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0163 PARSLEY LANE - Health (2)
165 Parsley Lane Osterville A= 165 —022 III i � I i i i TAT OF BARNS 'A-6LE A:a„ SEWAGE # ASSESSOR'S MAP &.LOT &16� 1007M N:3*'',LLER'S N._ARRIE&PHONE NO. 0�— SE.I'lIC`TANK CAPACITY LEACHING FACILITY: (type) "�w d!XJLS (size) /NO.OF BEDROOMS i BUILDER OWNER PERMTTDATE: 16- -16- ®5 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of.Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or,within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist ~ within.300 feet o eachitcility) Feet Furnished by i f �1 �� � � _ � '�= a � � � � � � �. �_ ; ....J Y Y _ /` 1 �/ No. &05 i Fee THE COMMONWEALTH OF MASSACHU.SETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNS TAB M MASSACHUSETTS Yicatior� for o�aY bwem.conotruction permit Application for a Permit to Construct( Repair( )Upgrade( )Abandon( ) Complete System 'O Individual Components , Location Address or Lot No. 2 16 T PA rl e Y LN Owner's Name,AddQress d TeI.No: F'Ai r uu i w d1 ` Ms��� ��v 1OP►'4/C�1� Assessor's Map/Parcel A 6- _ O Z 2, /4100 F�1VXo Jth 2d( �d4v_- ZS 6rA4c.vvJJ V114 Install is Name,Address,and Tel.No. Designer's Name;Address and Tel.No.. � ��s,SN 1 I�Nf��►ccr�N so C7- s �z Type of Building: Dwelling No.of Bedrooms Lot Size 70, 10 sq:ft. Garbage Grinde r(0) Other Type of Building No.of Persons . ,Showers( ) Cafeteria{ ) Other Fixtures Design Flow J gallons per day. Calculated daily flow gallons. Plan Date Sr Q Number of sheets / Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b this Board of Heal Signed Date E Application Approved by,% Date Application Disapproved or the following reaso _ Permit No. Date Issued _ I _ --- - Fee_j�2 No. THE�COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC�H,EALTH"DIVISION - TOWN OF BARNSTABLE.-MASSACHUSETTS , { } a01pplitatio`for 30" " bal 6pelem, Construction, V,ermit Application for a Permit to Constiuct( epair( )'Upgrade( )Abandon( ) ❑Complete,Systerri`O Individual Components Locatiq Address or Lot No. Z ,1 G S �/ °`j O 's Name,Address and Tel.No. 1A, I-C_Jr t+ / I w ,gM/U`vti wne �hJ Assessor's Map/Parcel // 5 .'e Q Z �6d O F v 1 , d� Su 2 rt!iu'1 e V v I H Vk Iq `r Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. /"�CI.cC�/ ` G •.� S J ' � ILi9� 4 ' �: �J� S' ey�V `I IIAJj��vC'C✓�rvC r Type of Building Dwelling No.of Bedrooms Lot Size_ 70, Q?q.ft. F Garbage Grinder(, T ` Other T e 5f Building' No.of Persons I, r Showers( ) Cafeteria ._ YPw, = ( ) f' Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. P1an...Date- - Number of sheets Revision Date Title rt_, Size of Septic Tank Type of S.A.S. w Description of Soil t Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: I The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal sysfem 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 issued by s Board of Realth. Signed I� ) Date A -- - App?ieation Approved:by : Date _ Application Disapproved for the following reasons Permit No. UICI Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY at t e"On-site Pewage Disposal System Constructed ( 'epaired( )Upgraded( ) Abandoned( )by t e at k_,_ L. 0tWas bee constructed in accordance e with the provisions of Title 5 and the for Disposal System Constructio ermit No. — ated Installer < I_k 1 f v e kA v- Designer The issuance of this permit shall ngt be c6nstrued as a guarantee that the sys em 1 ctio as designed. Date 7 /, Inspector h}� , ---- -------- No. ----------=--Fee THE COMMONWEALTH OF MASSACHUSETTS b PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Q� Mi. oga[ * tem �tCon5truction ermit � p � Permission is hereby granted to Construct( )& epair( )Upgrade( )Abandon( ) System located at Pre Z �.ws�0., `.c..,1L _ ®s\ea.,.��._. and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Constr ctio sfbe com leted within.three years of the date of this pVOJ Date: Approvedby G -�-� , t - Massachusetts Department of Environmental Protection Bureau of Resource Protection —Wastewater Permitting Program Site Address or Map/Lot Number Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal /6 5 - o2,"2— A. Facility Information T. Facility Information Owner Name � i �..G�.,a Map/Lot 165 Street Address City State Zip Code ~ B. Site Information 1. (Check one) New Construction Upgrade ❑ Repair ❑2. Published Soil Survey available? Yes ❑ No ❑ If yes: - %1, 2 s ��' P�C—) I(� y Year Published Publication Scale Soil Map Unit M�u Igo_- r—a �`t�:., �r•� (�� S'-1'" /} D . � . Soil'Name Soil limitations 3. Surficial Geological Report available? Yes ❑ Noj If yes: /' �} , Year Published �Publication Scale Map Unit 0 lJ Vt.at,.1j 6, t r\� ( D 'i 4, i :r..a 4! 4—.1./ Sri i { _ Ire V Geologic Material Landform d.^ 4. Flood Rate Insurance Map: Above the 500 year flood boundary? Yes .K No ❑ Within the 100 year flood boundary? Yes ❑ No 04 Within the 500 year flood boundary? Yes ❑ No m Within a Velocity Zone? Yes ❑ No 5. Wetland Area: National Wetland Inventory Map Map Unit Name Wetlands Conservancy Program.Map Map Unit Name 6. Current Water Resource Conditions (USGS) '2 01 Range: Above Normal ❑ Normal �" Below Normal ❑ Month/Year 7. Other references reviewed: DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal• Page 1 of 7 Massachusetts Department of Environmental Protection r avLs L_-.,.r-j'C,..�..- Bureau of Resource Protection —Wastewater Permitting Program Site Address ordap/Lot Number Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal / 2.-,_�_ e-4-S°1 C. On-Site Review (minimum of two holes required at every proposed disposal area) Deep Observation Hole A: Date Time Weather 1. Deep Observation Hole Logs Deep Hole Number `-}�'2--- Ground Elevation at Surface of Hole Location (Identify on Plan ) 2. Land Use: \/CA,(_ (e.g.woodland,agricultural field,vacant lot,etc.) Surface Stones Slope(%) OUTS 1 _PLiI) Vegetation Landform Position on landscape(attach sheet) 3. Distances from: Open Water Body'>100c'� Drainage Way Possible Wet Area feet feet feet Property Line Drinking Water Well Other feet feet 4. Parent Material: . I G.L.1 ��r-1 r_5 Unsuitable Materials Present: Yes No ❑ If Yes: Disturbed Soil[] Fill Materia Impervious Layer(s) ❑ Weathered/Fractured Rock❑ Bedrock[] 5. Groundwater Observed: Yes ❑ No If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: inches elevation DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal •Page 2 of 7 Massachusetts Department of Environmental Protection Bureau of Resource Protection —Wastewater Permitting Program Site Address or Map/Lot Number Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal 16.5- oZZ fc,,3-t"" Deep Observation Hole A: Deep Hole Number: Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Depth Horizon/ Color-Moist (mottles) Texture %by Volume Consistence Other Layer (Munsell) (USDA) (Moist) (In.) Depth Color Percent Gravel Cobbles &Stones � .. 'J K2--) C �` 10 70 ✓� (�,� {,� t r y Additional Notes DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal • Page 3 of 7 ILIMassachusetts Department of Environmental Protection L"__5i'Q Lam,,, Bureau of Resource Protection =Wastewater Permitting Program g g Site Address or Map/Lot Number Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole A: Deep Hole Number: Soil Soil Matrix: Redoximorphlc Features Soil Coarse Fragments Soil Structure Soil Depth Horizon/ Color-Moist (mottles) Texture %by Volume Consistence Other (In.) Layer (Munsell) (USDA) (Moist) Depth . Color Percent Gravel Cobbles & Stones U /c. a ND Additional Notes DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal•Page 3 of 7 LlMassachusetts Department of Environmental Protection �Y � �e� • Bureau of Resource Protection —Wastewater Permitting Program Site Address or Map/Lot Number Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal 1(5- b2'Z- W-e_5 C. On-Site Review (Cont.) Deep Observation Hole B: 56"ro Date Time Weather 1. Deep Observation Hole Logs Deep Hole Number L1 Ground Elevation at Surface of Hole -� Location (Identify on Plan ) 2. Land Use: V o-C-G.,�<'T— 3�lo (e.g.woodland,agricultural field,vacant.lot,etc.) Surface Stones Slope(%) W(>a Vegetation Landform Position on landscape(attach sheet) 3. Distances from: Open Water Body�')OOD Drainage Way Possible Wet Area feet feet feet Property Line Drinking Water Well Other feet feet 4. Parent Material: (J—/o C i _ S Unsuitable Materials Present: Yes ❑ No If Yes: Disturbed Soil❑ Fill Material[] Impervious Layer(s) ❑ Weathered/Fractured Rock❑ Bedrock❑ 5. Groundwater Observed: Yes .❑ No If Yes: Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: inches elevation DEP Form 11.Soil Suitability Assessment for On-Site Sewage Disposal •Page 4 of 7 LAMassachusetts Department of Environmental Protection pavLS7/ L I Bureau of Resource Protection —Wastewater Permitting Program Site Address or ap/Lot Number Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal /6 5- Oat- " Deep Observation Hole B: Deep Hole Number: J Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Soil Depth Horizon/ Color-Moist (mottles) Texture %by Volume Structure Consistence Other (In.) Layer (Munsell) (USDA) (Moist) Depth Color Percent Gravel Cobbles &Stones d zy r� �by2 �/� - — - �- s;� S _ — y 6- Additional Notes DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal - Page 5 of 7 Massachusetts Department of Environmental Protection 1 �- Bureau of Resource Protection —Wastewater Permitting Program site Address or Map/l_ot Number Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal fir.. Deep Observation Hole B: Deep Hole Number: y Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Soil Depth Horizon/ Color-Moist (mottles) Texture %by Volume Structure Consistence Other Layer (Munsell) (USDA) (Moist) (In.) Depth Color Percent Gravel Cobbles &Stones s� o Additional Notes DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal •Page 5 of 7 L11Massachusetts Department of Environmental Protection P0_'/Z__.; I� t-c.,rj`P— Bureau of Resource Protection -Wastewater Permitting Program Site Address or Map/Lot Number Form 11 - Soil Suitability Assessment for On-Site' Sewage Disposal 16 S/o 22_ D. Determination of High Groundwater Elevation 1. Method used: Depth observed standing water in observation hole A. , E B. 7 ® N o inches inches inches ❑ Depth weeping from side of observation hole A. B. inches inches ❑ Depth to soil redoximorphic features (mottles) A. B. inches inches ❑ Groundwater adjustment(USGS methodology) A. B. inches inches 2. Index Well Number Reading Date Index Well Level Adjustment Factor Adjusted Groundwater Level E. Depth of Pervious Material 1 Depth of Naturally Occurring Pervious Material a. Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Yes No❑ b. If yes, at what depth was it observed? Upper boundary: Lower boundary: !2-C) inches inches F. Certification I certify that_1 have passed the soil evaluator examination* approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. 12-10 Signature of Soil Evaluator —� Date Typed or Printed Name of Soil Evaluator 'Date of Soil Evaluator Exam Name of Board of Health Witness Board of Health Note: This form must be submitted to the approving authority with Percolation Test Form 12 DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal •Page 6 of 7 L1Massachusetts Department of Environmental. Protection Pa.�2_S r!2-�y L-ar� 1 Bureau of Resource Protection —Wastewater:Permitting Program Site Address or Map/Lot Number Form 11 - Soil Suitability Assessment for On-Site, Sewage Disposal 16 Slo 2-z-, D. Determination of High Groundwater Elevation . 1. Method used: Depth observed standing water in observation hole A. B. 7 ® N D W inches inches ❑ Depth weeping from side-of observation hole A. B. _ inches inches ❑ Depth to soil redoximorphic features (mottles) A. B. inches inches ❑ Groundwater adjustment (USGS methodology) A. B. inches inches 2. Index Well Number Reading Date Index Well Level Adjustment Factor Adjusted Groundwater Level E. Depth of Pervious Material 1. Depth of Naturally Occurring Pervious Material a. Does at least four feet of naturz!lly occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Yes No❑ b. If yes, at what depth was it observed? Upper boundary: -�� Lower boundary: inches inches F. Certification I certify that I have passed the soil evaluator examination"approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. 12-10 Signature of Soil Evaluator v Date /0 //2� /9. Typed or Printed Name of Soil aluator 'Date of Soil Evaluator Exam S LA-)h ; �� lam' -r•� � Name of Board of Health Witness Board of Health Note: This form must be submitted to the approving authority with Percolation Test Form 12 DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal• Page 6 of 7 e e,� / L v c-wTYY S n� phi ._ y =f � _ - r'—I ;. � '^•. �s� �v - �� ,�- °"- `ate _ ^�."�» =;_rr�, _� -. -73 Y Ky c _ -' '�,''•- ..� .cam q { Q1 k FORM 12 - PERCOLATION TEST Location Address or Lot No. Pa,S COMMONWEALTH OF MASSACHUSETTS Massachusetts Per.colation Test* Date: ..:.::.:.:.... .. Time:... ...: Observation i-ivic It T" Depth of Perc 2 11 Start Pre-soak 0 ; O� DO End Pre-soak p o , Time at 12" j Time at 9" — Time at 6" i Time (9"-6") Rate Min./Inch <72 * Minimum of 1 percolation test must be performed in both the primary area AND reserve area. Site Passed Site Failed ❑ p ...........................................................................................:..:.......................................—......._......_ Performed By: l ���� �� � `�ri c— S E Witnessed By: Comments: ....................... . .........:M......:...:..:.....:...........:................................».:........:....»..:................... ....:.:............... .... .�.�..............:: DEP APPROVED FORM-12/07/95 I Town of Barnstable P# �S/P 2 Department of Regulatory,Services MEA Public Health Division Date Q 200 Main Street,Hyannis MA 02601 Fee Pd. MASS. ° od►�� Date Scheduled Time IDA Soil Suitability Assessment for Sewage Disposal Performed By: Witnessed By: a.►K. w"I LOCATION&GENERAL IN�FO'RMATION Location Address �A a SI¢7 � Owner's Name Address Assessor's Map/Parcel: Engineer's Name NEW CONSTRUCTION REPAIR Telephone# Land Use Slopes(%) Surface Stones Distances from: Open Water Body ft Possible Wet Area 11 Drinking Water Well tl Drainage Way ft Property Line It Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) Parent material(geologic) Depth to Bedrock Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater DETERNIINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment tt Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ PERCOLATION TEST Date Time Observation Hole# Time at 9" Depth of Perc Time at 6" Start Pre-soak Time Q Time(9"-V) End Pre-soak Rate Min./Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back Q:HEALTH/WP/PERCFORM lUNo. r Fee ��• _, // THE LOMMaAWEALTH OF MASSACHUSETTS Entered in computer: fly _ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLEs MASSACHUSETTS Tippricatiou for Dupont *p5tem Cottgtructfon Permit Application for a Permit to Construct,,ORepair( )Upgrade( )Abandon( ) omplete System O Individual Components Location Address or Lot No. PP Qu �(ji ' Owner,,A Te N,N� /O� �v D ,/J Assessor's Map/Parcel 144 �� Z � �f 1 �o b a ( �. .c� (rQ/ ( oZ� ��! N "n `�t Installer's Name,Address and Tel.No. �� Desi ner's ame,Address and Tel.No.C ;e l7 2,.f h� Po.f o,X l�S/ Sbo.c��,,,e�,Q, Iq S ✓ Type of Building: Dwelling No.of Bedrooms UT Lot Size bo43 0 0 sq.ft. Garbage Grinder( ) Other Type of Building C4 S. No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow �. gallons per day. Calculated daily flow :5-�V gallons. Plan Date 10 3 Number of sheets Revision Date Title 4'Aft V, t a" Size of 91ptic Tan Type of S.A.S. =n L Description of Soil Nature of Repairs or Alterations(Answer when applicable) /V/9 Date last inspected: Agreement: The undersigned agrees to ensure/5E and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Timental Code and not to place the syste operation until a Certifi- ��C � �eenissued by SSfSned a ate _ D Application Approved by Date L Application Disapproved for the follo ing reasons Permit No. _ L) Date'Issued !� I' No. l;J E > .� •fV.k t o A . . THE C EALTH"OF MASSACHUSETTS ~ En erect in compyter: A ` ;. --�f ~ Yes 1, PU{ LIC: EALTH DIVIS bN TOWN QF BARN�TABLES MASSACHU..SET:rq PY%catio"n for•3P{t�pogal *poteiri �tCon.5tructtor permit � .. _ ;.,...yam: � i Application for a Permit to Construct epair O Upgrade( )'Abandon( ") omplete System H Ind idual Components; Location Address or Lot No. D Owner' N( re Tel.N . le(Y Assessor s Map/Pazce1 A 163 b ".� .!ti-C t e�-� 411.6311� L t Installeq0 Name,Address and Tel.No, f, �L�/004 St Desi ner'stame,Address and Tel.No. /65/ 56h N P Type of Building: Dwelling No.of Bedrooms Lot Size d o sq.ft. Garbage Grinder( ) -., Other ti'I�ype of Building T;S• No.of Persons Showers( ) Cafeteria,( ) Other Fixtures Design Flow gallons per day. Calculated daily flow s 0 G gallons: Plan Date 3 Number of sheets Revision Date ---- Title A Al ✓ j,V_64" Size of ptic Tan .S00 tt Type of S.A.S. e`en <. Description of Soil,- �P S�d Nature of Repairs or Alterations(Answer when applicable) N0 '\,,,Date last inspected:` s` Agreement: _ The undersigned agrees to ensure the co st�ucfion and maintenance of the afore described on-site sewage disposal system Mtn accordance with the provisions of Title 5 of thE troh rental Code and not to place the4systeoperation until a Certifi- cate Co liancg h een issued b/tliis Boar rd'ofa Q ' gned i ' l atApplication Approved by �l,�. .. �f��.•• ate t Application Disapproved for the follo ing reasons M_ , Permit No, 72.uo L ,� `Date Issued y /D L 77 THE COMMONWEAL•TH''OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS _ Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewagel Disp sal System Constructed( )Repaired( )Upgraded11 ( ) Abandoned( )by e_ , Cat 1)&Ir I �e . r e 7 o d�Z /-o has been constructed in accordance with the previsions of Title 5 and the for Disposal Syste Construction Permit No. a. U t/— dated ��' — 04 Installer Designer ` The issuance of this permit shall not be construed as a guarantee that the syste will , ction as esigned. Date 1 i) — (n -b" Inspector _ --------------------------------------- No. U 'I C�l Fee , - a THE COMMONWEALTH OF MASSACHUSETTS `PUBLIC HEALTH DIVISION -'BARNSTABLE., MASSACHUSETTS mizpoml &VOtem Construction Permit Permission is hereby granted to Construct A/)Repair( )Upgrade( )Abandon( ) System located at-- ` ` (17 and as described in die above Application for Disposal System Construction Permit.The applicant recognizes 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 p t Date: Approved b f PP y P TOWN OF BARNSTABLE LOCATION �css���, StWAGE # �'may' —/"Yf VILLAGE TJSf er-W elk ASSESSOR'S MAP& LO-fi 6' INSTALLER'S NAME&PHONE NO. __- 1 iC�G�s a.e r SEPTIC TANK CAPACITY ICW // LEACHING FACILITY;..( '°I."c�(si�.e) NO.OF BEDROOMS ( BZ D R OWNER PERMIT DATE: `} Mcky COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facili Feet Furnished by - a P 1 oFtHEray` Town-of Barnstable Regulatory Services - sdxxsTAs�.e, v MASS. Thomas F. Geiler,Director �A 059. ♦0 Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Designer Certification Form Date: 6 p� L Designer: t \ L rta ,5 Address: r8 &� del 0 On G ► CoN S filct p N was issued a permit to install a (date) (installer) 4 septic system at �q✓ lA 10 e based on a design I drew, address) dated Z -2�3 2&0 V I. certify that the septic system referenced above was installed substantially according to the design. I certify that the septic system referenced above was installed with changes but in accordance with State & Local Regulations. Revision or certified as-built by designer to follow. D ., J. (Designer's)Signature) (Affix tamp 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:Health/Septic/Desiper Certification Form - Town of Barnstable P# /o, 3 Department of Regulatory Services IN Public Health Division Date 200 Main Street,Hyannis MA 02601 's aeatverearE _ Fee Pd. ntoa Date Scheduled ��'d3 Time 1/41yt Soil Suitability Assessment for Sewage Disposal Performed By: Witnessed By: - Location Address LffATION&GENERAL INFORMATION — PGt►�Sl�yrQ Owner's Name V o- ( Address Assessor's Map/Parcel: Engineer's Name NEW CONSTRUCTION REPAIR Telephone# Land Use Slopes(°/,) Surface Stones Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc-tests,locate wetlands in proximity to holes) Parent material(geologic) Depth to Bedrock Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGHMATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: _ _in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft• Index Well# Reading Date: Index Well level Adj.factor Adj,Groundwater JAM PERCOLATION TEST Date - Time . . ' Observation Hole# ___ Time at 9" Depth of Perc Time at 6" Start Pre-soak Time Q Time(9"-6") End Pre-soak Rate Min./Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back Q:HEALTH/W P/PERCFORM I Town of Barnstable • OFIME 1p ti Regulatory Services - Thomas F. Geiler,Director + BMWSrABLE, MASS. Public Health Division i639• L Thomas McKean,Director 260 Main Street,Hyannis,MA 02601 Office:.508-8624644 Fax: 508-790-6304 Installer& Designer Certification Form Date: nA 1( ®6 _ Designer: a,n (, "qh_ ttk 51nstaller: don Address: OCA564 Address: 3 2z*n:7 c� On -7 Q 6b was issued a permit to install a (da e (installer) septic system at Z based on a design drawn by (address) !� L ►�h eC.b' dated �Xbf?C,✓ � Y (5 (de igner) 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. V I certify that the septic system referenced above was installed with major changes (e. greater than 10' lateral relocation of the SAS or any vertical relocation of any c'ompon C.M.t of the septic system)but in accordance with State & Local Regulations. Plam evisior or certified as-built by designer to follow. o RCMARD �, L'S3 staller's Signature) �'6WI W M • ,BY� . E (Desi 's Si tore) (Affix Design 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:Health/Septic/Designer Certification Form 5 25/2005 12:24 PM 9'-0' Il'•5' 1'-0' 4'-0' 4'1 Kp 14,12 ° z - •� u X� U m a + e _ 1 13[a•x n T/D ¢Lu}�w aa+rttiu "�.I j 0 � S Q, 1'•3/4' 5'-5 "i ;4'-4 V2' T•9 S/B• r tI ( 1 3/4'x 11 T/B•LVL dl YNLLJ a (Z 13/1'%II 1/B'L� (2)18/P II T/4'LA 13/d'%IIL iN I P%II 7ro'L`fL N 1 5/4'X II T/e•L`/� ' ----------------- —. . •. . (R vABE OK WI:Lt 1 Off IALL) was �_(F11l514BELpt raliP Yt 24x24 g 5ex5a xl 'y Ix b a la +j IS r d .� "--- --- - ' 9• ' 11'-1 5/4' '•II' C 5'-IlY 5'-10' 3'il V4• x - 10 -- -- yQ N 1 3/4•x 11 W LVLVL Ri�113_IU �/•x 11 T/BI LVL (5)1' 4'x 11 1/8I LVL (P.l 13/a•x 11 tre•LV T a a N (FLIFHI•� (FllxlU a_ 9 a (y 19/4'X II VB'LVL O'L119N2E t'y.L '' ---------------- 1. 'a 9/s•x u 1/B'LVL ° IS la 1 L21ttt st ------------------------------ ------------------- A � ------------------------------------------------------------------ Q b 24'-0' 155UED FOR GON5TRUGTION MAY 23,2005 - eMc T bee. } a o o ¢ n u Q tee>ly xrvee the c o o PROPOSED RESIDENCE °F^°��� IXCe • AiZCHt—TECH ASSOCIATES U AfGhIGOCWfO Wofk9 th .. .. .. .. GOpy'Ighl Prateclbn Ac!"OF I990. Ary copy,art flo Of LOT �, PARSL_EY L_rl pfOdKllOn Or tll>trmullOn Ot m j these plum wllh0ut the,.xpre» o � € � � OSTER�/IL_L_E, M,4 IttencOn>entOF/v �rehitec"Cur21 d�si n, inc.ro As>Oc1Ote>.Inc.is on htrmye- g �' ment of thot oct.Any ' ° U efrOr>,Oml>510n9 poncles on the>.ct,cw- >han be q-o„gnt to the tel-508-420-5335 6 school street FOUNDATION PLAN a nl O OI A am-reu n»o, I- prior to negex,e+g work. eotult,ma 02635 fax-508-420-5304 M D ,gl.r s ore io bo setl. 00 nOt ecple orONin 5 45'-0' 4'-1• q'-0' IT-5' 4'-6' 4'-6' 3'-6- 10'-0• 941' � ;3• 4 a ' �611RJ.PpDL,U� , P d ---------------- m A Ifi I/BX 5-0lro D3 � v�L� N yu D { @3 m 3A y oOp o r n $ e'•1' s v2• I w'-n u2.6 3 Q d va >Y d S � 7 T � , V ' y r 1'mF424410 d _ __________ _________________� ;4ak �6A x � X3 D d sue Ir-D• ��� s BUILT-IN 144' S'-]I/2' I!2' 4'-0' SIR' a-11 IA• S 19 3 1 TON•2D52 b 2.1 Iro% 4lro M-2D15 3a <F P ND M2 2-10 Uex 1-1,/a ` A yyN 2-0 Iro X s<VD NCR-ID23 • r l - 2-0 fro x 2-5 1/9 O FOII•IDS] 2-p va X 14 1/D - 2-G VD X I-,lro (\I 4. 2puDx2ava 2-0 Ub x 5-4 lro i p T i p p nt FYlS�P6DR/FFIS-336B5 y NTFt 2D15 U 4 2-p UB%1-7 from m 1-2 3/4 X 240 Iro X23,ro Q 2 =p rn0 1-Ox6_B G SED OPEN u D KM3 -- y0� a Qx 2-5 lib s.l/8 - I _ 3 $ ABOVE C R06LE VALLEY 4664-V A42)14' 1-v X 2'51/e \ $' •.10' 4-0' 2.1' I• 12'•10' > 3-0XI-0� GA3fD OPEN'6 u -------------------------- o > / _ _ ------ _____________ dI-Oxe-o C.SED N'6 O QUB%541ro-2D1, 2-10 VD x 1-11ro 8 r d �m m ✓ON-2D52 r a Z Z 2•b 200 4 ' 2-10 111 X 5-4 fro d 2-10-R-2DI5 „w ♦�{ RI1R0-UDNS] ' •,W I;dP 20 1/a X -0,/D D5 144' S•21/2' IT-6 VI'1 2.0 re%1-11/6 ob b S BUTLERS PANTRY ____________ ________________ bu , d m • • § 2-10 V2 X 6-10 VI IVN 2056 10'-1 1/2' y b ram• a 2-2 Ire x 5•e Ire - .. ------------- 1 u b - a I d � U ; ONA Poo Lll 2-IO X6401f1 1 u 1 a a W • T- 1 � P� I y m e Q V1 tiT y , a m I 1 1 b 24410 0YHt1E'b O00rs 2.67 x 5-0 7 I i I u I Q o 5'-0' 6'-0' 12'-O• 6'-0' S'd' 4, q•0. 4s'-0 ISSUED FOR CONSTRUCTION MAY 23,2005 g Q PROPOSED RE5IDENCE CN-lec >xb a>.nL. e0 _ a 'to pre Ar reserve.the c ]] gftNe>eA'gc ARCHI—TECH A550CIATE5 ° ° p th0"ArChlte4iGt«O 1l'70rk9 Iq Copy-IcJh 00t-tlo er0iion 1 LOT �, PARSLEY LN prewc tim 0,11 tr91ut1On OF w D N D o the>e plore MLIMIt tM axpres> OSTERVILLE, M,� NenCOn>entOFAchi-Tech JrchiGec�Ur2I d4�si n, inc. L` J A'.>OCIOte>,1nc,1>A hi, �J orr of that ac Any a OffOf>.I—I...Or t.tll>- o epancle>on then tlrow- 6 eehool arrest o it > non be 1,-o„gnt to the tel-508-420-5335 FIRST FLOOR PLAN t entbn of A I_Tech A"oc, Inc.prior to be rLN work. cotutt,ma 02635 fax-508-420-5304 Dbnen t. Ore 1 be w.etl. d0 nOt eGOle tlr0wln > 5 23 2005 12:24 PM Pi'-6' IS'fi' 9 a a n N rn _ n z O se m 0 0 � a r ' a , ' S ' s ' x __________ _____________ _____ lz d a m YON-2941p 2-10 Ve x 5-0 lro m D a -10 VEX AFLX O = ' d 2 S 2-x)vex VARIES A _1F N b p u 0 h02410 O b A m C45TOH 2-10 Iro x 5-o l/e 3 S L O z .1p 2-0I18 X VARIES WSTOM ARLH 2.101/eX VA lES a r N 5n1 � s-2 4'-0• �,5-- �2-a lro x vAWEsy ------------------- - 2-ex-0 b Qr2 T X2-10 Iro x VARIES 0 0 0 d 3-0u2x5-0 z b m { a r ------------------ b e y ---- ---- e a i_______ d ii n w 6 --- _ m jP!PW2b4bO to 1/6 x -0 Ve YC-8a m 2-0 vex 5-0 l/e O S 0R M R 1 vex VARIES 2-0 Irox VARIES O Q Q AA•R_ It b h0H-2&10 3 d 10Iro x SO l/D 2-101/e x 5-0 l/e TOM ARCH cuSroM AVAR ♦) O 10 I/DX VARIES 2-W Irox VARIES Y y 1 exe-0 b F S.-0. i�13- •__________ u' V ' . s o� i H•7 x---------------- 2r 116 .6-2 Yd1H•2446 x --------------- x# 12'-0' 2'C 24'-0' ISSUED FOR OONSTRUOTION MAY 23,2005 c-Tech la rc. e PROPOSED RESIDENCE °"�"°"°"" oh u u � of tlas°a0wing,accortl- to the"ArLhItBG[ur01 Wo ke Gopurlcjt Prot.""'P.Gt'df ARCHI-TECH ASSOCIATES 1 LOT 2, PARSLEY LN e4vQ«tK`i"'wn`aa�°`m° of o '_ m OSTERVILLE, M?. `�p "oFaLH90leh �rchittecCural deli e-�, inc.N AM55nt OF,vw,t m It.. 9 O1,1 er—,Oml-lonea or dl9- creponctee on theeG drpw- °o nq5 a.I tie nr-ght to the 6 oeFtooi atreat bel-508-420-5335 SECOND FLOOR PLAN Gtt°ntl of A chl-Tech Ae , Inc.prior to be inning work. cotult,Ma 02635 fax-508-420-5304 tlo not ecOle drowln°5. y as .• � _ t�r o 40'0- t , Bw• •-- ---- -----------------__------------ DO __________ __ ___ ______ ___________________ ____ _ _ ________________________________________ __________ o q•-o' SW sw• s-e 9-Ir B'-Ir r , r , I "_', u.. 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Be y b �� �"LfIV oftteeearcwmgsac«9 ARCHI -TECH A560CIATE5 LOT I, HIGH RIDGI=, the•ArcMt—t r°I worse 05TEFVILLE, NIA55AGHU5ETT5 ,9`;0'P °;;;�"1 of arch 1 Ceo Gu r�1 d Bsl g r�, i n c_ o �j rgxoeuctIm a Gstrrmttan of Mere plms wahout Me e>'pre» _ wrRten—d of ArOI-Te<n 6 OGhao1 0treaG tel-508r•420-5335 N FOUNDATION PLAT Ae9oclatee.mc.,Is an mfrmye- cobult,ma Q2635 fax-508-420-5304• ment of tW act. r= R Z�a .n e.: °` C' , NW r Z , r ---.. r - r , I. 6 Al r ,� 199JW FOR REVIEW s s 8 FAIRWIND5 DEVELOPMENT(,QRP-, M fey/woddee,he,yg ARCH I�-TECH 'AS�OCIAT�� .. .esl r«erves the le I t N LOT I, HIGH RIPE, tna Mchltecturalwork. 1 '05TERVILLE MA55AGHU�ETTS `°�Ig actlost Ael"of rc H i fv� C u r•�'1 d rs>�I n, 1 n c. r l9ao. Ary'copg allerallon, Q w rep-odld n be m.Irevll.of - - 'j - 14ee plme nllhwl the.elp•ew 0�pG{7o0�yChmerts 'Cdi-'E9Oa-ie}20'•E3i3.�Eg' - wlllen ca=eenl al ArchFic h, ' BASEMENT PLAN AewcioAee.Pu„IeanhirIn@- ootult.ma 020tiSES PAat-E3©6<�F20-®904 wrnl et Ihol.oel. . 14'-6 I/2' 7.5 m p O N 'n n n "All, r i ` rLi d v m �yii s �N o - - -• � e}b.-y. y.,�. 0 3 A � p z 0 D j 4•-1 1 - 4'- 4'"1 1/4' 3 V2- m -tq � _____________ _______________________________ _________ P b N k k YhQ N �q 51-1 V4' 514 5/4' 14'5 5/4" dos �m oxe/ 9 x{ ITI p P 0_ N � A u O - - g b � e � („ „ „ „ z N m . •."6. s O z O � a x N 2.-1 . O m O b a-B va• a e a• B'v A w 4X6/ u Q r ------------ , - , j .: N y A N —._ — T T 6 d -------- I-- S'-5 9 4' O y i OyN % RT a _ z , r 3 li m l0 u d �- p 0 m c A � O • W- 12" '-31Q' S'-0'. 9'-0' q•-p• •F•_p• �• 2 b 1 2' l0'-9 I/Z' IB'-O' 1410- Il, 155U90 FOR REVIEW 4 ? o FAIMINDS DEVELOPMENT CORP. A GH 1-TECH A�50Ct�T�S - ez ex reserves the c - oF thew o-mrscp accor"to w- LOT I, HIGH Rll:SE, the"AZtIltect-al VVorkfl b o° 05TERV ILLE, MA55AGHU5ETT5 `�'i't F""t On Act'°F a r�1-i i CG c-G u ra t d B irk i g YI. 1 n d. 1. K-10. Ary copy,olleratbn, a N reproduction or cBstrmulion of tMsa pl—-w-t the-per, -at-.°nsent of Arrhl-Tech 6 OeFtool straoG tal-608-•4i•20-C333B N FIRST FLOOR PLAN —t of that mt °"hF`ge" cotult,rrFa GO2038 flex-608-R2�-6304 ment of lhr3 mt. Z r 7c 6 O v m a o mD a Pm � P EN� N O 3 I � N♦p S 2 �p � }p > y p � r • A. N � O a � N ? N O � W N � s A p p 'pry" .. m� y O b O � d b P S O Q 'a '—p m S a• o N.J X k X % k k k k X X % % X k % X X X k k O ul rn : x _ m W J�� RE H S n o , O` ZI q. F t It A ----------------------------------------- ; Z 3'-43/4' �t BEIA✓1 - Z DOOR DD `�F7 A�ItiHl a Fri p i , N IV.n e , y �/ , ' 1Bxb/8 _ a , - ---- -------------- ---- --- - rn ----- ------- ----- - - ---- _ u. s/o cASen oPeao 0. _ , I It ILL Ul . r-la en , , ' CI OF Lz r O x 0 � 3 , 0 � bI ki a ISWED FOR REVIEY4 s a FAIRWIN05 DEVELOPMENT CORP. of these Q'_"m_'dN tv e�, A1�GH1-TECH A550G(ATE5 expre»ly reserve4 the c°pykfA ' LOT I, HIGH RIDGE, the"A-hit—t"• 1HNKa 1 R $ 05TERV ILLS, MASSACHUSETTS `PVI't h*'t"""`t°or enr-c h1 i G c Gu rsn 1 d 8>$ 9 G i rl, i ri . b wao Ar4.my..4—tio". rep--ti--mWF-ti-of- .. I these . il•i piw Wkhwt the a pre» nte".—It of Aran-Tech 6 school otreat Zel-60,5 420-63.'56 N Aseoci<3ee, Inklrige-. SECOND FLOOR PLAN In,.,Ib p" ootult.ma 02636 ta><-6oa-42o-630FF ment of that at. t e ..r r ' .rT. a : r q x fi , '!G, •Y .: vt ,fir. ... , ,. a c _ .. _ ,',. z - _..' .. :., ., Y -, r u r J .,_ ae �.. r - .. P RP NDIC LAR TO THE PROPERTY LINES. � . . w . <. � . ALL DIMENSIONS ARE E E U �.: a .-r t; ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN COMPLIANCE NTH THE STATE SANITARY � -�a :. ; ', � , , : _�: ,,� .., Ar , ., . .. ,.. . ,...,. . - • �' ' ._;�' , �_ : � : ._<., ... � .. , •- . .- ': >_. SOIL LOG ..�,.. S01�- LOG ("ODE TITLE V AND THE TOWN OF BARNSTABLE BOARD OF HEALTH REQUIREMENTS. ' 3 fin. r ANY CHANGE TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND ATLANTIC DESIGN ENGINEERS. x TEST PIT # - ELEV.=42.5 TEST PIT4 - ELEV.= 42.5 BEFORE BACKFILLING THE SYSTEM, THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER AND BARNSTABLE BOH FOR INSPECTION. DEPTH FROM BOTTOM OTHER (STRUCTURE, DEPTH FROM BOTTOM OTHER (STRUCTURE, SOIL SOIL TEXTURE SOIL COLOR SOIL STONES, BOULDERS, SURFACE OF LAYS SOIL SOIL TEXTURE SOIL COLOR SOIL STONES, BOULDERS, HEAVY EQUIPMENT SHALL NOT TRAVEL OVER DISPOSAL SYSTEM DURING OR AFTER CONSTRUCTION. a` ""� ''$ ' ' SURFACE LAY. HORIZON USDA MUNSELL MOTTLING HORIZON USDA MUNSELL MOTTLING (INCHES) ELEV. (USDA) ( ) CONSISTENCY, GRAVEL) (INCHES) ELEV. (USDA) ( CONSISTENCY GRAVEL E. TIGHT JOINT (T.J.) PIPING SHALL CONSIST OF 4" POLYVINYL CHLORIDE (PVC) PIPE SCHEDULE 40. ALL PIPES TO BE LAID ON 0"-12" 41.5 A LOAMY SAND 2.5 Y 3/2 NONE - 0"-14" 41.3 A LOAMY SAND 2.5 YR 3/2 NONE - CW1 FIRM BASE AND TO BE WATERTIGHT. ALL CONNECTIONS AND JOINTS SHALL BE MECHANICALLY SOUND AND TIGHT. -- 12"-24" 40.5 B LOAMY SAND 10 YR 6/8 NONE - 14"-30" 40.0 B LOAMY SAND 10 YR 6/8 NONE - 1 ALL SEPTIC SYSTEM COMPONENTS UNDER TRAVELED WAYS SHALL BE REQUIRED TO WITHSTAND H-20 LOADING. �. LOCUS MAP 8 ALL DISTURBED AREAS SHALL BE LOAMED (4" COMPACTED DEPTH) AND SEEDED OR REPAVED TO 24"-120" 32.5 C MEDIUM S0D 10 YR 8/8 NONE NO GWE 30"-120" 32.5 1 C I MEDIUM SAND 1 10 YR 8/8 NONE NO GWE MATCH EXISTING, IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. (1 " = 1 000� 9. THE DESIGN ENGINEER SHALL CERTIFY INSTALLATION. PERCOLATION TEST BY: PETER BRYANTON, C.S.E., PERCOLATION TEST BY: PETER BRYANTON, C.S.E., 10. EXISTING CONDITIONS AND PROPERTY BOUNDARIES AS SHOWN ARE BASED UPON THE APPROVED "DEFINITIVE PLAN MODIFICATION- FOR: ATLANTIC DESIGN ENGINEERS, L.L: FOR: ATLANTIC DESIGN ENGINEERS, LLC FOR SUBDIVISION #781 - HIGHRIDGE OF OSTERVILLE, OSTERVILLE, MASSACHUSETTS " BY ATLANTIC DESIGN ENGINEERS, LLC DATED WITNESSED BY: SAM WHITE, HEALTH AGENT, BARNSTABLE BOARD OF HEALTH WITNESSED BY: SAM WHITE, HEALTH AGENT, BARNSTABLE BOARD OF HEALTH SEPTEMBER 10, 2001. 11. PROPERTY IS LOCATED IN FLOOD ZONE C PER FLOOD INSURANCE MAP 250001-001 6 D. LAST REVISED JULY 2, 1992. DATE: AUGUST 25, 2003 DATE: AUGUST 25, 2003 PERCOLATION RATE: < 2 MIN. PER INCH IN C SOILS PERCOLATION RATE: < 2 MIN. PER INCH IN C SOILS 12. THE DISTRIBUTION BOX IS TO BE WATER TESTED FOR LEVELNESS. GROUND WATER 120" GROUND WATER < 120" 13. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DIGSAFE, THE TOWN OF BARNSTSABLE DPW, AND ALL UTILITY COMPANIES A MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION ACTIVITIES TO LOCATE ALL UNDERGROUND UTILITIES AND OBTAIN APPROVALS. 14. CONTRACTOR SHALL OVER EXCAVATE PRIMARY LEACHING AREA AND 5' ALL AROUND PRIMARY LEACHING AREA DOWN TO THE TOP OF THE MEDIUM SAND LAYER (APPROXIMATE ELEV. 40.0) AND REPLACE WITH CLEAN COARSE SAND. 15. THE SITE DOES NOT FALL WITHIN EITHER THE "GP" GROUNDWATER PROTECTION OVERLAY DISTRICT OR THE "WP" WELLHEAD PROTECTION OVERLAY DISTRICT. SITE LIES WITHIN AN "AP" AQUIFER PROTECTION DISTRICT. 16. BENCHMARK IS CONCRETE BOUND WITH DISC, LOCATED AT THE NORTHWEST CORNER OF LOT 1, EL=50.88. CONTRACTOR/INSTALLER TO VERIFY BENCHMARK ELEVATION BEFORE BEGINNING CONSTRUCTION. I E GENa BUILDING SETBACK LINES -- -- __ _.__ EXISTING EASEMENT W ( MAP 165, LOT 21-6 w N/F EXISTING CAPE COD BERM - - -- - -- -- 100' BUFFER ZONE s� � xYrY°` a' aN' . ►- GRAFF, PAUL E. IP 0 j j & EXISTING SPOT GRADE EXISTING TEST PIT LOCATION C:B.CENTER (FND) EXISTING CFR 140513 - Of EXISTING 2' CONTOUR �� �-ti EXISTING TREE LINE DRAINAGE , m , q w j EXISTING 10 CONTOUR x 46.9 PROPOSED SPOT GRADE -:r., "„' ,'`..a?• c...; .._ \f a p fps Y: r _ _- EASEMENT SO. Z +_.._ EXISTING _ _ , _ 3 - 45 «-. ZONING REQUIREMENTS \ - t _ DIRT ROAD �, ` =' \ r-, PROPOSED CONTOURS xy. r / EXISTING WETLAND AREA �461 SEPTIC SETBACKS MIN. / o -- -- (MIN.) --- __-- ZONING DISTRICT RC - RESIDENCE C !/ - Q -W PROPOSED WATER SERVICE EACHING FACILITY GROUNDWATER PROTECTION OVERLAY DISTRICT - N/A r s / L�. - v �' E.G. EXISTING GRADE PROPOSED UNDERGROUND ELECTRIC, 10' PROPERTY LINES WELLHEAD PROTECTION OVERLAY DISTRICT - N/A ETC 20' BUILDING RESIDENCE C: RC �-- �.� TELEPHONE, CABLE SERVICES d E F.G. FINAL GRADE 10' WATER SERVICE MINIMUM LOT AREA 43,560 SF / NE - fi PROPOSED TREE LINE 150' PRIVATE WELL DOWNGRADIENT -� Y �A �� ' ' 1 �� C c� F.F. FINISHED FLOOR MINIMUM LOT FRONTAGE 20 FEET � (1 p AR C4 1 ' PRIVATE WELL UPGRADIENT WIDTH 100 FEET -- _ - OD EOP r A G euc) 00 MINIMUM LOT TD YARD 20 FEET �----- � 40' �IpE�'�'U,_ ,,�-•�"� 0 89 - \ FR P OS�D 12''- -�- � MINIMUM ON �_- ---- WIDE MMON SEPTIC TANK MINIMUM SIDE YARD 10 FEET I MINIMUM REAR YARD 10 FEET _ - 10 BUILDING MAXIMUM LOT COVER % j 10' PROPERTY LINES BY BLDGS -N/A- - .H.- !��� Y �� MAXIMUM FLOOR AREA RATIO -N/A- EOP-- - - �- C.B., D - 10' WATER SERVICE MAXIMUM BUILDING HEIGHT 30 FEET` X (FND) 10 LEACHING AREA MAXIMUM SHAPE (FACTOR 22.0 - ` C.E. DISC OR 2-1/2 STORIES WI IICHEVER I_, LESSER (FND) Z \ FMF"' �` T f MAP 165, LOT 23 i `,«Y � '` \ t \� BENCHMARK:-� oo Y N/F CONCRETE BOUND \ TEW, JOHN B. JR. DESIGN FORMULA: ,�4" LOAM AND SEED,t,, I WITHIDISC - 2 �AYER F CLEAN BACKFILL h & r \ ? l -n n n NO GARBAGE GRINDER ALLOWED WITH THIS DESIGN 1 8 TO 1 g2" MINIMUM 9" COVER EO GALL B. i� ELE ATION=50.88 FEET 4 SYSTEM REQUIRED PROVIDED DOUBLE WASHED ,ap p�pp�ta, �, - I o CFT.159144 3) 40' LEACHING RENCHES (RESERVE INVERT n p 3 4 " f AREAS DASHED) ra DAILY FLOW: o D / 5 BEDROOMS 0 110 GPD/BR 550 GPD p o o DOUBLE o p T 1-1 2 / C.B./D.H. N" I II I ! II I �iGG� \ \ ,,- k 2 MIN. a p o WASHED / (FND) SEPTIC TANK: ° o o STONE \ j .8J-�11 u TEST PIT ^� i_} f Cy 550 GPD x 200% 1100 GPD 1500 GAL o o ' ° - 3 & 4 ! (Per Title V) 0 J LIMIT OF 5' % OCAT 0 LEACHING AREA: 4" PERFORATED 2 W \ OVEREXCAVATION BO �C\ 2 3 -- 40' TRENCHES SCH 40 PVC Z EL=40.0 (FOR / t ' 2' E> F£CTIVE DEPTH 5 MINIMUM Q _ _ I U PRIMARY SYSTEM " 8�• I SEPARATION ) 44:+a _ I 2' WIDTH _J op BOTTOM OF TRENCH LEVEL DISTANCE I t \ � SIDEWALL: FOR ENTIRE LENGTH FROM 1500 GAL _ 1 `70,109 S (1 .61 AC) 3ea x (40 x 2sides + 2 x 2sides) x 2 deep 504 SF GROUNDWATER 0 `r SEPTIC TANK ( ''- r 1 ` '�� -''; \ S� \ BOTTOM: MAINTAIN 6.0' BETWEEN = I _ --' ' n FRONTAGE=41 .02 3ea x (40 x 2) 240 SF TRENCH SIDEWALLS o ----- 5 O' MIN. � LOT SHAPE FACTOR=19.2 LEACHING CAPACITY: Q � --_-----__-- ,,••� ! SIDEWALL: 504 5F x 0.74 GAL/SF 373.0 GPD TYPICAL LEACHING TRENCH Z o GRADE TO GARAGE BOTTOM: 240 SF x 0.74 GAL SF 177.6 GPDCROSS-SECTION _ `t ' r i 1 / L .� DRAIN NOT TO SCALE ;' \ f J PROPOSED I i + \ 4• \ _ i h TOTAL: 550 GPD 550.E GPD AWAY FROM U / 5-BR 1 , HOUSE HOUSE 70.0' F=48.0 �64,366 SF (1 .48 AC) 66.0' j F- `�RONTAGE=40.00' EL 48 0 4" PERFORATED PVC, SCH 40 FINISHED GRADE 0 0.5% SLOPE WITH 3/8" MIN. ;� _LOT SHAPE FACTOR=21.5 F.G.=45.5t F.G.- 45.5t MIN. 2X SLOPE AND 5/8" MAX, PERFORATIONS F.G.= 45.5 F.G.= 45.5 qj G DECK THREE MANHOLE COVERs BRING MINIMUM OF ONE COVER TO WITHIN 6` OF FINISHED GRADE. SEE DETAIL A BELOW BRING OTHER COVERS TO "THIN 12 OF FINISH GRADE. 3/4" - 1-1/2' DOUBLE MAP 165, LOT 82 --- 3.0' MAX. COVER WASHED CRUSHED STONE N/F 4- PVC 0 TOP OF PEASTONE 2" OF 1/8"-1/2' DOUBLE MARENECK, WILLIAM A. o 2% -- 2.0% SLOPE 6" SUMp ELEV=42.50 WASHED PEA GRAVEL 4" PVC CAP CFT.134092 I;� I �, x j 4" PVC O - 2X MIN - 5.2X MAX SLOPE NV.OUT 1500 GALLON ... / I J � 43.22 y SEPTIC TANK f 4 �> 43.42 NV. IN/ 42.97 p e�-42.26 q y o a ' o INVERT=41.80 r 00.0' \ I 1 �_ �?� Y1 BUILDING \ �NV.OUT oo INV. OUT INV. IN 42.00 4 oo�< '4 0 0 • o X / (� R (� 0 0 a o o e 2.0' MIN. \ 1 -+� �-. `�J} 10' (MIN. a • O 4 O a 0 42.43 ' �000 > ,OD o rf \_ I \,- __.-. SETBACK \ ,K t_f p INV. IN BOTTOM OF TRENCH o o 4 0 , < I -- ' LINES TYP� `�4 0 4 d 4 0 0 BOTTOM of �_-- - 2T 39.80 �. TRENCH S° N} ��__ ` •. \ \ I LEVEL STABLE 6" STONE BASE 5' MIN - 13' MAX ELEV. 39.80 ., , 3' MIN. 2r0_MIN. t (., . jI!Ai (FND) N85'40'35"yy _ 1- ,� �,- 25.8 g._ NOTES: I - \ DISTRIBUTION BOX SHALL BE DO-9 AND HAVE A MINIMUM SUMP OF 1. SEPTIC TANK SHALL BE EMBOSSED WITH SEAL g f.. l C.B. D.H. N83�552 �6 MIN. SIX INCHES AS MEASURED BELOW THE OUTLET INVERT ELEVATION. -' MAP 165, LOT 24 / 5 W ZJ` - 2" MIN. STATING CONFORMANCE WITH ASTM C 1227-94. {Qa \_ -'- --- � I CORROSION RESISTANT GAS BAFFLE 2. ALL SEPTIC SYSTEM COMPONENTS SHALL BE - ( it N/F MAP 165, LOT 2g (FND) MAP 165, LOT 30 BY,-CORROSION RE APPROVED EQUAL ONEIL, JANE D. MAP 165, LOT �---�_ 14` DESIGNED TO WITHSTAND MINIMUM H-10 LOADINGS. ( N/F N/F C.B./D.H.- N/F `,N 84•00'20" \10 MIN. MIN CFT.147334 FALLON, JOHN T. & S. W 3. SEPTIC TANKS SHALL BE PROVIDED MATH AT ____ � JAXTIMER, MARIE T. PATRICE B. (FND) SMITH, S. MARK & SEPTIC SYSTEM PROFILE LEAST THREE 20" DIAMETER MANHOLES WITH CFT,151209 PATRICIA A. DETAIL A READILY REMOVABLE IMPERMEABLE COVERS OF BK.9690, PG.038 T A � ' BK.11783, PG.273 •�,, I (NOT 0 SC LE) DURABLE MATERIAL �Zn OF FILE 2317SEP i.C- R1 r. y PREPARED FOR: PROPOSED SEPTIC PLAN sheet of A Designed by - SCALE ;'' ' ---- --- Drawn b y I` -- --- - - --- ---- ----- -- - -- FOR 1 1 Checked b SCALE 1" _ 30' s srV FAIRWlNDS REALTY LOT 1 - HIGH RIDGE SUBDIVISION an ic DESIGN ENGINEERS, L. L. C. y -- -- 0 15 3� 45 OAS \ Survey chk. by : _ 1 SWG 4-8-04 5 BEDROOM_DESIGN ___- ��--- 1600 FALMOUTH ROAD OSTERVILLE, MASSACHUSETTS JOB NUMBER �"'�'� P.O. Box 1051 , Sandwich, MA 02563 (508) 888 - 9282 Approved by : _ - DATE N0. BY DATE REVISION CENTERVILLE, MASSACHUSETTS 02631 OCTOBER 27, 2003 t 2317. 0 r LOCUS SOIL LOG SOIL LOG 1. ALL DIMENSIONS ARE PERPENDICULAR TO THE PROPERTY LINES. TEST PIT #1 - ELEV.-45.0' TEST PIT #2 - ELEV.-45.0' 2. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN COMPLIANCE WITH THE STATE SANITARY DEPTH FROM BOTTOM OTHER (STRUCTURE, P CODE TITLE V AND THE TOWN OF BANRSTABLE BOARD OF HEALTH REQUIREMENTS. SOIL SOIL TEXTURE SOIL COLOR SOIL DEPTH FROM BOTTOM OTHER (STRUCTURE, SURFACE F LAYER STONES, BOULDERS, SURFACE OF LAYER SOIL SOIL TEXTURE SOIL COLOR SOIL STONES, BOULDERS, 3. ANY CHANGE TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND ATLANTIC DESIGN ENGINEERS. (INCHES) ELEV. HORIZON (USDA) (MUNSELL) MOTTLING CONSISTENCY, 9 GRAVEL) (INCHES) ELEV. HORIZON (USDA) (MUNSELL) MOTTLING CONSISTENCY % GRAVEL 4. BEFORE BACKFILLING THE SYSTEM, THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER AND BARNSTABLE BOH FOR INSPECTION. 0"-50" 40.8 FILL - - - UNSUITABLE 0"-12" 44.0 FILL - - - UNSUITABLE -- 5. HEAVY EQUIPMENT SHALL NOT TRAVEL OVER DISPOSAL SYSTEM DURING OR AFTER CONSTRUCTION. 50"-60" 40.0 B LOAMY SAND 10 YR 7/8 NONE - 12"-120" 32.0 1 C LOAMY SAND 10 YR 4/4 NONE NO GWE 6. TIGHT JOINT (T.J.) PIPING SHALL CONSIST OF 4" POLYVINYL CHLORIDE (PVC) PIPE SCHEDULE 40. ALL PIPES TO BE LAID ON FIRM BASE AND TO BE WATERTIGHT. ALL CONNECTIONS AND JOINTS SHALL BE MECHANICALLY SOUND AND TIGHT. 60"-72" 39.0 C 1 MEDIUM SAND 10 YR 7/4 NONE 7. ALL SEPTIC SYSTEM COMPONENTS UNDER TRAVELED WAYS SHALL BE REQUIRED TO WITHSTAND H-20 LOADING. 72"-120" 33.0 C2 COARSE SAND 2.5 YR 6/4 NONE NO GWE PERCOLATION R EC IC DESIGN ENGINEERS,TEST PETER YLNCON, C.S.E., LOCUS MAP 8. ALL DISTURBED AREAS SHALL BE LOAMED (4 COMPACTED DEPTH) AND SEEDED OR REPAVED TO SCALE, 1 =1000 f) MATCH EXISTING, IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. PERCOLATION TEST BY: PETER BRYANTON, C.S.E., WITNESSED BY: SAM WHITE, HEALTH AGENT, BARNSTABLE BOARD OF HEALTH 9. THE DESIGN ENGINEER SHALL CERTIFY INSTALLATION. FOR: ATLANTIC DESIGN ENGINEERS, LL.0 DATE: AUGUST 25, 2003 10. EXISTING CONDITIONS AND PROPERTY BOUNDARIES AS SHOWN ARE BASED UPON THE APPROVED "DEFINITIVE PLAN MODIFICATION- WITNESSED BY: SAM WHITE, HEALTH AGENT, BARNSTABLE BOARD OF HEALTH PERCOLATION RATE: < 2 MIN. PER INCH IN C SOILS FOR SUBDIVISION #781 - HIGHRIDGE OF OSTERVILLE, OSTERVILLE, MASSACHUSETTS " BY ATLANTIC DESIGN ENGINEERS, LLC DATED GROUND WATER > 120' SEPTEMBER 10, 2001. DATE: AUGUST 25, 2003 11. PROPERTY IS LOCATED IN FLOOD ZONE C PER FLOOD INSURANCE MAP 250001-0016 D, LAST REVISED JULY 2, 1992. PERCOLATION RATE: < 2 MIN. PER INCH IN C SOILS GROUND WATER > 120" 12. THE DISTRIBUTION BOX IS TO BE WATER TESTED FOR LEVELNESS. 13. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DIGSAFE, THE TOWN OF BARNSTSABLE DPW, AND ALL UTILITY COMPANIES A MINIMUM OF 72 HOURS PRIOR TO CONSTRUCTION ACTIVITIES TO LOCATE ALL UNDERGROUND UTILITIES AND OBTAIN APPROVALS. 14. CONTRACTOR SHALL OVER EXCAVATE PRIMARY LEACHING AREA AND 5' ALL AROUND PRIMARY LEACHING AREA DOWN TO THE TOP OF THE MEDIUM SAND LAYER (APPROXIMATELY ELEV 40.0) AND REPLACE WITH CLEAN COARSE SAND. 15. THE SITE DOES NOT FALL WITHIN EITHER THE "GP" GROUNDWATER PROTECTION OVERLAY DISTRICT OR THE "WP" WELLHEAD PROTECTION OVERLAY DISTRICT. SITE LIES WITHIN "AP" AQUIFER PROTECTION DISTRICT. 16. BENCHMARK IS CONCRETE BOUND WITH DISC, LOCATED AT THE NORTHWEST CORNER OF LOT 1, EL=50.88. CONTRACTOR/INSTALLER TO I VERIFY BENCHMARK ELEVATION BEFORE BEGINNING CONSTRUCTION. _ (4) 500 GAL j E XlSTING DO-- _ 4.0'W X 8.5'L X 2.0'D (IRAINAGE DRYWELLS W/4' STONE \ EXISTING 10' Q � EASEMENT SURROUND WIDE WATER > MAP 165, LOT 21-6 EASEMENT N/F EXISTING 10' J (� a C E : INTER GRAFF, PAUL E. LIMIT OF WIDE WATER & 12 W X 46'L X 2' DEEP EASEMENT w FND) GRETA M. LEACHING AREA \ 1 Z a �0 CFT.140513 -_. TEST SIT #1 & #2 LOCATION O " EXISTING _ ,�� In DIRT ROAD \ �� " �;5.54 - - -- - " 1500 GAL ZONING REQUIREMENTS ;� Q _ 8 •5,2 5( 2.34 SEPTIC SETBACKS (MIN.) -- _ - --- \ SEPTIC TANK / MAP 165, LOT 21-7 J ZONING DISTRICT RC - RESIDENCE C -2 _S h' -- 1, ` / N/F LEACHING FACILITY GROUNDWATER PROTECTION OVERLAY DISTRICT - N/A -'� 18.Q '7g��„ TONSBERG, FRANK W. & R.J. ' �' PROPOSED 12 RESEIRVE ti _ �'�- CFT.153326 10 PROPERTY LINES WELLHEAD PROTECTION OVERLAY DISTRICT - N/A --- •�.� 20' BUILDING T - \ I \ WIDE COMMON AREA � / � -`RESIDENCE C: RC DRIVEWAY 6 23.4 10' WATER SERVICE MINIMUM LOT AREA 43,560 SF - �CJ�E y '�' `v ' N - \\ �1 D-B - s EXISTING 150 PRIVATE WELL DOWNGRADIENT MINIMUM LOT FRONTAGE 20 FEET EOP P � � �- TP#� ' --_ DIRT ROAD 100 PRIVATE WELL UPGRADIENT MINIMUM LOT WIDTH 100 FEET 40 WIDE` '� _ 0.89 \ - \14 r, f _.. MINIMUM FRONT YARD 20 FEET SEPTIC TANK MINIMUM SIDE YARD 10 FEET �__ !y u _ \ ® \ 4E�5 0 0 REQ �qNO ` - 10' BUILDING MINIMUM REAR YARD 10 FEET �• 10' PROPERTY LINES MAXIMUM LOT COVER BY BLDGS -N/A- 6 S8, MAXIMUM FLOOR AREA RATIO -N/A- * �.� C (FND)H _ P / 32.1 10' WATER SERVICE R �.. _ MAXIMUM BUILDING HEIGHT 30 FEET f� �P '.. I 10' LEACHING AREA h1AX*MI;JM SHAPE FACTOR 22.0 C (END) ( \ ASfM�tiT� ETC\ 1 \ 1 w�J \ / 45 ' { OR 2-1/2 STORIES WHICHEVER IS LESSER I ING-�- � -- ; BENCHMA K: \ �? F� �Y 31. �\ yj, 45.0' L BU LD CONCRETE BOUND \ .-T TC 6 PROP. 97.3' �r ' -k WIT DISC - \ 5-BR `� SETBACK f .. r �/ r j \ 71.8 IN HOUSE: "t-�_ LINES ,(TYP) y m � ELENATION 5J.88' \ i � c-°�t I, \ •,. -r. .: . i -ETC FF=49.00 DESIGN FORMULA: \ {r s- - NO GARBAGE GRINDER ALLOWED WITH THIS DESIGN SYSTEM REQUIRED PROVIDED LEGEND a I 4 1, BUILDING SETBACK LINES - - - - EXISTING EASEMENT \ /�z� ' �, GARAGE DAILY FLOW: - EXISTING CAPE COD BERM - - - -- 100' BUFFER ZONE 5 BEDROOMS ® 110 GPD/BR 550 GPD G�' EXISTING SPOT GRADE EXISTING TEST PIT LOCATION = PC' I ..V _ SEPTIC TANK: 550 GPD x 200% 1100 GPD 1500 GAL Per Title V EXISTING 2 CONTOUR EXISTING TREE LINE LEACHING AREA: 60 EXISTING 10' CONTOUR x 46.5 PROPOSED SPOT GRADE 12'W X 46'L 2 ( �I j Co o 2 EFFECTIVE DEPTH EXISTING WETLAND AREA PROPOSED CONTOURS �'� �\ \ I / ) SIDEWALL ; ' ( _` 70,109 SF (1 .61 AC) ;" / 4 2' X (12'+12'+46'+46') 232 SF / \ W- -- PROPOSED WATER SERVICE `� -' SRC. - FRONTAGE=41.02' i I // 0 BOTTOM: E.G. EXISTING GRADE PROPOSED ELECTRIC, r / LOT SH APE FA TOR=19.2 So FTC _ I �, \ O� - /;;'j, .3W 12' X 46' S52 SF TELEPHONE, CABLE SERVICES LEACHING CAPACITY: F.G. FINAL GRADE �, �� ' ^-^-^� - PROPOSED TREE LINE iv�`u4f�. 165, LOT 35 SIDEWALL: 232 SF x 0.74 GAL SF 171.68 GPD F.F. FINISHED FLOOR �'� / / N/F / � 1 BOTTOM: 552 SF x 0.74 GAL/SF 408.48 GPD TOTAL: 550 GPD 580.16 GPD i RAYMOND S & DONNA �} _`--�> �5 `; BK.11967, PG.326 64,366 SF (1 .48 AC) \ /-�-!� > `� ` � :. THREE MANHOLE COVERS J7RONTAGE=40.00' r- SEE DETAIL 'A' BELOW LOT SHAPE FACTOR=21 .5 \ ,� BRING MINIMUM OF ONE COVER TO WITHIN 8" OF FINISHED GRADE. -� F.F.=49.00' BRING OTHER COVERS TO WITHIN 12 OF FINISH GRADE. FINISHED GRADE F.G.=47.5' F.G.a46.8' F.G.= 46.4' 5' MIN. 2% SLOPE F.G.= 46.5' { ------TOP OF PEA GRAVEL -V'-1-}� DOUBLE WASHED �• �� �% �/ �6,'%' / =43.52 CRUSHED STONE (TYP) 4" PVC O MIN _ - 4-500 GALLON PRECAST ., _ - Zz s- SUMP CONCRETE CHAMBERS 2• of X'-�' DOUBLE � -._._j �__ 2X SLOPE f 7777-1 WASHED PEA GRAVEL(TYP) �� v/Yyr \J � 8\MIN.-- _ 4' PVC O INV. OUT / 1500 GALLON 2X MIN- 5.2% MAX SLOPE SEPTIC TANK \ /� \ Ln 44.52' INV. IN �__ '1 44.30' NV. OUT o INV. OUT ,�,,�:• .,•• T _ \44.05 ° e 43.34 `" , I O e• ' a r INV. IN� INV. OUT- :�•'.:�• :�• :�.,': •:,:?•: 2.0' EFFECTIVE DEPTH \ ----- \ C,+ O 43,51' a3.o2' :•` 000 � -:.::"v • . 1 1 1 MAP 165, LOT 34 _ 1-- 4' I-- 4' -I 1-- 4' --I '�'~ _�^�^ ^.-,r-,� �-� -� \\. �m S o BOMMHA DT, JOHN LEVEL STABLE 6* STONE BASE - --- m 27 16 \ �4� r y _ 1"3 . , \ ELIZABETH 3• MIN. 20' MIN. � � _-i - DISTRIBUTION BOX ;SHALL HAVE A MINIMUM SUMP OF SIX INCHES 1. SEPTIC TANK SHALL BE EMBOSSED WITH SEAL _ ��.� -- `---gyp _ \ u'� � � BK.10131, PG.114 AS MEASURED BELOW THE OUTLET INVERT ELEVATION. STATING CONFORMANCE WITH ASTM C 1227-94 MIN. 2. ALL SEPTIC SYSTEM COMPONENTS SHALL BE `-2' MIN. DESIGNED TO WITHSTAND MINIMUM H-10 LOADINGS. CORROSION RESISTANT GAS BAFFLE (H-20 IF UNDER OR WITHIN 10' OF TRAVELED WAY tP 165, LOT 32 1 f' BY TUFTITE OR APPROVED EQUAL --�-10� MIN. 14• � 3. SEPTIC TANKS SHALL BE PROVIDED NTH AT � -N/F MIN TYPICAL SEPTIC SYSTEM EMLE LEAST THREE 20" DIAMETER MANHOLES WITH SMITH, S_MA,RK & PATRICIA A. (NOT TO SCALE) READILY REMOVABLE IMPERMEABLE COVERS OF BK.11783, PG.273 DETAIL 'A' H DURABLE' MATERIAL FILE 2317SEPTIC-R5 Designed by : SCALE KI -- - - - ------ PREPARED FOR: PROPOSED SEPTIC PLAN Sheet of � ® Drown by 4 �MJ 6-16-05 TEST PIT 1+2 SEPARATED _- FAIRWINDS REALTY FOR SCALE 1" = 30' 3 SWG 5-17-05 NEW FOOTPRINT an DESIGN ENGINEERS, L. L. C. Checked by : o ,5 3o a5 �} 2 -JRW 4-5-05 NEW FOOTPRINT & CHAMBERS 160o FALMou TH ROAD LOT 2 - HIGH RIDGE SUBDIVISION �0B NUMBER Survey Chk. by 1 . SWG 4-8-04 5 BEDROOM DESIGN _ _ OSTERVILLE, MASSACHUSETTS P.O. Box 1051 , Sandwich, MA 02563 (508) 888 - 9282 Approved by : DATE N0. BY DATE REVISION CENTERVILLE, MASSACHUSETTS 02632 OCTOBER 20, 2003 1 2317. 0 La_1 1. BOUNDARY LINES AS SHOWN ARE BASED UPON PLANS AND DEEDS w OF RECORD AND A SURVEY AS PERFORMED BY ATLANTIC DESIGN MAP 165, LOT 21-6 ENGINEERS, L.L.C. Q C.B.CENTER GRAFFN/F V) a BPAUL E. 2. PROPERTY IS LOCATED IN FLOOD ZONE C (AREAS OF MINIMAL a I GRETA M. FLOODING) PER FLOOD INSURANCE RATE MAP 250001-0016 D, LAST Z o CFT.140513 REVISED JULY 2, 1992. b / O 1 - 1. PROPERTY LINE SETBACKS SHOWN ARE FROM OUTSIDE FACE OF WALL TO LOCUS MAP !Q v •31 I �� f POINT CLOSEST TO THE LOT LINE DIMENSIONED TO. c 2. ALL SETBACK DIMENSIONS ARE PERPENDICULAR TO PROPERTY LINES. 1 = 1 000 f Y P LAN � `\ s � 3. ALL BUILDING DIMENSIONS SHOWN ARE OUTSIDE FACE OF WALL.ARSE \ WIDE�PUBLtC, - 30.89, �R.'`� 40 � \ Os 4 N08� 5 0"E 70.89 ZONING REQUIREMENTS ZONING DISTRICT RC - RESIDENCE C C.B./D.H. 581.52�50" 1- -r '\ \ ��� GROUNDWATER PROTECTION OVERLAY DISTRICT - N/A (FND) --c p \ �6`o WELLHEAD PROTECTION OVERLAY DISTRICT - N/A C.B./DISC 20 4' \�R0)� \ �C� I CERTIFY THAT THIS PLAN.,.:-.DEPICTS FOUNDATION ASBUILT RESIDENCE C: RC 2 N6)• �b \ \ �� 'I MINIMUM LOT AREA 43,560 SF (FND) r, E\ og 1�ACCF � CONDITIONS AS THEY�;'�' �,��.QF 7/28/04 a, 9 ASS 7 \ MINIMUM LOT FRONTAGE 20 FEET \ SFM MINIMUM LOT WIDTH 100 FEET 0 98' �NT rl N� °`� MINIMUM FRONT YARD 20 FEET FROFESSIONAL LAQ MINIMUM SIDE YARD 10 FEET orswo� P ; MINIMUM REAR YARD 10 FEET s� �,r' MAXIMUM LOT COVER % BY BLDGS -N/A- IyYvvv MAXIMUM FLOOR AREA RATIO -N/A- MAXIMUM BUILDING MAP 165, LOT 23 '`1 ��\ h\ OQ P MAXIMUM SHAPE FACTOR HEIGHT 22 OFEET* N/F `� \ ! S�S�O TEW, JOHN B. JR. Na. \ I A• �, o OR 2-1 2 STORIES WHICHEVER IS LESSER & C.B./D.H. GAIL B. (FND) �ID CFT.159144 SE�-N�� \ 82.8' \ \ 70,109 SF (1 .61 AC) CO FRONTAGE=41.02' s \ LOT SHAPE FACTOR=19.2 34.2' 4.0 \ Est• \ 16.0 / 24.0 ou 0, 90 o Av(✓d \ 2 / MAP 165, LOT 35 / 2• -a B. ��}.kpp 1,�fk1tJG`r \ �0. \ N/F / 2.0 SELF�C�`idu \ \ / PLOUFFE, 0 TOP OF FOUNDATION q y61 Ff RAYMOND S & DONNA 5 / E V-48.5 ��`�� \ \ / 8K.11967, PG.326 MAP 165, LOT 82 / 0 24.014.0 \ N/F co 0 0 0 1 \ �J MARENECK, WILLIAM A. a o \ \ CFT.134092 _ 86 10. \ \ 00 64,366 SF (1.48 AC) \ \ FRONTAGE=40.00' V. LOT SHAPE FACTOR=21.5 \ \ I l Z POO 66.9 444.APPk&V6� lo3' Bowe( 3vR2ev�uD *S BUILDING \ \ 2 �J� CHg,N l,/OUA'- FENS SETBACK \ I LINES (TYP) \ \ MAP 165, LOT 34 l C.B./D.H. I- 99•76' ` ' — — _ _ \ \ BOMMHARDT, JOHN \ & (FND) N85'40'35"W ELIZABETH BK.10131, PG.114 C.B./D.H. N83'55'25"W -- \ -� MAP 165, LOT 24 (FND) N/F MAP 165, LOT 30 C.B./D.H.� N 84.00'20„ ONEIL, JANE D. MAP 165, LOT 29 N/F (FND) MAP 165, LOT 32 W CFT.147334 N/F N/F / FALCON, JOHN T. & JAXTIMER, MARIE T. PATRICE B. SMITH, S. MARK & CFT.151209 BK.9690, PG.038 PATRICIA A. BK.11783, PG.273 FILE: 1053—ASBT Designed by ' SCALE PREPARED FOR FOUNDATION AS—BUILT PLAN Sheet o Drawn by : OF1 1 checked by : SCALE 1 = 30 FAIRWINDS REALTY LOT 1 - HIGH RIDGE SUBDIVISIONAllanlice DESIGN ENGINEERS, L.L.C. 0 15 30 45 1600 FALMOUTH ROAD JOB NUMBER P.O. Box 1051, Sandwich, MA 02563 (508) 888 — 9282 s�r�ey chk. by : OSTERVILLE, MASSACHUSETTS Approved by : DATE N0. DATE REVISION CENTERVILLE, MASSACHUSETTS JULY 29, 2004 2317