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HomeMy WebLinkAbout0010 SAMANTHA DRIVE - Health . SAMANTHA DRIVE Barnstable t ` A = 340 i 05; : i i Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓` Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ZippliLation for Misposal 6pstem Construttion Permit Application for a Permit to Construct(✓Repair( ) Upgrade( ) Abandon( ) vomplete System E:1 Individual Components Location Address or Lpt No.(() SoMc,-j C, �/^ Owner's Name,Address,and Tel.No. C U roc,.cl u I V L•vC-.k((_000C7 C©r Assessor's Map/Parcel 3 4 cl •- 0 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size 3,��� sq.ft. Garbage Grinder( ) Other Type of Building 5�j C% No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3(f) gpd Design flow provided 3 e-t`i gpd Plan Date ' , 1 -P O N S Number of sheets 1 Revision Date Title Size of Septic Tank l �j( Wbnq Type of S.A.S. a r A &5 — tcl Description of Soil Nature of Repairs or Alterations(Answer when applicable) t 0 S k4,`\ t 15 007 CAC060 CA-1,3 d r�j Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. cl Signed Date 7Y Application Approved by c' Date Application Disapproved by Date for the following reasons Permit No. Date Issued A r *°n F No;.'` VI CJ Fee i g THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:,'✓' PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS s t 3pplitatlon for Vsposal ,*pstem Construction Vermit Application for a Permit to Construct(Repair( ) Upgrade( ) Abandon( ) ®'Complete System ,i❑Individual Components r, LocationAddess or t-Nor' SoMc� C l3/`^M�,. ,v�' t(O a`nC1 �r Owner's Name Address,and Tel.No. � i L-odc uD©oa C©r P Assessor's Map/Parcel 3 L-(cl _ O Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. I�OSIC,T PL 1)ro"Vr I r 4c. `00 Uj(Q cc.pe t P,3C c� ,N S Type of Building: Dwelling No.of Bedrooms Lot Size 3,Si90 sq.ft. Garbage Grinder( ) Other Type of Building C� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) -3'3C_D gpd Design flow provided 3'-1't gpd Plan Date 7 ' I - a G S Number of sheets 1 Revision Date Title Size of Septic Tank �j wl mn Type of S.A.S. ' x 7� - oZ lea cu((C Description of Soil �G Nature of Repairs or Alterations(Answer when applicable) l tD '-SC4`� 1 SCE© Gc 1)Opj A G✓, X �� d t C P IN V ,. Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in r accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date -G Application Approved by �, ,Date s 4'14�1 Application Disapproved by Date for the following reasons Permit No. Date Issued -------------------------------------------- ---------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS - " Certificate,of Compliance THIS IS TO CERTIFY,that the On-site SewageDisposal system Constructed( ) Repaired(!�Upgraded( ) Abandoned( )b C�C 'S /4 - T7 FC2W nJ !V Q at (0 rjC;�..\. ( MGa (, [� has beer,constructed'f in accordance !/ / with the provisions of Title 5 and the for Disposal System Construction Permit No. �-0 dated Installer, I jyc��.S A !' ccC "-j TN(c - Designer ('�� i 1 ,�,� C� � �' #bedrooms `� Approved design flow 0 gpd The issuance of this permit shall not be construed as a guarantee that the system will furl as ned.desig j Date i Inspector {i / /t Y�` No. �_o [D Fee C)m . •''" THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposai �pstrmGonstrurtion 3permit Permission is hereby granted to Construct( ) Repair( Upgrade( •,) Abandon( ) System located at 10 S C�, l CN 'r"G �( � o M M C rw 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:Constniction m st be completed within three years of the date of this pc,-•mit. Date Approved b.' t' I ` TOWN OF BARNSTABLE LOCATION Q0 $ SEWAGE#o20/6—f0 VILLA%h✓VA N e ASSESSOR'S MAP&PARCEL 34q—10C INSTALLER'S NAME&PHONE NO-, �[ ! —V-1 G., SEPTIC TANK CAPACITY I SCX—) LEACHING FACILITY: (type) (A-CJ0 81 (size) 1 a,k33 X,d S 9--- NO.OF BEDROOMS OWNER PERMIT DATE: 1V 1�1 /6 COMPLIANCE DATE: / j —/77 Separation Distance Between the: N W Ct..'H-1e.f Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet J g Y (� �f r� Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED B � C 'a ei i I z Y V ELI CA . -.0 (r) IJ 177 Town of Barnstable �,►,E, o Regulatory Services * Thomas F. Geiler,Director * BARNsrAat E t � M� �e� Public Health Division '°rEo3�a Thomas Mclean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: a Sewage Permit# i�o`G -100 Assessor's Map\ParcelA/ Designer: lowv,_ Installer: �ok4 g6✓y w v-, --� Address: 9A,t �` Address: d< Ya,rmus On Ou/r1—Le tifaas issued a permit to install a (date) V (installer) septic system at /0 ;cJ �1Gt M ,,�''QCh� �rl i(k based on a design drawn by \ r (address) �l!a V\( �.{ ` a 1k Pam_- dated designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. � �ZN OF dlgss� . c DANIELA: ti�N OJALA staller's Signature) CIVIL N No.46502 3 f 17 SS/ONAL LNG esigner's Signatur ) (Affix Designers Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC 1�EALTH 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 3-26-04.doc 0— Commonwealth of Massachusettso��s City/Town of Barnstable Percolation Test 1'�-��3 t�g_ Form 12 Percolation test results must be submitted with the Soil Suitability Assessment for On site Sewage Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with the local Board of Health to determine the form they use. Important: A. site Information When filling out t ` forms on the use Code Realty, LLC, 52 Shi 's Eagle Lane Osterville, MA 02 555 only the tab key Owner Name to move your t � Samantha Drive cursor-do not ! Street Address or Lot# use the return MA 02637 key. (Cummaguid) Barnstable Cityrrown State Zip Code John Hutchins _ Contact Person(if different from )wner} Telephone Number B. Test Results ®aft-y►., � /d of !/' Dat Time Date Time Observation Hole# 3./ 1' Depth of Perc Start Pre-Soak End Pre-Soak f Time at 12" Time at 9" Time at 6" Time (9 -6 ) r 1fh;A;1VIM/) Rate (Min./Inch) E <� Test Passed: ® Test Passed: Test Failed: ❑ Test Failed' ❑ David D. Flaherty Jr., R.S. Test Performed By: n ^i Don Desmarais, R.S. i Witnessed By: r.. Comments: � T Perc Test•Page 1 of 1 t5form12.doc•06/03 Commonwealth of Massachusetts City/Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal f DEP has provided this form for use by on-site professionals and local Boards of Health. Other forms may be used, but the information must be substantially the same as provided here. Before using this form, check with your local Board of Health to determine the form they use. A. Facility Information 1. Facility Information / c DS�d`f6/ R f- [� 12 Owner Name :5ff M-d�� u - /$'N �ifiil/f Map/Lot Street Addr mm /ti City/Town k- —° State Zip Code B. Site Information 1. (Check one) New Construction Upgrade ❑ Repairq❑ 2 ' Published Soil Survey available? Yes No If es: / 3 'zs�m ' PVC u ❑ Y Y Year Published Publication Scale Soil Map Unit _ Soil Name Soil limitations 3. Surficial available? Yes Report Geological No ❑ If yes: 1 • 100) 00 O �► 9 P �- Published Publication Scale f Map Unit ���G✓��" r l�� �GyVS�� n _ Geologic Material Landform 4. Flood Rate Insurance Map: Above the 500 year flood boundary? Yes C. No ❑ Within the 100 year flood boundary? Yes ❑ No Within the 500 year flood boundary? Yes ❑ No P Within a Velocity Zone? Yes ❑ No 5. Wetland Area: National Wetland Inventory Map Map Unit Name Wetlands Conservancy Program Map Map Unit Name DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal•Page 1 of 7 Commonwealth of Massachusetts - GWTown of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal 9 D. Determination of High Groundwater Elevation 1. Method used: ❑ Depth observed standing water in observation hole A. B. inches inches ❑ Depth weeping from side of observation hole A. B. i 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 No6❑ / b. If yes, at what depth was it observed? Upper boundary: Lower boundary: l �tCJ ` y inches inches . t F. Certification I certify that I am currently approved by the Department of Environmental Protection pursuant to 310 CMR 15.017 to conduct soil evaluations and that the above analysis has been performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. 1 further certify that the results my soil;pation-asVijodicated he attached Soil Evalua ion Form, are accurate and in accordance with 310 CMR 15.100 through 15.107. u Si ture of Soil Ev luator Date Al JV1 l� 2 a -� Ty or Printed Name of Soil Evaluator 'Date of oil Ev uator Exam I ,,, QE ,�.�s Td�nl r8 /s Name of Board of Health Witness Board of Health Note: In accordance with 310 CMR 15.018(2)this form must be submitted to the approving authority within 60 days of the date of field testing, and to the designer and the property owner with Percolation Test Form 12. DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal-Page 6 of 7 Commonwealth of Massachusetts — QtyrTown of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal DEP has provided this form for use by on-site professionals and local Boards of Health. Other forms may be used, but the information must be substantially the same as provided here. Before using this form, check with your local Board of Health to determine the form they use. A. Facility Information t 1. Facility Information 52 So� &L Owner Name Map/Lot Lbj-# Street Address Citylrown State Zip Code B. Site Information 1. (Check one) New Construction Upgrade `❑ Repair ❑ � . 2� � c 2. Published Soil.Survey available? Yes Pq No ElIf yes: Year Published Publication Scale Soil Map Unit Soil ame Soillimdations / s 3. Surficial Geological Report available? Yes �9 No El If y Y r Published Publication Scale Map Unit i T f S Geologic Material Landform 4. Flood Rate Insurance Map: Above the,500 year flood boundary? Yes No ❑ Within the 100 year flood boundary? Yes ❑ No Within the 500 year flood boundary? Yes ❑ No 2!p Within a Velocity Zone? Yes ❑ No, 5. Wetland Area: National Wetland Inventory Map Map Unit Name Wetlands Conservancy Program Map Map Unit Name _ DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal.Page 1 of 7 Commonwealth of Massachusetts. G4yffown of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal i D. Determination of High Groundwater Elevation 1. Method used: ❑ Depth observed standing water in observation hole A. B. 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 naturail occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Yes 4- No❑ b. If yes, at what depth was it observed? Upper boundary: J Lower'boundary: ✓ " _ inches inches F. Certification I certify that I am currently approved by the Department of Environmental Protection pursuant to 310 CMR 1'5.017 to conduct soil evaluations and that the above analysis h been perfor ed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. 1 further certify that the resu f my oil lu ,a ndicate 'n the attached Soil Eva[ tion Form, are accurate and in accordance with 310 CMR 15.100 through 15.107. �� Q nature�lof S ' valu r Date y yped or Printed Name of Soil Evaluator "Date of oil Ev luator Exam Name of Board of Health Witness Board of Health Note: In accordance with 310 CMR 15.018(2)this form must be submitted to the approving authority within 60 days of the date of field testing, and to the designer and the property owner with Percolation Test Form 12. DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal• Page 6 of 7 Commonwealth of Massachusetts Qtyffown of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal r Use this sheet for field diagrams: F DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal• Page 7 of 7 TH \TH_z \ \ `I / —70 I8g \ \ cp J -4 T 3 , I \ I I —— a F P BEN BARK: MA NAIL tET w pp NOTE: T 7 TO Area�43,97 'EL ION = 79. 1 1 i CP p HOUSE UTTERS AN DRIVE W Y DRAIN o — r \ \ \ \ \ \ CONNE TED TO \ \8 DRYWE LS. tv PROPOSED�R�O ION \CONY OL: I t° 1 lid FENCE & Y BALES \ TH3 / PROPOSED P CE 4JNTIL\ TH1 LEA RING PIT \ `^ 74 STABILI TYP`l DRAINAGE C \ \ 9p IL I / / / EASEMENTS,, TYF ) LEACH G THEI \\ o CL R I TYP I 40 741 14 .09' 4 ( )743 2Q. ;LOPE 1 \ \ 739 44.7 ice•, CLE IMIT C ARJjM1T CLEARLIMIFH5 \ _ �_ r 74 �EMEN11 \ �` AR_LI • '• , l� — —C R IT 744 NSEM - / -1 761 9•. '02 0 L�LIMIT \ 8053/ / 7 95 +753 1 + .89 I4ua 1� +, 27 / 1 OFF OF - 11'OFF 1' FF /-- 11'OFF� 11'OFF -------- - ------- ----\ - - ------- - ---- -- Jill F. o / 69 0 CL W 0 'L IANT ,L N W1DE MIN BoftA C69L_�R OW IV 7 I 3t50iCL RO / ^ / \ Y / pYi- 1 / 1 .1 S 4 m Ckk�A ,1'OFTLEAR_LIMIT 4+ 0 • p • 7g �, MIT \ 266�"" ` :os7 70 -, �" 15 44. f .i10 714 \ PROPOSED-2•0' — S C 7 \ CLN IM1T bLEA// U ■ • 40 LEAR,.,LIMI \ LEA _1IMI } WI I]E PAVEMENT \ \ (18 + BERMS' CLEAR_LIMIj ui \ \ 1 1 0 ) ' N 1s , 1 \ \ CROWN 24% / „o z1 \ \ / �`0 0— L DRAINA o \ „ n x \ 1 0 �1 1 o LE.41a IT RS m EASEMENT / ti \ H��fi 723 \ / / 1 & EL R Tbr ANT/ 9 �83 F CLEAR_IMAIT \ I ,�, \ 71� 722 7 �; \\ \\ 1 TAP E�CISTINO' 8" 1 o I I CL AR�IIMyrO.00 } 1 CLEAR�IMI \ \ I / 8"'X8 ' &G SLOPE \\ / ` I, /ASEME + of / NT I \ \ � y 1 _Area-4 7 �„sm R MIT i cd BENCHMARK: TOP OF CONC. BOUND zs ' / ELEV. = 89.47 _BO— �AR_LIMIT — ,.— / T ��i����_. - - - - - - - -477�-' —I—I- - � — \ - - - - - '�' I 1 I \ �\ 1 I I \ MOTE: CONTRACTOR TO 41. 1 1 OVIDE A SPEED HUMP & SN (1I HAIVIC,'TFAOLANE AS SHOW Commonwealth of Massachusetts GAWTown of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal 6. Current Water Resource Conditions (USGS) Range: Above Normal Normal ❑ Below Normal ❑ MonthNear 7. Other references reviewed: i C. On-Site Review (minimum of two holes required at every proposed primary and reserved disposal area) Deep Observation Hole Number: 00 - C Datef I Time Weather 1. Location /� Ground Elevation at Surface of Hole 3 f A] G-V 0 Location (Identify on Plan ) � • , 2. Land Use: Wmw Leq-� 0 170 i J — (e.g.woodland,agricultural field,vacant lot,etc.) Surface Stones Slope(%) oT �T Vegetation Landform Position on landscape(attach sheet) 3. Distances from: Open Water Body l / vv Drainage Way Possible Wet Area i i e t fe%0- feelL -- Property Line— f� f Drinking Water Well Other �Z� j::? + /¢-ivy ✓64C.• S 't & feet feet Y 4. Parent Material: [o �u �J �,[�f1' Unsuitable Materials Present: Yes ❑ NoJK 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. 501 1 'r DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal•Page 2 of 7 16 Commonwealth of Massachusetts 6ityFfown of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal inches elevation Deep Observation Hole Num ber Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Structure Soil Horizon/ Color-Moist (mottles) Texture %by Volume Consistence Other Depth Layer (Munsell) (USDA) (Moist) (In.) - Depth Color Percent Gravel Cobbles &Stones ---------------- 0 - 3 � o z Additional Notes DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal•Page 3 of 7 Commonwealth of Massachusetts / GAy Town of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal i C. On-Site Review (Cont.) Deep Observation Hole Number: _ D to Time eather. . x, 1. Location r - fi Ground Elevation at Surface of Hole Location (Identify on Plan ) a 2. Land Use: (e.g.woodland,agricultural field,vacant lot,etc.) Surface Stones Slope(%) Vegetation Landform _ Y Position on landscape(attach sheet) f 3. Distances from: Open Water Body Drainage Way �' Possible Wet Area,`/ aV fpet A fe et Property Line Drinking Water Well'5/ t Other- > ,�9 ee feet S 2d1-v*z 4. Parent Material: Crl `''r iL A Unsuitable Materials,Present: RYesi❑ No If Yes: . Disturbed Soil❑ Fill Material❑ Impervious Layer(s)❑ " Weathered/Fractured,Rock❑, gedrock❑ t 5. Groundwater Observed: Yes ❑ No If Yes: Depth Weeping from Pit Depth Standing Water in Hole � r - Estimated Depth to High Groundwater: inches elevation DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal•Page 4 of 7 Commonwealth of Massachusetts GWTown of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal r` Deep Observati on Hole Number: Soil Soil Matrix: Redoximorphic Features Soil Coarse Fragments Soil Soil Horizon/ Color-Moist (mottles) Texture %by Volume Structure Consistence Other (USDA) (Moist) Depth Layer (Munsell) Gravel Cobbles (In.) Depth Color Percent g,Stones s� Ci Z 3 S Additional Notes L DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal• Page 5 of 7 Commonwealth of Massachusetts Gityffown of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal e: Above Normal Normal El Below Normal ❑ 6. Current Water Resource Conditions (USG S) (Jlu�i Ran 9 MonthNear 7. Other references reviewed: v��C. On-Site Review '(minimum of two holes required at every proposed primary and reserved disposal area) _&-—C&O(y Deep Observation Hole Number: Time eather Date 1. Location Ground Elevation at Surface of Hole Location (Identify on Plan ) 2. Land Use: L'li" Surface Stones Slope(%) .woodland a riculturaf fie vacant lot,etc.) - e. 9 ( 9 SV k w�t 1 C-6'r '" � � Position on landscape(attach sheet) _ Vegetation '54-IS4-er6_5 Landform Drainage Way Possible Wet Area�/— , _ 3. Distances from: Open Water Body f� 9 y fe rfeet t S� g eta ► , �` J� Other Property Line-39 — Dunking Water Well _� 2 feet feet or ,J6&- 4. Parent Material: 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: fi DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal- Page 2 of 7 � l Commonwealth of Massachusetts ' G#y[Town of Barnstable 19011 Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal inches elevation 1 -' Deep Observation Hole Number: r Soil Soil Soil Matrix: Redoximorphic Features Soil Coarse rse Fragments Soil Structure Consistence Other mottles Texture /o by Volume (Moist) Horizon/ Color-Moist (mottles) (USDA) Depth Layer, (Munsell) (In.) Depth Color Percent Gravel Cobbles 8 Stones 10 a-S o i , 1 � � �3 '9WIq l0r 6 g 3 �yyC FM 6 Additional Notes E DEP Form 11 Soil Suitability Assessment for On-Site Sewage disposal• Page 3 of 7 � l Commonwealth of Massachusetts -- G+ty/fown of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal I C. On-Site Review (Cont.) Deep Observation Hole Number: Date Time ! Weather 1. Location; Ground Elevation at Surface of Hole-_ L�-- vu6Uo Location (Identify on Plan ) 2. Land Use: Surface Stones Slope(%) (e.g.woodland,agricultural field,vacant lot,etc.) t u'7V'— Landform Position on landscape(attach sheet) egeation w0 f' 3. Distances from: Open Water Body=-6-� Drainage Way feet Possible Wet Area/feed Property Line Drinking Water Well Other feet feet CJ �Qirj— 4. Parent Material: �r (�-�'�,� T"l� Unsuitable Materials Present: Yes ❑ No If Yes: Disturbed Soil[] Fill Material❑ Impervious Layer(s)❑ Weathered/Fractured Rock❑ Bedrock❑ f 5. Groundwater Observed: Yes ❑ No Pi- If Yes: Depth Weeping from Pit ` Depth Standing Water in Hole Estimated Depth to High Groundwater: S� inches elevation DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal• Page 4 of 7 � f Commonwealth of Massachusetts mown of Barnstable Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal Deep Observation Hole Number: i ts Soil Soil Soil Soil Matrix: Redoximorphic Features Texture Coarse by Volume Structure Consistence Other Horizon/ Color-Moist (mottles) (Moist) Depth Lay (Munsell) (USDA) (In.) Depth Color Percent Gravel Cobbles &Stones 0 r,S 0 RCS f ts-6 C Ms r Additional Notes DEP Form 11 Soil Suitability Assessment for On-Site Sewage Disposal- Page 5 of 7 I Town of Barnstable. pit 1 a of� Department-of Regulatory Services Public Healf h Division Date Dh, 200 Main Street,Hyannis MA 02601 QED AA1x� i, y ' �, � _• .y I. � • Date Scheduled ? ®` ` ' !Time _ Fee Pd_ Foal Suitability Assessment for Sewage Dis osar Performed By: Witnessed By:C\\ LOCATION&GENERAL INFORMATION LGc Location Address J 01 1 ; Owner's Name �� ` 1•�Y Q Address Assessor's Ma () l I tv.5 Engineer's Name , fi Gi'.r _ Pam: 3 NEW CONSTRUItn0N REPAIR Telephone# (gyp 2 O Surface Stones y Land Use Slopes(%) - / /)_ I�ft Drinking Water Welt �(" -ft ' Distances from: Open Water Body v ft Passible Wet Area Drainage Way ft Property Line. Y ft Other` fr i SKETCH:($trees name,dimensious'of lot,exact locations of test holes&perc tests,locate wetlands in proxitnity to boles) 8 I -3 `. f_/ • i I t c_.- _ I r7i' r # I `o _ ni w I .� r-• i ' W`1 Depth to Bedrock ` Parent material(gatlogic) Depth to Groundwakar. Standing Water in Hole:'— Weeping from Pit Pace Estimated Seasonal High Groundwater i DtTER1VIIly TION FOR SEASONAL HIGH WAmER TALE Method Used: Depth C14erved standing,=obs.hole:, In. Depth t0 sdl)Illetde8: Depth toiweeping from side of obs.hole: ! its, Groundwater AdJutlttnont R ^ ! ! Act.faetor.,�.._.--.- Adj. index Well# Reading Date Index Well level., a,..e. I PERCOLATION TEST Drate '- Observation � ( Tune at W, ,._.,1(L_.. ....— Hole# Depth of Pere 0 •J_ i �� Time at 6" ......--i—�"�� (D Start Pre-soak Time.@ . Time{9i-0) _JjO4�� End Pre-soak Rate MinJInch ` Site Suitability Assessment: Site Passed _ Site Failed Additional Testing Needed(YIN). Original .Public Hel<Ith Division Observation Hole Data To Be Completed on Back' ***If percolation,test is to be conducted within 100'of wed d,'you must first notify the Barnstable C44servation Division at least one(1)weck 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) p — 3 D , S PO �S rs o DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. el LS rS, PO L D ,s 3- DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Cons istencv.%Oravell D AJ° CFMS Z d. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color 9011 Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Cons'stency,%Gmyell d L � Z . / Flood Insurance Rate Man: r Above 500 year flood boundary No_ Yes Within 500 year boundary No 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 ail areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring per ous material? .._.. Certification I certify that on d L(date)I have passed the soil evaluator examination approved by the Department of Enviro me 1 Protection and that the above analysis was performed by me consistent with the required traini ,expertise a ex ien described in 3.10 CUR 15.017. Date Signature �1 Q.-\SEFnM?ERCFORM.DOC I` R3117.1 Width StalTways:shall not be less than.36 inches R311 7 Z I{eatlroam:I he miNmum headr°om in all parts of (914 nun)in clear width atad points al]m%ethe perTMltted tiand- the staimaay shall n°t be less than 6'feet 8 inches(2632 min) WINDOW SCH DULe tail height andbelowtheiegnitedheadroomtrelghL_Haalitails. measured veitically fmm the slopeii Sne a�Dining the tread _.nioke alarms shall he Installed In the:fol- P ) nosing or from the floor surface of the landing or;platferm on t',to e�h stef r mr is u 2109R. 1 c O s os D G 1 " B EGRESS of Olenstairw ami tf� mum clear v 3dth o)the staimva i at that p°riion`off the stabway;* ?pis ,01 20305C 2 2030SC 2 36 24 2 361 2 ` •' y.,: W03 2040SC 2 2 2040SC 24" 48" 24 1/2"X48 1/2" and:belaw'the.handtall height InCiuding'.,trEads,alid,�amifli�+5, Ex lion::Where the nosin S 6f treads at'the Slde,Of p% 2'.Outside each separate Sleeping area 9n'the imnie'dLite " " " " shall not be less,than 3i i/E Inches(787 mil where a haridrall is g vicinity of the bedmins.' ` W06 28490H 1 2 2849DH 32" 57" 32 1/2"X57 t/2" flight extend Drider wile Edge Of a 1lDOf openln tfuou - i°siallLd on onesideand27.filches(G98mm)vrherehandraiis'. g 3.On:eacbaddidonalsmryoftheduadtrrsii1g11Rling(nzse=- wo a o44 Ma;= 4 044 B^ " a " / " wkdch the'stair passes lire floor opening sbail be alltnved to; WOB 41055MU 2 41055 58" 65" 581/2"X651/2" ate.Provided an hot}Sid_es: .:protect ttotiZOnlally t«iD thei'eilttlred hFadtoO[R.a�ma%1mD[it '?f�r6asM habitable a[D[s but not includlr>QgG[awi spaces. W09 649MU 1 2' 5649 66" 5 661/ 571/2" y. antl uninhabitable afffm InibrLU rgs or;rMbta. tmtts; W10 6040TC 1 1 6040TC 72" 4B" 721/2"X48I/2" - :of4 J4 In cis(121:mm):^: .with splil'levels'and without an intervening door' W 1 1 9055M U 1 9055 108" 65" 108 t/2"X65 1/ " between the-adjami t levetti,a smoke alaint insf filled tin. W 12 CUSTOM 2 1 2055DH 24"- 65" 24 3/4"X65 3/4" - the upper Ie4el_shatl wfhm for the adIawnf tower levelIVV : 3 CUSTOM 4 1 2B5 DH 32" 6 323/4"X6 3/4" - W 1 4 CUSTOM 1 2 2855DH 32" 65" : 32 3/4"X65 3/4" .b'[' 'ed that the lower level IS less fhan;one full S�uy' ..below the'upper IeveL; . When mare Irian one smoke atagn Is reyui[ed in lie installed wAin.-an Indlvtduai''r trz:Urag unitthe alarm Ices shA,Ge'. Intemdn6kied I.'sueha manner that the actuatiaxdpf�te alaim� . - w10 acihate all ofthe alarms'tn.11iehrdlviduallmiL' -.. 66'-O" - R315.1 Catbdn Lnoiiol[Ide alarm,"For Irew'conshuNnri:.aii, I'-O' 14'-O' :. 14'-O' .- : _ :3T-0' - appm%vdcarbon monoxide aiarni'shall be installed outside I - each separate sleeping area In the<Immedlate vlciNry of thei . bedrooms in d[4r0,1gr un/cswllhiDwhich fuet-frier!a/7pltatrces 8'-4' 5'-8' T-O' T-O' 2'-10' I'-8' - 8'-O' II'-G' are installed and in dwelling mtts thathave attathed,garages it O — - 80 IIMU. 13 13 MIRI6Ut9 UinFORFAY DISTRIBUTED LIVE'LOADS it - ".':fmpounas per sgwm toot) :..: USE. -'.:. WIFE LOAD' Attics withma.stniag =.to AcPSiRa�aIEoagaaatrGn vsopSMhtmahssnmopmsw®tzrn sta:a4o�alm i2Utmwh ido taF eo1IsmidaiasMo_ee,ro ttpr l ruie�caaiml.dat l s pce ttyert snm antr mMadiia@aliadul<2s kahnsmpag c LIUw1 "o t awhalei(n 1pbet!ry os a 3oaMosbsg s a�to`msyh qmswytrf°eahl.rh>su2a o�mnt.Mea a»;uamusfo-'t.iO:gdeeil:.if,ci.4]'waprfl2as hol''avn iaIbetnohho brvaai.l°a da cxiea=e ramMt°dc ms i�aw1oedvlamm>>p-ua ieo,m gaa]ug4b�.ary7r�ma.l ee9oa°dpzQslhkdi:iiat'ra:W NfiwtLut�mpiel eoal4�lt'lfsptr�aspca.pm[\asa RlmdipaMd>samda?rig r'aou1ouoaHyma�e[d dPatcsh2e h'�sS4o.be243 2Nmie3a0,ty i r¢ 1s,L0 20'-2° 3mrh:snami 440 4 000PWA l' " 0 KITCHEN DI=GT vE�T n2F7 nc Csanhaln std haaanifisd ;aLIVING MASTER BDRM — C6L G N Stabs' °.M � lg.upn,iachmi8-xll6g-�sl- aem 4 I/2 wall nmhcim5Gtldm mmlt- �pW e fbaaerns,.lhtae:c'G 7��l 4 O r'® fl MUDROT "LSEASS m Q dtarksffitatM st 30 '4 thsntdaherunta@p damlmatMi. dn.afAm@2 [ar� tl� aRew rV @n,l6eest®6 O 1/4' ll - 4'-5 1/4' 4'-10 I/2' O 50pmlads®uam aegtaili 1 gltafefml.lNsload steed oolheassuosedai: t "a m[y uvhaoy Nhe IrvE lWdte41t1 rtrlvt - ,TOM, _to ' 3068 @ Far at vs1th 11"Wil slnfagp and tsmut¢1M whh oasses:'Iha it-load > v. - 18'-G' UNDRY nandna ,tleamuymdarvepnnl is nflt�mtm d1nN calms°We are 1 O txom—.dJ ent utt-, ah thew ne iwits canBDadios wpabta of m OFFICE j 1;mar*imiibcsZwatmiry2WnivhEe gra?t ,: 6 .. lt).:"ehhMfhepiare_afthn truss Tbe,ec"Im,shall @M thntop such -fda h-deebamdgehmmmafaayaMamessmmilns:iravhkbtria' tilrI Tubs tssibwusg rrtteata a met. - 9'-3e02'-d lTceanes3mauarrnsmlelya wlldmvnswswaym(rameaafizttigj � 00 matcmd]»awnh5ecm R@07.1. asrzaa �. Q v9 0 O 2Tbeuuss lras 6nihm rlmdptlrh lmn rim 212- ... Q m , _:.. ,...: :,.. __ 3 RCsaredl�dauoodmyNbleaumthehokaml3�mdm mberdxpR. Thu h w t�mrds r traces aNng 1M atoms p Wr limited im- -srxrtx•m.crsvwrr.ostwcwn 0 3 66 I W S Wnl 1 e tr.�e shdlM dzstipred rm fffi igs•.msr Ithe:acuol tmpmetidmdioml to a nw w min aaa — 2 CAR O T a—ihi ) m"n°wm ama'la t i bem ° Q n GARAGE 00 V.wamms wroe muemt.omt Rmi ad h�m@u nmpo< m.a mo a s,amm _ LI �q w s an runs°laud S uu.ibbo deterwtsotl 1 ulepe mein f to assu mr a tl aRrme,em ynm,,,� s.aemonaomaa[asms SfEF/REFATING NOTES - ," art . sasamma., .. ... _ loads aie"ass down'« Islas✓?!'aW av-laatt, >nwro I I I I I �tua�w�.cw,m I I I 'v I I I I d. I os PROPOSED ADDITION/ RENOVATIONS tasu»c°oinaeurtlrs � . ----- --- f0 KEWOO12 BX JILDERS IN 9 so 9 SO - - 1 SAMANTHA DRIVE,BARNSTABLE,NIA 110. 2'-3'- 4'-3° 10'-71 5'=9' 4'-0' 3'-6' 7-10' 71-10' .. KQNQ +.�.. 24'-0' -22'_10. - " 7'-6' _ 15 8• I �, r • _- .. � esrlsaflnl! C+rrade4e•a,erf/� f '- � - Brrltslirr,~1�esitrrers LIVING AREA 842 UPPER UNION STREET,SUITE 1-b,FRANKLIN,MA 02038 «pe r 2072 SQ FT 5M520-1965-f-505-520.1931 aa,mimc larM 70'_0° All plans rcmmn the proiW4ftbplph1a4h19r/lBs60mes Inc This set ofpicas must con min a rypeJ srtNWtk wnlun the - I d be dch the sine tk o rite reJ for cros[mcaon Thisc run iv v�J far 1(one)lot onW, title block xh,ch muslin •de flhe propo not to d-Plicate cam mt wntm Pam,ssim from Kmesky Associates In Edmte iornztwracE � First Gloor Plan Tmr Plan ir�mmaedm na sdai tZconstrue,m mfonnmion and nnotimended to be asubsamm orssJmrta _ I e @eegmem .d gn aeolc for the Local a Smm Codes and is mlendcd to be mnstmcred by,Professimol f aowang all codes Plans shall he t rc sewed pria[o crosimcoon.eny imm�sismncies.discreponcies,or ambigailicsshAl be rtpated to Konosky Aseociwes Inc.pear to croswccan.Ao dmwmgs o,e diagmmmnti<anJ arc not m be eonsiraed as a set of instructions or be scaled for anco—cmmis. ahe&: ra 5e lara.7],1 matlbn.Elan®. � - j .. •��(Jy. - tlMNAAN IIEAORnnM _ - LLj_l1i\\i .. - .. 3/3/2016 4 4 4 I --- I --- --17`;.7--- ---- ' , i I - — TbI l-m ---.-=------------=------------=-----= Ir I i Ell I N 'Ii 1 GLAT CEILING OVE2 - �I BEDROOM BEDROOM >AULP,'A,<QEA ] BUILT-IN/FIQEPLAGE FLUE PIPE `# I'TABLE R3at:5 NFIIDdLM UILFORNILY OIMMUTEU LNELOADS I 50G8 50G8Qn pmmds per sgmm t0uu.. --=-----WE LOAD 28G ir 20 - w ---N--- — - -----.--------.------.- .a kfabi bie attln utd tffn served 1G68 ro m O '`wl0 fi dsla 30 7-4- -2'-I0' .. N I jn Bak iris estrmw mtddklks .. 40 -O' Fne Lnr �- 40 � c A armts m d ha a�11ad xDIN ' o I ' I \\ ✓/ I \\ i ttodim nd,u th:ot` 'tt>o� -40` \ UNFINISHEOATTIC \ ST"�L Stairs` �4EF I I INSVLATE / I \ I RW51: Ipms�ft sr na trmE-,0-0479kNId lsye'sa 1.h=W5¢ ' tPtmna=4:asft a.atnitmf f1uwPt1IXas.t..n ba ors,,,Ppuft`a 2XIII-jmota applied ovu a 20-spuse Itch area, h AWs nithmn'naiape III hue the maium®clew hdghe hefis,�' �\ / \ . jpLifaMraOerh Nislhan42E oea,m_x4traetb.memttwo rmurcad}:- i I �\ I � I � I --ett«tmeswtmttssatrx.vl,�uytnattirttal�+leatcma_alnfogarisiab:. i I \ I / I \ I �42 tncha hlgphYZfmwlde.w�ea+a,I�aiednvNolhepfaoe.aftM i I � \ I / I \ I In)is f r aHln w1tF tl stw�-IM.INa Imad oreA nN.he a®ttntd m ar1 � � us�memy Wb'.'v4 nlherb.A Apod F tbafi e tsm`fs Idrsal stale sh dssloll be M9gsi N F.the smttarm4 Nvnhded lice ..... Lvdwa3W potmdmocerm�tatl Nada[DngoceranareaoE4sgiwalnclicc � � � �---- � .. '',. .whftlies2 pmd.rnsllc heater stses5es. .. - � m � — �— a`asogle �+Imaapplmam,iyyetrcxtmoatatrylu�ma)nogDtiry v I `� I I :;. — L CuSNm NI ttgr6riams(a0tntnc.?oaln lM6atdill:lial tees Anei,'rmn.b�,am�dtoulthvu denwlmmauyiMb d tnmur I I I i 'w_I?m�narara eq V lsgnrcrooLTnutIM d0tbt nm'*" I I ( I caocivmNly 8 Fnaomr alflmlCs nds hi,lttWvang hvde clomdstw peo wmatma_a tmi nlyDooyt dit-lolmf1h..rmromcwd + e1hataare I two w mwe adJsem htsssrn nvn tlsli,savie veb confl®Halm et{vhfe of I1r - — coNatamHarecfanpJe 42 mt2a btgdwpjemu hy2 @u wMe or grea4s I 1 I * 1� . bxa dw na I y enrtnpp�.rne a (:I u'nl�n�theft i oS'ite hwtosdchoidartlthe6mtnmofzny mtcrIbus,.—hu bus,. -t&d<> aaLofth,15 vMg nfmrtaart.h . t.Tnawraa�isam�mmnysfn�-a n�tgay Ikamlao I I m acinrltaom sntn 5ecvun R60i l I :i The mm Snataaa s};',d pg,�l Ihao LI2 I - I I 1 tte9o4ed tnsril�mnMPdtlalesihan 0 611tmmclimfinemG!i"It. mebtd d-1hort ngmt.tibm�rfi u for EmMstY I I I ayeshall It.3ap dfm the spat the at limp—d deaf kmA ar 10 psftalformrydl9ilh.4Nosxrthe:emf span. '*-... .'..., I I .. . h'CAazing mat N hnriifrall as�mChei.'iM�urtla dull lw devg¢d wllh a .::.. ., .:.: . 'safav(xtw oCiTtm Safety lima 51ia01>e aotaalmeam td Utecmrao- ———— -----_t —_--------- 'I tlaied laMsaPpltedmtM lgs�th rail;ardro OeWdantMtndlllnsmpo- ----- -- tsts tttee 1'dssEcdl M t4vY[itnlsxd lodtymttsot d 4 amthrn:ud - uud naidaoR,a whn agt>0n rpm lmd. - - 24' O° -22'-10' T-6'- 15'-8'- 70 O LIVING AREA 686 SO FT SECOND Floor Plan scale a- PROPOSED ADDITION/ RENOVATIONS LOCKEWOOD Ri I4Ln R4 INC 1 SAMANTFIA DRIVE BARNSTABLE MA / , \ 1'• t� ?. 'r`..._. ..._. ""-Y�BRR�:RR{r'^+.�` dI/I"'kYfl4r - I\ 842 UPPER UNION STREET,SUITE 1-b,FRANRLSN,MA 02038 506-520-1965-fex 505-520-1931 All pl—rcmoin the prollbl YbP1A41df11P9rM4plyes Inc,This set ofpl:: mart<onmin a typed site/IoIN within the 2 title black xbich must It—h the sit",,of the site proposed for con 1roct-This p1.I is valid for 1 and is wt to be duplicnred withwt wrinm pamissim Gom Kmmky A'ssoama Inc. This Plan is intended w®vo gmcral layroee design.@eonstroaim infommtion and isnol intandcd to be o sobstilwe r 1/ for the Locala Slate Codes Ind is tntcnded to he mn dby,p.f..imal[Ilowing ill codes.Plops shill be —° I `(` ieviaved prior to eonstmeoon,ony mmnsishncies,d di or lmgm b� o<s m orte all be dmwmgsl repd io Konosky - �� 1 Asewcintcs lnc pna st ton All g pe Itic and arc norm be corotrucd ere set of {�f, ilrtructmns or 6:sml df ts. 0 .. 3/3/2016 LEGEND TOP FOUND. EL. 81.0' NOTES fe 6q d i e�C` 99 - SYSTEM DESIGN: EXISTING CONTOUR \ 1. DATUM IS NAVD 88 o San s9,t GARBAGE DISPOSER IS NOT ALLOWEDSYSTEM 2. MUNICIPAL WATER IS PROPOSED s SYSTEM PROFILE MARKED WIITH�MAGNETICTAPE o BE �77 3. MINIMUM PIPE PITCH TO BE 1 8" PER FOOT. ° o X EXIST. SPOT ELEV. COMPARABLE MEANS FOR FUTURE LOCATION. l'�` / y 99 PROPOSED CONTOUR EXISTING 3 BEDROOM DWELLING (NOT To SCALE) Dennis ,-' 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS i ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE y 2" PEASTONE OR GEOTEXTILE ` TO BE AASHO H-LQ ono PDIil� �' (98.4� PROPOSED SPOT EL. DESIGN FLOW: 3 BEDROOMS 11O GPD = 330 GPD FILTER FABRIC OVER STONE TH1 USE A 330 GPD DESIGN FLOW ✓ 5. PIPE JOINTS TO BE MADE WATERTIGHT. MINIMUM .75' -�} 0 72•0' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 69.0' -~- Y TEST HOLE �. BLOCKS OR 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH Y PRECAST H-10 NOTE: MIN. WALL THICKNESS 2" 310 CMR 15.000 {TITLE 5.) RISERS ERS (TV.) PRECAST RISERS zz; sLOPE of GROUND SEPTIC TANK: 330 GPO 2 = 660 4"OSCH40 PVC MORTAR ALL INVERT I 65.3' PIPES LEVEL 1ST 2' 4 COMPONENTS 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO UTILITY POLE USE A 1500 GAL. SEPTIC TANK T E �ENDs ( ') SIDES 66.13' BE USED FOR LOT LINE STAKING OR ANY OTHER Locu xit 7 72.0'f* 10" 1500 GAL H-10 14" D0000p000 PURPOSE. FIRE HYDRANT LEACHING: 67.$5' TEE SEPTIC TANK TEE ®�® ®®®® ®®®®_ ®®® >o °g°o° W \67.60' " ° ° ° ° ° o 6 5 + 12.83 2 .74 = 112 GPD 6 MIN. SUMP °°°°°°°° �� �� ®�� o000000o Yarmouth mrt Route SIDES: 2 2 °°°°°°°°°°°° '°°°° o 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. Q J ✓GAS BAFFLE:: ,°°°°°°�°°°� 12" MIN. INT. DIM. °°°°° °° ®® °°°°°°o° o ( ) ( ) o °. N >°o°o°o°o o 0 0 o Campground LIGHT POLE - r. °°° ° ° ®® ®®® ® ®®®®® ®®® °o°o°o° z >°° °°o°° °O °°°°° BOTTOM 25 x 12.83 (.74) 237 GPD ✓ 4' LIQ. LEVEL (ACME OR EQUAL) 65.58 65.41 °°°°°°°° °°° ° ° 63.3 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED y NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING : ..• •^ • �:•....: 4 WITHOUT INSPECTION BY BOARD OF HEALTH AND ^ agog°g°g°g°g°g°g°g °g°g°g°g°g°g°g°goo WATERTEST D'BOX L PERMISSION OBTAINED FROM BOARD OF HEALTH. ' 1 TOTAL: 472 S.F. 349 GPD •.°°,° �°°°"°� °°°°°°°°°° °" °°°° FOR LEVELNESS 3/4'-1-1/2" DOUBLE WASHED STONE 4' MIN. H-10 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL (2) UNITS REQUIRED 6" CRUSHED STONE OR MECHANICAL ALL AROUND PRECAST STRUCTURES 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING PLANTING SCHEDULE USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) OVERALL DIMENSIONS TO ourslDE of STONE: 25.00' X 12.83' DIGSAFE (1-888-344-7233) AND VERIFYING THE WITH 4' STONE ALL AROUND ^ COMPACTION.(15,221 [2]) ^ LOCUS MAP LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES SYMBOL PLANT NAME SIZE QUANT. l'3•4X SLOPE) (22% SLOPE) ( 1 % SLOPE) PRIOR TO COMMENCEMENT OF WORK. NOT TO SCALE SCALE 1"=2000't 0o , LEACHING 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE FOUNDATION- 31' SEPTIC TANK 9' D BOX 13 56.0' BOTTOM TH-4 REMOVED 5 BENEATH AND AROUND THE PROPOSED °�0 ENDLESS SUMMER HYDRANGEA #7 5 FACILITY NO GROUNDWATER FOUND LEACHING FACILITY. ASSESSORS MAP 349 PARCEL 105 �o° HYDRANGEA ENDLESS SUMMER' MA *THE INSTALLER SHALL VERIFY THE MORNING LIGHT MAIDEN GRASS ZONING SUMMARY I _ 5 5 M/SCAN7HUS S. iVORN/NG LIGHT' # APPROVED DATE BOARD OF HEALTH LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY ZONING DISTRICT: RF-1 DISTRICT EARLY PINK RODODENDRON 30-36" 3 PORTION OF SEPTIC SYSTEM RODODENDRON SCIN77LA770N' MIN. LOT SIZE 43,560 S.F. MIN. LOT FRONTAGE 20' MIN. LOT 125' ` TEST HOLE LOGS MIN. FRO TIDTH SETBACK 30' MIN. SIDE SETBACK 15' ENGINEER: DAVID D. FLAHERTY JR. MIN. REAR SETBACK 15' o MAX. BUILDING HEIGHT 30' WITNESS: DON DESMARAIS ' SITE IS LOCATED WITHIN GROUNDWATER / DATE: 7/10/2006 PROTECTION OVERLAY DISTRICT CD PERC. RATE _ < 7 MIN/INCH / CLASS I SOILS P# 11343 � ELEV. � ELEV. � ELEV. � ELEV. p v 70 p V' 69 p `V 70 p,> - -�----� DRAINAGE / � 3 EASEMENT �/ AS 3" 0 4" 0 5" 0 5" 0 E A/E A/E A/E A/E O E E LS LS LS LS 0 EM E E E E E E E E E E C~ E E E E 5 6" 10YR 5/1 7» 10YR 5/1 8» 10YR 5/1 8" 10YR 5/1 p�--- E C B B B B �O E w BENCHMARK: ( 50' � WIDE) LS LS LS LS CBDH ELEVATION 10YR 5 6 10YR 5 6 10YR 6 6 , . 10YR 5 6 �/ rkSAM =79.3 NAVD88 m 49" /. 66 . 33" / 66.2' 3611 / 67 40" / 65.7' . THA R1 E • PERC C 1 W W W W W W W W W W W G G G G �GG G G G G G G G - o W S C C C PERC LS w -� E w h Y w ::E LS LS FMS 126" 58 5' 2.5Y 6 3 2.5Y 6/3 . C2 25Y 64 / / FM S w--� '� : v 150" 144 i _.::��.. 3] 57.5' 132" 58' " 58' 156" 2.5Y 6/4 W W�- 56' NO-FILL NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED � ', A NAGE ` I;;. [80• ; 8� AN Sg 6 1 '� o A ,r` n1tE 70 ORCH G AGE S 79.5] �' c v SE N PROPOS 1 m Cp QWEL TOF 8 1.0 79 6 ' LOT IT I T L E 5 1 T E P L A N ' 46, 57 q. Ft. ` �` o -�� 0 9• OF o, EC o C q,4� �° � m y � gJ [ ] SCALE `' ��QJ � N) 78.55 � [ _ . #10 SAMANTHA DRIVE �a ,.. [79 G1 ' 88 CUMMAQUID, MA PREPARED FOR EDMUND POLL BA STA LE, TO OF ( UN� 36 MAIN S 66 DATE: J U LY 21 , 2015 YANNIS, MA 02 O1 1 n r- IV� -t CUMMA QUID HEIGHTS 11 RESIDENT ASSOCIA TION l C. Scale:1"= 20' Y T477 A/N AMTH OF Mqs�" � N OF MPORT, MA 02675 � yZNOFMc � �Of MA S t a ya ti i 0 10 20 30 40 50 FEET A. I OJALA a OJALA CIVIL OJALA A. � 1 " CIVILs , OJ,�>yA „ Q No.40980 -v / off 508-362-4541�No.46502� P yNo.465020 40>t`0 /� fax 508-362-9880 STE F� .� R S, STE N �� !\ D P3_5 O^ F(,/ Ft� �G/ R'r 4i F�SS�O Ct v s c s as �� �,` 1 �� � p s OVAL E SURV . downcape.com down cdpe engIneenag, lac. civil engineers land surveyors 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 DICE ## 15- 177 r XXXXX.DWG