. $ �Ar 1639' e`0 Thomas McKean,Director ED Mpl 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Q Fax: 508-790-6304 Date: 3/2 6/2 0 0 9 Sewage Permit# ®U rD�7Assessor'sMap/Parcel 3 3 5/6 9 & 70 Installer & Designer Certification Form Designer: BSC GROUP, INC. Installer: ,,pper. Address: 349 Route 28, Unit D ,address: /p jq W. Yarmouth, MA 02673 Or 40 W, MF On :3—a0`eq 11,E� LLY 1 Z°� was issued a permit to install a (date) 10 (installer) septic system at, Rue Michele, Cummaquid based on a design drawn by (address) .12/19./,2 0 0,7 . BSC GROUP. revised. 3/23/2009 dated (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. Stripout (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. Stripout (if required) was inspected and the soils were found satisfactory. N OF Mgs�c BRM G. (Installers Signature) YERCGV L�" Ca Na,4620B 9 ' 90,E ISTEP�t. FSSInru it NG� signe rt ign re (Affix D amp Here) PLEASE RETURN TO,BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. q:\office forms\designercertification form.doc t �.. Q d .L� V-a Z � N � C.� rrn .D r�y3 A OWN OF BARNSTABLE LOCATION 7O QC 1ICVVa� SEWAGE# 2008 ' 087 : VILLAGE ---ASSESSOR'S MAP 8i PARCEL 3 3S G7 4 7© j INSTALLERS NAME&PHONE NO. w A m 01? SEPTIC TANK CAPACITY k�h 4� Z D'7 ��l: �o�l LEACHING FACILITY:(type) Ljg�kcr*�-L 6 4A,iS(s e) NO.OF BEDROOMS OWNER PERMIT DATE: 3� J ��} COMPLIANCE DATE: Separation Distance Between the: / t Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility, � ' Feet Private Water Supply Well and Leaching Facility.(If any wells exist on site orwithin 2,00 feet of leaching-facility) = Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY S �1�U'L�1 7 a C r „ o r C. 160 qJA i 2_ 3 3�'—D 6 9 L Town of B srnstable °� '�`'�r• Department of Regulatory Services 1 b ! Date Public Health Division . . NAM ,b$ 200 Main Street.Hyannis MA 02101 Cr ! _ Fee Pd. Date Scheduled i Time } Suitability Assessment for Sewage D' sal goal S �7' S Perfmed B � � Witnessed By: ory: � . i OCATION& GENERAL INFORMATION1l I� t j Owner's Name (� Location Address b$� g6 ;� �\����� OF 2 Address /0? 3 5 ��72.et=e 61� 9OI Engineer's Name gS L 6�o Assessor's MapgP rcel: Nil i , NSW CONSTRUCTION REPAIR ! Telephi. one# p—Sao Surface Stones Land Use Slopes(%) t Distances from: Open Water Body �0O1 ft Possible Wee Area �r Drinking Water Well ft ft YUD praiaage Way AJ� ft Property Liai 3s�--ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,,locate wetlands in proximity Wholes) s I ' / V �,rPC Depth to Bedrock Parent material(gc0logic)/ 01_1�' Weeping from Pit Psce iV1-1 Depth to Groundwater. Standing Water in Hole; :�! Estimated Seasonal Thigh Groundwater IE D�TERMIN TION FOR SEASONAL IiI( ]K'WATE R TOL Method Used: In' lo, Depth td sall moWt's: ft Depth dbperved standing in obs.hole: in, proundwatt r Adjustment Deoth toiweenin from side of obs.hole r��,nr rtwndwater LcVel g - __ _ _..tl_ Adl.d - Index Well# _ Reading Datec- 7nueat w c,r icVc� A. ~- PERCOLATI N TEST . Date T4W—_._.. Observation E- Time et 9" Hole# D✓E. To AA1 2,Time at Depth of Perc i2�.. ' �'F;�• Time(9 -6 ) _..�.,....— Start Pre-soak Titne.(� � - End Pre-soak Rate MinJlnch Site Suitability Asse0sment: Site Passed Site.Failed ____ _ Additional Testing Needed(Y/N) Original:.Public Heklth Division Observation Hole Data To Be Completed on Back -- ***If percolation testis to be conducted within 100' of wetland,you must first notify the Barnstable C4 servation Division at least one(1)wedk prior to beginning. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, Gravel) YkV3 Alo,,ut` /0"-5-3". G. SAtev� /py�Z4 0 „ /, 01 DEEP OBSERVATION HOLE LOG Hole# 2 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. QQnsistency,%Gravel) yaV5 /Uo� off'" l 5,C'1 R Y DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Con isten Oravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color $oil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. C n isten F Flood Insurance Rate Man: Above 500 year flood boundary No— Yes — Within 500 year boundary No— Yes wis-an:00 Y:.floral Depth of Naturally Occurring Pervious Material Does at least four feet of naturally g pervious 11 occurring material exist.in all areas observed throughout the area proposed for the soil absorption system? /v I If not,what is the depth of naturally occurring pervious material? �..� Certification I certify that on !! D Z' (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 tmininn/g,expertise and experience described in a10 CNM 15.017. 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Arch rareae ea according to e - A p (hew 9 according to the 68 Rue Michele A"h'eC'°'�"°r"°°°pyr91 V Protection Act'of 199Q An N I U ll""I"rePred°ction or as r,8z- ARCH I —TECH I 0 Cummaquid Massachusetts t "tuna'° Plan°wthoutthe 6school street t 508.420.5335 t508.420.5304 ° P `°°. °'Ar`h ASSOC I A T E S. U m r h A,4ec 1.�ee...a an mtr nge- cotu i t, me o263s •info@architechassociates.com a a That t.an °r°.°m r- sions r d scretp these A d gs shall be b—o V 1°the r u Garage Foundation/Floor Plans a"h'T°�""°`` g nn rred.d Um- architectural design $ aFase dramngc be°'°d °° arehit4;eh associates.com /3ro. 4 N mob. Qb- V d yy 0 m dew �t m k fib• r � / R 6� Ilk S 9gro r 9� / d q jAS E1m8m a °r / r ----- T eg ,e Cb a m� / I ti� v ----------------------- ------ �— 11:12 z m z ci u o Archi-Tech Associates,Inc,hereby Bernstein Residence Be ears= rai.9 to the m iD preen a es the co I hl of N p these n,,accc g .. .. .. .. A chitectura Works Copyright N 0 68 Rue Michele Prolaclion Acl'of 1990. eltenlien,repreauctien er °,r,8°- A R C H I —T E C H Cummaquid Massachusetts °I Iheee picon wilnof the ASS 0 C I A T E S.�I 6 school street t 508.420.5335 /508.420.5304 O I O u s pre written consent of Archi -+s T h Associates.Inc.,is an infringe- o > menl of nn eel.any error,. cotu i t, me 02635 a info@architechassociates.com [ 'one or eil—En,,o1ea on these V , A drawin'entg°shall be brou hi to the a Garage Floor Plan/Roof Plan �'i-,r.hog^,Ia., og a r c h i t e c t u r a l d e s i g n architech associates.com _ ---- - - --- - - - _ - - -- _ - ._ . . _ - I TANK DETAIL: LEACHING DETAIL: H-20 NOT TO SCALE REVISIONS SOIL TEST PIT DATA: DISTRIBUTION BOX DETAIL: � DESCRIPTION 2 COMPARTMENT SEPTIC P-11005 P-11005 P-11756 P-11756 N0. OF OUTLETS cJ NOT TO SCALE 1 ,500 GALLON " 25 5, 1 2/11/08 ADD DIMS. TEST PIT -#7 TEST PIT TEST PIT -#1 TEST PIT _#2_ FINISHED GRADE NOTES: 1. SEPTIC TANK SHALL BE STEEL PIPE C 41.00 39.24 GRD. EL. ! 5. INLET AND OUTLET TEES TO BE CAST IRON o0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 GRD. EL. GRD. EL. 37.23 SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE. o 0 36.76 GRD. EL. REINFORCED CONCRETE. o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 9/19/08 FOUNDATIONS EST. H. GW N A EST. HIGH GW. N/A EST. HIGH GW. 28.76 EST. HIGH GW. 29.23 REMOVABLE 2" WALLS TEES TO BE CENTERED UNDER MANHOLE COVER. o ° AS-BUILT 2. SEPTIC TANK TO WIfIiSTAND H-10 LOADING o 0 COVER UNLESS UNDER PAVEMENT, DRIVES OR 6. RECOMMENDED MANUFACTURER-ROTONDO OR o - - - 0 56" 12.83' BE A A/L A A v;,�„+y;.�,.+q;.y,,,,;;.o,;.' 2" SHALL AP WAYS, WHEREIN H-20 LOADING APPROVED EQUAL 00 0 LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SAND - SHALL APPLY. -_ o0 500 GALLON LEACHING DRYWELLS 00 3. 3/23 09 CONC. CH AM 10YR 3 3 10» 1OYR 3 3 18" 1OYR 3 3 18" 1OYR 3 2 } 3. ALL PIPE CONNECTIONS AND CONCRETE 0oO0 0 0 O0 0 0000000000000 0 0 0 GENERAL NOTES: 12" t'1-j CONSTRUCTION SHALL BE WATERTIGHT. 0 0 0° °o° °o° 0°°0 0 °o °0 0°o `t' 1. THIS PUN IS FOR DESIGN AND B -F 15 4. FILL ALL UNUSED KNOCKOUTS WITH LOAMY B SAND LOAMY SAND LOAMY SAND LOAMY SAND „ 8" MORTAR. 2-24" DIA C.I. (60 MIN.) MANHOLE COVERS 33.5 - ' CONSTRUCTION OF THE SEWAGE • BROUGHT TO FINISH GRADE DISPOSAL FACILITY ONLY. 10YR 6/6 10YR 5/6 1 6 5,5 OUTLETS TEE TO BE UNDER PLAN VIEW - LEACHING CHAMBERS 53" 136" 30" EL = 34.73 30" T M.H. OPENING 1 IN. 3» 2 MATERIAALL LS SHALL CONFORMMETHODSTONMASS. Cl EL = 34.26 ,g ,Id, a S. CLAY LOAM 1 2" I' - 4» D.E.P TITLE 5 AND LOCAL BOARD 1OYR 5 6 Cl BOTTOM ON LEVEL RAISE M.H w�C.� LOAM & SEED DISTURBED AREAS OF HEALTH REGULATIONS. MED. SAND STABLE BASE 6' MIN. 3/4' TO 10'-6" SEWER BRICK ,, . �. KAI „ �. 3. ALL PIPES LOCATED UNDER PAVEMENT 80" Cl IOYR 6 3 CRUSHED 1o'-0" & MORTAR NORMAL WA " .` 3 MAX. COMPACTED FI L 36 MAXIMUM,12 MINIMUM OR TRAVELED WAY SHALL BE SCHEDULE C2 S. CLAY L AM / CROSS-SECTION STONE BASE0 0 0 0 • MEDIUM SAND D 10YR 6 6 52 50 0 0 0 0 3 LAYER 40 OR EQUAL: " eo L 3" CJ C1 0 C7 CI PEASTONE 4. THERE ARE NO KNOWN PRIVATE WELLS / 105" 108" NOTES: t0" 20" T. Q O O 0 Q 0 REMOVE LOCATED WITHIN 150 FT. OF THE EL = 30.24 PERCHED PERCHED PRECAST SEPTIc' T'I,NK „ 08 O PROPOSED LEACHING FACILITY NOR C3 " 1. DIST. BOX TO WITHSTAND H-10 LOADING INLET TEE 4'-9" 36 O Q Q Q Q Q 0 S. CLAY LOAM WATER 96 WATER 96 30 1/2 24 MATERIAL ANY KNOWN WELLS PROPOSED WITHIN lL_ UNLESS UNDER PAVEMENT, DRIVES OR _ _ EFFEC. R7 O 150' OF ANY KNOWN LEACHING FACILITY. 1 OYR 6 6 „ 5-2 4-6 ALL C2 C-1 98 it TRAVELED WAYS. - _ " » 4'-0" MIN. W� O _� 5'_4" DEPTH �0 Q Q Q Q Q F• A PLICABLED _ 112" - Z = LIQUID DEPTH cis�DN7ROL) �• - MED. SAND MED. SAND C-2 2. PROVIDE INLET TEE OR BAFFLE WHERE _ Q Q Q Q Q 5. WITHIN LIMIT OF EXCAVATION REMOVE C4 10YR 7/3 1 OYR 7/3 PRECAST DIST. SLOPE OF PIPE EXCEEDS 0.08 FT. 5-8 ALL TOPSOIL, SUBSOIL AND OTHER MED. SAND FINE SAND �' BOX }. W-930GAL 3.5'-541GAL " 3�4• - 1 1/2" IMPERVIOUS MATERIAL. IOYR 7/3 3. FIRST TWO FEET OF PIPE OUT OF DIST. t- 56 WASHED STONE 6. REPLACE ALL EXCAVATED MATERIAL WITH 1 OYR 6/3 -•J0�%. •d�.. :1::d•�L: . .•.-•O••�:•0�;:' ::e CLEAN GRANULAR SAND, FREE FROM ORGANIC NO G.WATER NO G.WATER EL = 26.76 120' EL = 27.23 120" BOX TO BE LAID LEVEL. 12.83 18O" 168" e a BOTTOM ON LEVEL STABLE BASE e` " • MATERIAL AND DELETERIOUS SUBSTANCES. EL = 26.00 EL = 25.24 4. ALL PIPE CONNECTIONS AND CONCRETE 3 23 MIXTURES AND LAYERS OF DIFFERENT CLASSES DATE: DATE: DATE: DATE: 1l4 CONSTRUCTION SHALL BE WATERTIGHT. PLAN VIEW „ �, � ��. y,�,�, � OF SOIL SHALL NOT BE USED. THE FILL SHALL 2005 5/1: 5/10/07 s MIN. 3/4 TO CROSS-SECTION VIEW CROSS-SECTION OF CHAMBER NOT CONTAIN ANY MATERIAL LARGER THAN MAY 9. 2005 MAY 9, PLAN VIEW 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 1 1/2" STONE TWO INCHES. A SIEVE ANALYSIS, USING A #4 TEST BY: TEST BY- TEST BY: TEST BY: SC GROUP INC. INC. BSC GROUP INC. BSC GROUP. INC. SIEVE, SHALL BE PERFORMED ON A REPRESENTATIVE SAMPLE OF FILL. UP TO 45% 8 BSC GROUP, I C BY WEIGHT OF THE FILL SAMPLE MAY BE WITNESSED BY- WITNESSED BY- WITNESSED BY- WITNESSED BY: pAOE 95 TOWN OF BARNSTABLE REGULATIONS DESIGN CRITERIA: RETAINED L THE R SIEVE. SIEVE ANALYSES DON DESMARAIS R.S. DON DESMARAIS R.S. DON DESMARAIS R.S. DON DESMARAIS R.S. 2�6, �/ ► ALSO SHALL BE PERFORMED ON THE FRACTION /- PLAN VIEW REQUIRE ENGINEER TO CERTIFY SYSTEM, OF FILL SAMPLE PASSING THE � SIEVE, SUCH PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: PLPN 'B CONCRETE (DESIGN FLOWN ANALYSES MUST DEMONSTRATE THAT THE _LlA_MIN./INCH NA MIN./INCH -2-MIN./INCH -2--MIN./INCH \ Nz238'S0"E 6058, S/N SET RETAINING WALL SCALE: 1' = 20 FEET CONTRACTOR TO GIVE 48-HOUR NOTICE MATERIAL MEETS EACH OF THE FOLLOWING 4 BEDROOMS AT 110 G.P.B./D 440 G.P.D. SPECIFICATIONS: SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR \ \ ` \ \ � TOP=41.2 TO ENGINEER FOR EXCAVATION INSPECTION 100f: MUST PASS #4 SIEVE AND FINAL SYSTEM INSPECTIONS IOX-100X MUST ASS #50 4.75 mm EFFECTIVE SIEVE SIZE) MARK DIBB. P.E. MARK DIBB, P.E. MARK DIBB, P.E. MARK DIBB, P.E. \ \ \ I -; $22.3850•w 47•59, DH SET 0 10 20 40 FT. REQUIRED SEPTIC TANK: TWO COMPARTMENT - (0.30 mm EFFECTIVE PARTICLE SIZE) SOIL CLASS: SOIL CLASS: SOIL CLASS: SOIL CLASS: 1- ` / S24 " 440 X 200% - 880 GAL. OX-20% MUST PASS #100 SIEVE NA NA 1 1 \ \ \ \ ��. ""' } ro545 w 81..�8• AL, (0.15 mm EFFECTIVE PARTICLE SIZE) DH SET CABANA FOUNDATION SEPTIC TANK PROVIDED: = OX-5% MUST PASS #200 SIEVE -_ 1ST COMP=930GAL 2ND COMP=541 GAL (0.075 mm EFFECTIVE PARTICLE SIZE) L.T.A.R. L.T.A.R. L.T.A.R. L.T.A.R. \ \� \\ \\ \ , i _ LOT #3 TO BE SPRAYED 7. EXISTING UTILITIES WHERE SHOWN NA G.P.D./SQ.FT. NA G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. \ \ \ \ \ I F �-'`-- WITH RUBBER SEALER IN THE DRAWINGS ARE APPROXIMATE. \ \ \ \ \ \ ONATHAN K. & JTLL-BEASTEIN1 ""' THE CONTRACTOR SHALL BE RESPON- \ \ \ S24b5' " SIZE OF LEACHING FACILITY REQUIRED: SIBLE FOR PROPERLY LOCATING AND 1 I ASSESSORS MAP 335 45 ►� t65•03' HIGH GROUNDWATER COMPUTATION INDICATES \ \ \ \ \ \ \ \ -.� COORDINATING THE PROPOSED CON- (BASED ON TP#2 (5/10/07) v_ ESTIMATED INDICATES \ \ \ \ I PARCEL 69 & 70 �. \ DESIGN PERC. RATE: <2 MIN./ INCH I � \ STRUCTION ACTIVITY WITH DIG-SAFE SEASONAL HIGH PERC. \ \ \ \ \ \\ \ , \\ I 45,933t S.F. 1 /- 4 AND THE APPLICABLE UTILITY PERCH WATER ELEVATION 29_23 \ \ `�+ LONG TERM APPL. RATE 0.7 G.P.D S F GROUND WATER TEST \ \ \ \ \ \ \ \ I 1.05t ACRES / COMPANY AND MAINTAINING THE GROUNDWATER ADJUSTMENT NOT REQUIRED PER \ \ \ \ \ \ \ DEED BOOK 22076, PAGE 285 I NEW i _ EXISTING UTILITY SYSTEM IN SERVICE. SECTION 360-18(8) OF THE TOWN OF BARNSTABLE INDICATES \ \ \ \ \ l t 3P�xt8' I �� V� /�� _ _ BOARD OF HEALTH REGULATIONS. GROUNDWATER _� OBSERVED INDICATES \ \ \ \ \ \ \ t I CA NA /�' �- DIG-SAFE SHALL S NOTIFIED PER \ \ � \ .� 2 8 � r --� ` � 440 GPD 0.74 GPD/SF 596 S.F. THE STATE OF MASSACHUSETTS OBSERVED DURING THE WETTEST SEASON OF THE _ GROUND WATER UNSUITABLE \ \ \ \ \ \ \ \ \ I \ ` FOUNDATION - -�/ / _.,., STATUTE CHAPTER 82, SECTION 409 YEAR MATERIAL \\ \ \ \ \ \ \ \ \ \ \ // / -� AT TEL 1-888-344-7233. THE OPOSED � ;� SIZE OF LEACHING FACILITY PROVIDED: ENGINEER DOES NOT GUARANTEE FENCE '?' N I / s� _ THEIR ACCURACY OR THAT ALL NOT TO SCALE s \ \ \ \ \ \ \ \ / / / USE (3) 500 GALLON CONCH 20 UTILITIES AND SUBSURFACE STRUCTURES PROFILE \ \ \ \ \ \ a \ \ \ j``'--� PD BOx ? ' ia�o / / LEACHING CHAMBERS 12.83'X2'X33.5' ARE SHOWN. LOCATIONS AND \ \ \ / ELEVATIONS OF UNDERGROUND UTILITIES EL-A \ \ \ \ '\ \ \ w• I �' \ F // �/ " / TAKEN FROM RECORD PLANS. THE FIRST PIPE LENGTH \ TOP FOUNDATION \ / \ TR#2 \ �' I / / CONCRETE COVERS TO WITHIN FOR MIN. 2 \ 1 ` \ \ ''�( }1 \ FOUNDATION `''� -,_ I /� / /' cr L / =° SIDEWALL = 2(12.83'+33.5') X 2' Mv.3 CONTRACTOR SHALL VERIFY SIZE, EL-42.0 6" OF FINISHED GRADE. \ d \ y _ LEAN-OUT PR POSED FINISH GRADE 1 ` -o-a TOF=42.8 _ " LOCATION AND INVERTS OF UTILITIES EL-x 1 �o \ '' S. �' - �' / I- /�/ I �33!5'X12.83,/ / BOTTOM 12.83 X 33.5 = 429 8 ` � �, \ �' "'•a,..,,w AND ..STRUCTURES AS REQUIRED PRIOR 4' PVC SCH 40 \ (� �' `l �^ \` " --" --_� �Ix / S.A.S. / / 615S.F. TO THE START OF CONSTRUCTION. gn: \ \ " \ PROPOSED g 4" P » LEACHING CHAMBER \\ 1 , \, 1 `� ` 1 \ \ \ \ '- "` 1,500 GAL r I l-./�� / / / 615 S.F x 0.74 GPD/SF = 455GPD a., THIS SYSTEM IS NOT DESIGNED FOR SCH 4 P H 1 d 1 \ 2-COMPARTMENT / / / THE USE OF A GARBAGE GRINDER. } o 0 0 0 0 = = 0 0 0 , 1 1 J \ \ SEPTIC TANK / �4� / /r / A GARBAGE GRINDER IS NOT I=B I=D I-G o 0 0 0 0 0 0 0 0 0 \ 1 \ , \ \ `I \ \ ?ao• +.►`�'I / !' RECOMMENDED DUE TO RECOGNIZED \ \ I-C I=E f H \ 1 1 , 1 t ' ~ \ �ROPb EDP i� a /' �� / / 7 ADVERSE IMPACTS TO THE LEACHING 9 OUTLET 1=F I \ ' 1 1 I �ARAgk _' - •�,_, _, e DIST. BOX 6.1 SEPARATION / / �, W 9. EXITING INVERTS ARE TO BE CHECKED BY 15W GAL SEPTIC TANK 1 1 �� �I� \ SLAB 42.Q THE CONTRACTOR PRIOR TO CONSTRUCTION. EST. HIGH GROUNDWATER ` \ \ i 0. THE ENGINEER IS TO BE NOTIFIED OF i W ,� / 0 �/ ki LOCUS INFORMATION ANY FIELD CHANGES THAT MAY BE a W 1-1 REQUIRE - --39- --- / ^ / i CURRENT OWNER: JONATHAN K. BERNSTEIN INVERT ELEVATIONS: sED r - W �, �. / / � , / & JILL BERNSTEIN �-- \..-- _ �r ( TITLE REFERENCE: DEED BOOK 22076, 285 BSC GROUP TOP OF FOUNDATION 42.70 A VE y CABANA SLAB 41.30 A � W \ �� \4t_l --� \ PLAN REFERENCE: PLAN BOOK 600/22 & 613/59 349 Main Street, (RT. 28) Unit D „ 4 �- \ \ W.Yarmouth Massachusetts 4 INVERT AT DWELLING 38.2 B " CABANA A _ 2 - N / \ \ ASSESSORS MAP: 335 02673 4 INVERT AT C B 39.30 B _ __ _ _ !Q " ~-- ^\ o . \ \ ` \ 508 778 8919 v °& ` \_ / I \ , PARCEL: 69 & 70 4 INVERT AT SEPTIC TANK (IN) 38.00 C _ __ 10 1 4" INVERT AT SEPTIC TANK OUT 37.75 D / " \ �' ZONING DISTRICT: RF-2 (OUT) � ..�-��.a Q � \ '` 1 �°�'� \•r- -� SETBACKS: FRONT 30' PROJECT TITLE: „ - - -----�/ �6�6 9g. I \ m. \ \ `� SIDE 15' 4 INVERT AT DIST. BOX (IN) 37.60 E -'i- _ ____ _ ,�_� i"f 4" INVERT AT DIST. BOX OUT 37.43 F _ Box• \ REAR 15' ` r \ } ` N \ 50. s MINIMUM LOT SIZE: 43,560t S.F. DESIGN INVERTS AT LEACHING FACILITY: �E/T c ! \ ' 00 i I / EXISTING LOT AREA: 45,933t S.F. SEWAGE DISPOSAL F/r/cl OVERLAY DISTRICT: OLD KINGS HIGHWAY 4 INVERT AT BEGINNING . 2'•,�. . SYSTEM OF LEACHING CHAMBER 37.33 G - - w� - - ` ?0 E 7310• ` \ NITROGEN SENSITIVE GAS - -r GAS GAS ----- - R=25. i \ ELEVATION AT BOTTOM -- '--..., .,,, -L=23. ZONE: NOT A ZONE II --•--...� 35.33 H Gas --_._ G,qs ,-,-`._ / ' / E�r�c`-�---�, _ "` FEMA FLOOD S J OF LEACHING CHAMBER P _ 68 -- � � -_.w HUE E/tom-' - °�•,,,.. , � ZONE DISTRICT: "C", DATED 7/2/92 PANELE250001 0001 D PERCHED , 29.23 J � ` / � 'T'�--,-�.E �. _ � ` _ � ; _ _ - - -� RU E���1�tfi��l ELE GROUNDWATER / / /r/c .� , _ _ - / \ GAS s \ '`� - t LOCUS PLAN. No SCALE CUMMAQUID \ ~-�►s „ 3. _ , E/r/ M ASSACH U SETTS / \\ \ G4S`� 1GAS I C / v ZFtOF \ \ � � E'/" 6 AX 70 DATUM: BACKFILL VERTICAL DATUM: ASSUMED .0 Fl0.D A. N� \ \ �\ owl ;0 rri C3 PREPARED FOR: BENCH MARK SET: PK NAIL IN PAVEMENT. ELEV 48.70 0 0 DAMP- N0.38039 4`' AS 3 PROOFING d '-' Z Z MICHAEL BERNSTEIN cro Cq Z Y p © N MB HOME IMPROVEMENTS, INC. FREE-DRAINING- 1 SLAB S Zrq z •g GRANULAR tMD 1 r LOCUS 53 CONGRESSIONAL DRIVE o --MATERIAL d NOS; bd YARMOUTH PORT, MA 02675 �` Cqs �7 • 1 ° d' <- ' (�� D = DRAIN 12" BELOW CELLAR FLOOR ALONG \\� d (508) 362-9966 VARIANCES REQUESTED: N CEMENT _ 3�Z 3 j d 7 BOTTON OF FOUNDATION AROUND HOUSE '� Z 3 '$ COVE �'' INTO 6' DIAMETER DRYWELL. REMOVE ALL - ` , �•+ qS = DATE: DECEMBER 19, 2007 NONE A °: ° UNSUITABLE MATERIAL UNDER DRYWELL TO LOT #2 BAY COLONY RR GE07EXP °e .'&. tea; MEDIUM SAND & INSTALL RISER TO GRADE. N/F r COMP. DESIGN: K. HEATY a RUE MICHELE, LLC. CHECK: M. DIBB FILTER SLEEVE o o ': • ' VAPOR BARRIER IL DP= DRAIN LINE TO PICK UP ALL DOWN SPOUTS ASSESSORS MAP 335 ALONG HOUSE AND GARAGE TO FLOW INTO 6' PARCEL 67 & 68 DRAWN: K. HEALY • 4" MIN. Foonlvc DIAMETER DRYWELL DOWN TO MEDIUM SAND 44,752t S.F. 6 FIELD: D. GAZZOLO / J. McCARTIN FLOOR PLANS: 4 MIN. '�+ WITH RISER TO GRADE. 1.02t ACRES 9" MAX 9 DEED BOOK 19955, PAGE 73 FILE NO. 8828SL-6.DWG SLOPE DRAIN TO SUMP OUTFACE �� 4" SUMP PUMP WETWELL TO BE CAST IN BASEMENT SEE ATTACHED DRAIN FOOTING DRAIN (D) _ Q DWG No. 562s-10 NOT TO SCALE 3 "a3 � ` SLAB. SHEET 1 OF 1 MARCII JOB NO. 4-8828.01 6A REVISIONS: m LOCUS INFORMATION NO. DATE DESC. 70 o © H Z Z N CURRENT OWNER: JONATHAN K. BERNSTEIN MINIMUM LOT SIZE: 43,560t S.F. C c� I & JILL BERNSTEIN — Z = C3 E3 EXISTING LOT AREA: 45,933t S.F. Z fri TITLE REFERENCE: DEED BOOK 22076, 285 — r— LOCUS OVERLAY DISTRICT: OLD KINGS HIGHWAY — tj D D PLAN REFERENCE: PLAN BOOK 600/22 & 613/59 NITROGEN SENSITIVE Z ASSESSORS MAP: 335 ZONE: NOT A ZONE II — �-� C PARCEL: 69 FEMA FLOOD — BAY COLONY RR D ZONE DISTRICT: "C", DATED 7/2/92 — _ ZONING DISTRICT: RF-2 PANEL #250001 0001 D rn SETBACKS: FRONT 30' SIDE 15' REAR 15' 6 LOCUS MAP I CERTIFY TO THE BEST OF MY NOT TO SCALE PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. _ _LIMITS OF DRAINAGE EASEMENT _.1 RUE MICHELLE LLC ASSESSORS MAP 33 •5 PARCEL 71 I S67 21'10"E 166.10' 03 �I O s 0 rn D N PROFESSIONAL LAND SURVEYOR DATE to X °. z i v O .0. V O �b A v� 0� 5.9 •� .`_ 6.0. o FOUNDATION LIMITS OF 10.0' AS— BUILT t , DRAINAGE EASEMENT --� S.W.v y PLAN t + ! -�i... 16 0. 35.4' AT 0 U11.3' FOUNDATION a TOF=42.8 _ g _ #70 a 16.0 au N RUE MICHELE Ld CUMMAQUID 0.3 elf N 10.0' M ASSACH U SETTS 14.0. O % 20.0' MAY 129 2008 x v JONATHAN K. & JILL BERNSTEIN ASSESSORS MAP 335 r' N PARCEL 69 3 I, r+ti` 1 G��r MARSHA ALIBRANDI '10 ASSESSORS MAP 335 a St PARCEL 26 2 S' -t '-f 0 Z i vvfrLL � I PREPARED FOR. MICHAEL BERNSTEIN o MB HOME IMPROVEMENTS INC. w U 53 CONGRESSIONAL DRIVE w U YARMOUTH PORT, MA 02675 (508) 362-9966 w I �V1 349 Route 28 West Yarmouth, Massachusetts 02673 l 508 778 8919 1 © 2008 The BSC Group, Inc. } SCALE: 1" = 20' 0 5 10 20 MUM 0 10 20 40 FEEr M57f5•g3.w 146 45 PROJ. MGR.: CRAIG FIELD d FIELD: D. GAZZOLO / N. MERCIER �- CALC./DESIGN: P. HAGIST DRAWN: P. HAGIST CHECK: CRAIG FIELD MARCIA EWOTT FILE: 8828FAB.DWG ; ASSESSORS MAP 335 DWG. N0: 5626-08 PARCEL 29 SHEET 1 OF 1 JOB. NO: 4-8828.01