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HomeMy WebLinkAbout1271 OLD STAGE ROAD - Health 1271 Old Stage Road Marstons Mills A= 150-078 - - — — — -- � r No. v 7Y Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZIppYication for Miopolal Opotem Construction Permit Application for a Permit to Construct( )Repair(Upgrade( )A andon( ) ❑Complete System O Individual Components Location Address or Lot No. l 2�� o(� Zq, ner' Name,Address and Tel.No. Assessor's Map/Parcel �l D 5a ( � LS} J ��� ��Installer's Name,Address,and Teel.No. Designer's Name,Address and Tel.No. Plan COn/7mCTw o%- Type of Building: -kPRtrp) Dwelling No.of Bedrooms Lot Size Ll 2✓750 sq.ft. Garbage Grinder( ) Other 'Iype of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow " gallons per day. Calculated daily flow �/D gallons. Plan Date ON D8 Number of sheets Revision Date . N A Title Size of Septic Tank JJ Type of S.A.S. �/Z SUN/ Description of Soil; Nature of Repairs or Alterations(Answer when applicable) lL /✓� )qj�W 140J �1/ll�®lam /�� 134i2� GOYIrrf/Ll�lCl7�.?/ 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 Certifi- cate of Compliance has been is by tkis Board of H th. Sig Date Application Approved b Date Application Disapproved for the following reasons Permit No. rC��� 7 y' Date Issued �d �� f l No. Fee E Entered in computer: _THE COMMONWEALTH OF,MASSACHUSETTS Yes PUBLIC HEALTHYDIVISION -TOWN OF BARNSTABLES MASSACHUSETTS z -' Rp Yiration for Zigpoga *p�tern on!ftru ioti 30ftmYit Application for a Permit to Construct( . )Repair( )Upgrade( )Abandon( ) El Complete System El Individual Components Location Address or Lot No. Qwner' Name,Address and Tel.No: .,- .� Assessor's Map/Parcel ,I 5 'e ! ✓� �orG �/ � //vim' - MA P l 50 '791 ^/.n�,ri v Sr. J. � M/ Installer's Name,Address,and Tel.No. 1 Designer's Name,Address and Tel.No. Pl,//". CoAhwaad5 ..J Type of Building: + Dwelling No.of Bedrooms '7 Lot Size 3�=sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 46 gallons per day. Calculated daily flow //O gallons. Plan Date DN1192 ! Number of sheets az Revision Date N/A Title ..S<7F ._S LfYN m Size of Septic Tank ✓S r Type of S.A.S. 5610 72- - Descriptionof.Soil �P� iyi►/ � ✓l>,:i /1?`l?�. �Sfl'. A9 44,)7L/�- r. , Nature of Repairs or Alterations(Answer when applicable) LL,�/7/✓ c�zf? ��J �G1.t/DyE�i'L Date last inspected: 6/✓ ��Cd�� � f Agreement: _ The undersigned agrees to ensure the construction aA 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 ace the system in operation until a Certifi "� -`'rate of Coiripliance'ha`s�beeri iss�e^d by=tluS=Board of H al�h_L� _ - - Sig? r L.d Date /(� 2G1 f rI Application Approved by r Date 201 / /Z Application Disapproved for the following reasons ' Permit No. 7 9 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS . (Certifirate of CompliAnce THIS IS TO CERTIFY, that the"On-site Sewage Disposal System Constructed( )Repaired( )Upgraded( Abandoned( )by Pm �'0�1"Tl`�tt=� � �� , r at 0L7 S-171rk (L-0 Al:D M •M tLl . AM has been constructed in accords ce with the provisions of Title 5 and the for Disposal System Construction Permit No & dated Installer Designer The issuance-of this pe t shalt not be construed as a guarantee that the yste d �ction as designed. Date �1 �//�� Inspector 1 --� ---���—r -----------— d No. `' Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS rhopogar *p5tent (Conotrurtion Permit Permission is hereby granted to Construct )Repair( M`)Upgrade( )Abandon.( 3 ;4r 'System: located at I �7 `' ()l,t� ST , i�+lt i1/1 t V�1� IV1 . and as described in the above Application`for Disposal System Construction Permit.The applicant recognizes his/her duty to �. 4 comply with Title 5 and the following local provisions or special conditions. F Provided:Construction must be completed within three years of the date of this Date: —Approved-by 11/08/2011 14:04 5083856383 PKM CONTRACTORS INC PAGE 01 Towle of Barnistable Regulatory.Services ? , sue Thomas F.Ge.tler,Director e:Fg. Public Health Division Tbomas NIcKenn, Director 200'YM2in Street,Hyannis,Xk 02601 Officc: SCS-362,4644 Fax: 509-7904304 tnstaller& Desi nor Corti !cation Forrn Date,( Sewage Permit# a Assessor's MapTarcel t Designer; 1 Znsfi$ller: �i��Ll ✓n �J' Address: Address: +SIX Rhd�v�L6F I Z3 h1s �A- ter'— on (date) (instal er) s issued a permit to install a se tic system at `"��based ott a design drawn by (address) V+'` dared (designer) r certify that the septic system referenced above was installed substantially according to the design which tilay include minor approved changes such as lateral relocation of the distribOcn' box andior septic tank. I certify that the septic system referenced above was installed with major chances (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. OF DA�R�M. (in � — staller's Signature] c *' `�No�1T4b � it �iFlTA�1t`� 44im Si ) (Affix Designer's $ta.mp Here) PLF.t15E RETURN TO. B RN.S ABLE PUBLIC H ALTH DIVISION. CERTIFICATE Dl'COtVIPL AN E.tY'1LL OT IBE ISSUE uNTtL BOTH HIS FORK AND AS-BUILT C 1tJ;D A RF.CrrIVED B THE gtkBNSTABLE PUBLIC 11 T DIV15IOiV. THANK YOU, Q; Heplth''Sepiic/pCsigner CCrt F1C;1 0n Form 3-26-4due 7 y -, , Town of Barnstable �TME Regulatory Services Thomas F.Geller,Director mumU. . Public health Division ram '' Thomas McKean, Director 200 Main Street,Hyannis,NL4,02601 Office: 508-362-4644 - Fax: 508-790-6304 Installer & Designer Certification Form Dater Sewage Permit# Assessor's NIaplParcel Designer: I installer: _ Address: Address: On was issued a permit to install.a (date) (installer) se tic system.at (27 ( DAD � � s based on a design drawn by -I.j 0 ,> "'(address) V r�1n ' dated 4 (designer) l � I certify that the septic system referenced above was installed substantially according to the design, whichl may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow: OF_ Mqs, DAR,,R-,N M. y✓a ME� (Installer's Signature) N05Y1140 14r SOITWPO igner's Sicnaru e) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNST ABLE PUBLIC HEALTH DIVISION. THANK YOU. Q: Health/Septic/Designer Certification Form 3-2674doc i . i Town of B -nstable. pit a VIE Department of Regulatory Services • Public Health Division Date — IBM 21 l d �urrere E 1SS. tee$ 200 Main Street,Hyannis MA 02601 kAj bate Scheduled' i Time l Fee Pd oil' Suitability AssessT'ent for Sewage,Disptosar Performed By: r n V y I Witnessed By i - LOCATION & GENERAL INFORMATIONRt?4lfy le Location Address 27( U L� ST�E R�• Owner's Name Q vCn a 1 LLS M A Address � �-r' j IM M�STv�s � �. Y Assessor's Map/P4=1: l•� /Q 7 8 a I Engineer's Name'( rr1^ 11 NEW CONSIRU00N K REPAIR Telephone 5(1 36 Land Use A 9Ps1 V&01091-Slopes(4'0) 10—5 SurfaeeStones Distances from: Open Water Body } S010 ft Possible Wee Area ? 7,00 ft Drinking Water Well —aft i - Drainage Way V 0 -ft. Property Line } O ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) i orb I 3� 30 • OLn �riftC7� �.D • � - ' Parent material(geglogic) aSf1 I Depth to Bedrock Depth to Groundwakdr. Standing Water in Nole:' 90" �. Weeping from Pit Face Estimated Seasonal Vigh Groundwater l DETERMINATION FOR�Sb ASONAL HIGH WATER TOLE Method Used: C•C. commtsofon %rt ']]/-/ SiI 7*n 1n. Depth Cib�served standing in obs.hole:" in. Depth tOS011 Mottles: i in. ©roundwnter Ad)uetment Depth toiweeping from side of obs.hole N , A�,factor Index Well# Reading D Ad,Oraundwater l eve1.,,,,e ate Index Well level PERCOLATION TEST Date Observation r 3 Tune at 9" _....,.A� ---1=1— VA .Hole# ' 36 r�SZLt 35 so- Time at 6" Depth of Pere 3 , ( � 8 2A Time(9"-G') -- Start Pre-soak Time.@ ( / I End Pre-soak Rite rinjlnch ' Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(YIN) Originak.Public I-141th Division Observation Hole Data To Be Completed on Back— *,**If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)wedk prior to beginning. 1 DEEP OBSERVATION HOLE LOG Hole# I Depth from Soil Horizon Soil Texture Soil Color Soil Other .Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel 011-11 '0 toy�� N JPr A' WA 2gtl_ lob" Mu. a�ld 2:5 ��4 S6 ers S W oe go" DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color- Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. _ / Consistenc %Gravel) 011- (6tl o A r1LT I e R- " Y A 1 L y 7/ �A I10 ,' 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 D''^ tZ oLmm toy4�Y N A 122,- 1' B Loa,rrl a d 10 Y., rA N A 31)-to2' G M zs ��' �,, DEEP OBSERVATION HOLE LOG-. Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA); (Munsell) Mottling (Structure,Stones.Boulders. Consisten ravel) fv` Flood Insurance Rate Map: Above 500 year flood boundary No Yr`s,.= Within 500 year boundary - No�1 Yes Within 100 year flood boundary No�_ Yes Depth of,Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist.in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification I certify that on l (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 in expertise a�ndd eexxfperience described in 3:10 CMR 15.017. Signature ` Date C� 1 Q:\.SEPTIC\PERCFORM.DOC TOWN OF BARNSTABLE LOCATION 1001 6 f) SEWAGE# ," 17 D VILLAGE ASSESSOR'S MAP&PARCEL _J INSTALLERS NAME&PHONE NO.�P /1'� � �� SEPTIC TANK CAPACITY 1500 LEACHING FACILITY: (type) size) JC // . 3 A NO.OF BEDROOMS OWNER J))V", ftE &X. CD . PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: r Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility D 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 an etlands exist within 300 feet of lea c 'ng facili ) f 450 Feet FURNISHED BY 1^ A- ► ate, � 3- qa'& --7q°2" cl a °- 3a a 1 O UD 6-f-- FAO f paid THE COMMONWEALTH OF MASSACHUSE.TTS �//Entered in computer: PUBLIC HEALTH-DID ISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftplitatlon for Misposal 6pstPm Construction VPrmit Application for a Permit to Construct OO Repair( ) Upgrade( ) Abandon( ) XComplete System ❑Individual Components Location Address or Lot No. f o27 I(( O fdl 5�4 X Owner's Name Address and Tel No. M;i Da,xr fb-t lfe�l T.%0 5� NY' fl— nk.o, 5..�fi Assessor's Map/Parcel Mq - So Installer's Name,Address n Tel.No. Designer's-Name,Address,and Tel.No. Type of Building: y( Dwelling 71-No.of Bedrooms 7 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) L� gpd Design flow provided 7 y ff• 03 gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank S CO q,s�. Type of S.A.S. Description of Soil 5,.Le— Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afor des ibed on-site sewage disposal system in accordance with the provisions of Title 5 of the Envi ental Code and not to place th syst in operation until a Certificate of Compliance has been issued by this Board of Signed Date Y/�3A Application Approved by Date Z // Application Disapproved Date for the following reasons Permit No. a o I I lc) Date Issued — I I No. 0� ��'[ / Fee THE COMMONWEALTH OF MASSACHUSETTS ��Z� Ent ered incomputer: PUBLIC HEALTH-0,111lSION -TOWN OF BARNSTp►gE MASSACHUSETTS Yes t application for'Bisp6sal 6pstem Construction 3permit Application for a Permit to Construct(K) Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. /a-]I old S�Zfj� rQ" ,c Owner's Name Address Address and Tel.No. AA-esi-d"s /t'�•lrs. �AXr�/b'fiKCO��% //vS� d4/vbr Assessor's Map/Parcel H( v_ 150 Pot,-. )4 - / - 15 Installer's Name,Address Tel.No. Designer's Name,Address,and Tel.No. T> pe of Building: , Dwelling x No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building i No.of Persons Showers( ) Cafeteria( ) r , Other Fixtures . Design Flow(min.required) `� gpd Design flow provided y y 8. 03 gpd Plan Date Number of sheets Revision Date i Title j Size of Septic Tank S DO ,6I. 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 desTibed on-site sewage disposal system in accordance with the provisions of Title 5 of the Envirynpental Code and not to place th syste in operation until a Certificate of " a Compliance has been issued ,Board off 81d), H Signed--- Date �i Application Approved by Date410-1/1 Application Disapproved % _ Date i for the following reasons Permit No. oZ oil - 17O Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Qtompliante THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.20 ► - 14% dated �Z/l I Installer P F- AA / Designer AA C yL0— !if #bedrooms y Approved design flow Lqg gpd The issuance of this permit s all not a construed as a guarantee that the syste wt �ti �deigne�d, .. i /1 Date ( Inspector li .41 !iNo. ZOI ( - Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction J)ermit Permission is hereby granted to Construct(y) Repair( ) Upgrade( ) Abandon System located at !S jA G f:---- eD 0 S:rbms_r✓J 1 L-i_ and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Datee Z Approved by III 7 Town of Barnstable '"f'' i.� Regulatory Services . Thoma s F. Geiler, Director • unxvsrns[,E, "^S& Public Health Division �A s639. �� T� {�. Thomas IVIcKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: Sewage Permit# OU11 " /7D Assessor's Map\Parcel Designer: Installer: rom —elm 2C Address: �� ��/ _ Address: /"104&X 25— °f da6 y/ Or. I o� Pyvas issued a permit to install a '(da e) (installer) septic system at � -7/ ,00 5 6 Zo based on a design drawn by (address) " dated / (designer) 1 certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation or_tlz:. 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 anv vertical relocation of any component of the septic system) but in accordanc,; with State & Local Regulations. Plan revision or c rtified as- ilt by designer to folio OF Mgs�9� DA M. "y ✓.. (Installer's Signature) o. 1140 l AEG/$TF � !I B SOI TA��I'� (Designer's Signattir (Affix Designer's Stamp Here) PLEASE RETURN TO ARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COiNIPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. f , ° Q: Heal th/Septic!Desi;ner Certification Form 3-264doc � r n�r?� YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.- it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1st FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by law. DATE: �" S' ao1S� Fill in please: sa4'Irk=��93 9�� ta' APPLICANT'S YOUR NAME/S: BUSINESS YOUR HOME ADDRESS: /<) TELEPHONE # Home Telephone Number -7-7 L/- J -7-1 4- '7 9 r s �''�{ NAME OF CORPORATION: , NEW BUSINESS TYPE OF.BUSINESS :G�.aS z wA� Tw2 IS THIS A:HOME:OCCUPATION? YES NO ADDRESS OF.BUSINESS /a?/ nL O S� "Cry IP—� MAP/PARCEL NUMBER V (Assessing) ses When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. &Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COM�'S"Oee ER'S OFFICE 1JST COMPLY WITH HOME OCCUPATION This individu infer My p rmit requirements that pertain to this type of businAKES AND REGULATIONS. FAILURE TO Auth . ' Signa ure** COMPLY MAY RESULT IN FINES. OMMENTS I i 2. BOARD O EALTH ' This individual has h2en informed he�ermi uirements that pertain to this type of business. 'u horized Signatu COMMENTS:' 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature** COMMENTS: F ' 3 , ^ t , tH 17 t ! . r7— ji 1 ley {{ . J 10" 1 .i. Zr 1 s — r i 1 -TIP, El _ f[ t LL ' 71 t ., DON6 LLD 1. -�� REVISED y PYo fessiortnl Bu� t le zgt er " z- I �f3.Box537 . _ So armoittJk YrQB)394-5196 26 _ ' � .:,S?:'�1 �?F T�J --i:}S' .Y"R«' --3 k .'; _ C T J 'f :Y � '�J +f �4....-.. { ...,.[°•10. ,=r..:{ev M1 5 - - s': 3 3. I �'� t0 2 rd h g 2 :(o Ita• fl- _ }[F .. '. :a:� aft• _:'. ., � • � IT x 46 ,r 3 r• e •. n , r.: i' �y-tea r u ' , 4 ' to .. _,.. .. o. .,, '. c c?'} � _,4. ,a .. :t' :•=•-" i_ Q _ - `{� '. •'3.`,A 0..5 FY T F ,�,' :T a• 4. OIL" • a �i'� - - '`a•�♦ yr• _�'� p.� ��� �Y9'f>`: ... t aa :,j'Vr p�cEU aw RON. .. s+'�-_ a. 'a _.. :,: ._ ..; ,.. G - -:�'. .. •.,`...-.x._.'�,.y_.-- - _ SSY gyp.: l,. 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RF { TBM: NAIL IN Setbacks: 42" PINE o _ EL=71.70 < Front/Rear: 30' ., UPOLE -GIS±) ;o Sides: 15' `C23 0�' TIE DRIVEWAY INTO 0 ACCESS SPUR FROM LOT C i \ O r. L ' 41�� �O RACE LANE LEGEND �E" ��� Cl? LOCUS STq PROPOSED CONTOUR _ „//• � ��/ j G'�. ® PROPOSED SPOT GRADE ;' ' -- - - -- 6� 0G �0y0 EXISTING CONTOURAN + 96.52 EXISTING SPOT GRADE W— EXISTING WATER SERVICE LOT C PL BK 281/99 TEST PIT PARCEL ID: J 150/079 LOCUS MAP ���``' ;�/� • �`� !I' TM-40 ° LOCUS INFORMATION PLAN REF: 281/99 ! 2" PINE TITLE REF: 18129/339 0"� ;i 6 PARCEL ID: MAP 150 PAR. 78 IN5TALL 40ml 6 NOT IN ZONE II ZONING: "RF" WP DIST. "AP" I POLY LINER(see note I5) FLOOD ZONE: "C" 5 PT.SOIL REMOVAL COMMUNITY PANEL: 250001-0015-C DATED:08/19/85 (see note I G) - -- --- O�000 SITE AND so SEPTIC PLAN LOCATED AT: o i 1271 OLD STAGE ROAD MARSTONS MILLS MA. LOT B` ' PLQK 281/9,9 PREPARED FOR PARCEL ID:`,,' GENERAL NOTES: DAVENPORT REALTY TRUST 150/078 '� - 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL Q'';`, AREA=43,�50f S.F. \\ BOARD OF HEALTH AND THE DESIGN ENGINEER. SCALE 1" = 40' 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS U OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE APRIL 08, 2011 LOCAL RULES AND REGULATIONS. LOT 3 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACRFILLED PRIOR 0'), 6,, PLBK 221/53 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE �F MqS J• Q'•,, DESIGN ENGINEER. ��' %•,•,, \ toll l 6 ���, PARCEL ID: 4' ROM ANY �HOSEONS SHOWNENCOUNTERED HEREON SHAILDURING BECONSTRUCTION T0 THE DESGN �� EDWARD y�N R O., �y `,',� `3 173 002 U A. ` YER ~J / ENGINEER BEFORE CONSTRUCTION CONTINUES. p • 6 �� STONE N .n%,'�.,�" 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. ro No. 89 No. 1140 LOT A � 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF O t �•,,, '� P THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. "`F 1 TS PLBK 281/99 6j �JQJ �/ E PARCEL ID: �iS` 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. L a �A 0ITA0 150/066-002 gyp, 60 8. PROPERTY IS NOT LOCATED IN A ZONE OF CONTRIBUTION. It 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY �9 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 10. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION CONSTRUCTION. 11. NO WETLANDS WITHIN 150 FT. OF PROPOSED LEACHING D A R R E N M. MEYER, R.S. 12. NO PRIVATE WELLS WITHIN 150 FT. OF PROPOSED LEACHING` 13. ALL PIPING TO BE 4" SCH 40 ® 1/8"/FT P.O. B 0�/v 981 GRAPHIC SCALE 14. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW FOR ' +o 0 20 ao ao Aso THE USE OF A GARBAGE GRINDER EAST SANDWICH, MA. 02537 15. INSTALL 40 ml POLY LINER AS SHOWN AT EDGE OF SOIL ' REMOVAL FROM EL. 67.50-63.50 TO PREVENT BREAKOUT. (5 0 8)3 6 2— 2 9 2 2 16. REMOVE ALL UNSUITABLE SOILS 5 FT. AROUND LEACHING AS ( IN FEET ) NEEDED TO EL. 63.13 OR TOP OF Cl LAYER AND REPLACE 1 inch = 40 ft. WITH CLEAN MEDIUM SAND PER TITLE 5. SHEET 1 OF 2 J 1322 NOTE: TO PREVENT BREAKOUT, THE PROPOSED DESIGN CRITERIA _ NOTE: MAGNETIC TAPE TO.-BE PLACED OVER ALL COVERS FINISH GRADE SHALL NOT BE < EL:67.17 _ FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. NUMBER OF BEDROOMS: PROPOSED 4 BR DWELLING SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. ,` SOIL TEXTURAL CLASS: CLASS I T.O.F. EL.=70.0 INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL A 4" DIAMETER INSPECTION PORT OVER DESIGN PERCOLATION RATE: <2 MIN/IN OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE ONE CHAMBER (MIN.) AND SET TO 3" OF F.G. F.G. EL.=69.Ot F.G. EL.G9.50i F.G. EL: 68.5t F.G. EL: 68.0(MAX.) DAILY FLOW: 1 1 U G.N.U/BR. DESIGN FLOW: 440 G.P.D. GARBAGE GRINDER: NO (NOT DESIGNED FOR GARBAGE GRINDER) PROPOSED SEPTIC TANK: L = 15'f 9" MIN COVER/ 440gpd x 200%=880gpd : USE NEW 1,500 GALLON CAPACITY ® S=1% (MIN.) j 36" MAX COVER L = 15' L = 10'(MAX) INSTALL TWO INSPECTION PORTS (MIN.) ® S=1% (MIN.) 0 S=1% (MIN.) LEACHING AREA REQUIRED: (440)/0.74 = 594.59 S.F. a"scHao PVC 4"SCH4o PVC 4"SCH4o PVC DISTRIBUTION BOX: 5 OUTLETS (MINIMUM) 10 14 6 6.5" TO PRIMARY S.A.S. INV.= 67.80 48' UQUID INVERT USE 4 ROWS OF 5 - 11" ADS 11 DOW BIODIFFUSER UNITS OR EQUAL LEVEL INV.=67.55 GAS BAFFLE PROPOSED�INV.=66.88 NO STONE AND EXTENDED 0 75' W/ CONTOURED WEDGES D-BOX 4 ROWS OF 5 UNITS AT 6.25'/UNIT + 0.75' WEDGE = 32.0'/ROW BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.73 SF/LF OF BIODUFUSER) 09- INV.= 66.78 (BIODIFFUSERS) 20 UNITS x 6.25 LF x 4.73 SF/LF = 591.25 SF INV.-67.05 - SOIL ABSORPTION SYSTEM (PROFILES (CONTOURED WEDGE) 4 ROWS x 0.75' x 4.73 SF/LF = 14.19 SF PROPOSED 1,500 GALLON SEPTIC TANK TOTAL AREA = 605.44 SF PROPOSED SEWER OUTL RESTORE VEGETATIVE COVER DESIGN FLOW PROVIDED: 0.74GPD/SF(605.44SF) = 448.03 GPD > 440 GPD req'd EL. = 68.0 BACKFILL WITH CLEAN PERC SAND TO TOP OF CHAMBERS 75" NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PLACE FILTER FABRIC PIPE INVERTS PRIOR TO CONSTRUCTION BREAKOUT=TOP ELEV.=67.17 OVER ALL UNITS 2) TANK & D-BOX SHALL BE SET LEVEL AND TRUE INV. ELEV.= 66.78 TO GRADE ON A MECHANICALL COMPACTED SIX BOTTOM ELEV.= 66.23 INCH CRUSHED STONE BASE, AS SPECIFIED IN EXISTING SUITABLE 310 CMR 15.221(2) 2.83' MATERIAL 3) INSTALL INLET & OUTLET TEES AS REQUIRED 5' MIN. ABOVE BOTTOM OF T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH = 4 x 2.83' 11.32 76„ (5.05 PROVIDED) USE 4 ROWS OF 5-1100BD STANDARD PROFILE BOTTOM OF TESTHOLE EL.= 61.18 - BIODIFFUSER UNITS-NO STONE SEPTIC SYSTEM PROFILE _ W/ CONTOURED WEDGE TYPICAL SECTION -� N.T.S. N.T.S. 16" P' 'A SOIL LOGS 11 OF ,ygss9�y P#: 13121 o? DAR N M ✓+ DATE: NOVEMBER 08, 2010 34" � M r^ SOIL EVALUATOR: DARREN MEYER, R.S., CSE #1614 SECTION END CAP 11 O WITNESS: DAVID STANTON, BOH 'PECISTE � TP-2 Depth Elev. TP-4 Depth 11" HIGH CAPACITY (H-20) BIODIFFUSER UNIT SANITAR�A� 1 �) Elev. TP- 1 Depth Elev. TP-3 Depth Elev. 66.35 A LOAMY SAND 0" 66.38 A LOAMY SAND 0" 65.85 A LOAMY SAND 0" 65.88 A LOAMY SANG 0" MODEL 1100BD 65.43 toYR 4/2 11" 65.55 10YR 4/2 10» 64.85 tOYR 4/2 12" 64.88 10YR 4/2 12„ LENGTH 76" NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT B B 8 B EFFECTIVE LENGTH 75„ TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY GROUNDWATER ADJUSTMENT LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SAND DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. 1oYR 5/8 IOYR 5/8 10YR 5/8 10YR 5/8 SIDE WALL HEIGHT 6.5" INDEX WELL: SDW-253 ZONE: B OVERALL HEIGHT 11" WELL LEVEL: 47.9 ADJUSTMENT: 2.1' OVERALL WIDTH 34" 4640 7RUEMAN BLVD 63.93 29" 63.88 30" 63.27 31" 63.13 33" HILLIARD, OHIO 43026 HIGHEST OBSERVED GROUNDWATER: EL 58.35 C C C �; C HIGHEST ADJUSTED GROUNDWATER: EL. 60.45 MED. SAND MED. SAND MED, SAND MED. SAND CAPACITY ADVANCED DRAINAGE SYSTEMS, INC. HIGHEST MOTTLING O EL: 61.18 PERC O EL 62.02 2.5Y 7/4 2.5Y 7/4 PERC ® EL. 61.69 2'5Y 7/4 2.5Y 7/4 MOTTLING O 56" MOTTLING ® 56" MOTTLING O 56" MOTTLING O 56" PROPOSED SEPTIC SYSTEM SITE P LA N Imo, USE MOTTLING AS SEASONALLY HIGH GROUNDWATER tOYR 6/8 10YR 6/8 10YR 6/8 i tOYR 6/8 AT EL:- 61.18 57.35 108" 57.38 108" 57.35 102" 57.21 104" 1 271 OLD STAGE ROAD, M. MILLS, MA Prepared for: Davenport Building Co. PERC RATE <2 MIN/IN. (-Cl- HORIZON) PERC RATE <2 MIN/IN. (-Cl- HORIZON) OBSERVED GROUNDWATER AT 96" (EL. 58.35) OBSERVED GROUNDWATER AT 90" (EL. 58.35) Engineering by: Surveying by: SCALE DRAWN DARRENM.MEYER,R.S. EAS SURVEY INC. NTS D.M.M. • I, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 pO BOX 981 to conduct soil evaluations and that the above analysis has been performed by me consistent with the EASTSANDWICH,MA02537 508-527-3600 DATE: CHECKED SHEET NO. requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Evcl. Exam in October, 1999. 508-362-2922 04/08/1 1 D.M.M. 2 Of 2