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HomeMy WebLinkAbout0139 WOODSIDE ROAD - Health 139 Woodside,Road: Marstons;Mills A = 127 .028 ;1 ` TOWN OF BARNSTABLE 1� LOC�'O'N (�E'>01D�� - or(, SEWAGE # elr ni G 1 VII.LAG ASSE OR'S MAP & LOT �� '6 R INSTALLER'S NAME& PHONE NO. Ay r SEPTIC TANK CAPACITY �� LEACHING FACILITY: (type) 1 � (size) r NO.OF BEDROOMS /f BUILDER OR OWNER S iT PERMIT DATE: COMPLIANCE DATE: . 6 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 facility) Feet Furnished by— 6 � L 'i No. D2" 7 - _ FEE 'COMMONWEALTH Of MASS�CIJUSETTS C, t ef,Z� Board of Health, 2rlm� , MA. APPLICATION FOP DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct( ) Repair)<Upgrade O Abandon O - El,Complete System individual Components Location Owner's Name Map/Parcel# Address 6 Lot# Telephone# Installer's Name S Designer's Name � © , Address _ Address C� Telephone# Telephone# Type of Building 2�1��^� Lot Size 401 sq.ft. Dwelling-No.of Bedrooms Ft:&u (—ZA' Garbage grinder(*,/IQ Other-Type of Building ncr G No.of persons o2 Showers Cafeteria (c)o' Other Fixtures Lc ,3C . c al c51d1 k' , �'_� Design Flow (min.required) gpd Calculated design flower Design flow provided 4� gpd Plan: Date � kqkC�X Number of sheets I Revision Date —" Title 11 '50ossF:-Scc9-- Description of Soil(s) Soil Evaluator Form No. ICI Name of Soil Evaluator Date of Evaluation _ t DESCRIPTION OF REPAIRS OR ALTERATIONS ,Inc C ' L.C� c� 7p� DESIGNING ENGINEER MUST SUPERVISE AND CERTIFY IN WRITING ACCORDA' CE TO PLAN. The and rsigned agrees to install a above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further a ee o t to place th t in operaqpxPtditil a Certificate of Compliance has been issued by the Board of Health. Signed Date Inspections No. (]A 5 / �. .1:, •�..��s ,, f-- °"� _..,� FEE Board of Health, c^s��-�F C�,��1E' MA. APPLICATION FOP, DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct( ) Repair>< Upgrade( ) Abandon( );- ❑Complete System Individual Components Location �2AwcnA ;c\e c.A M.m k, Owner's Name • Q v Map/Parcel# d�U Address 7 �/'�'k'`S +� Lot# Telephone# Installer's Name Designer's Name4 Address ` M Address Telephone#. (.0y13 S'6kD Telephone# Type of Building (52`J1�Q{ �C`� Lot Size 40 , 30�G sq.ft. ti Dwelling-No.of Bedrooms S:—O�1Q Ca}`1 Garbage grinder Other-Type cZf Building nnf`f'G.�'-� No.of persons e (✓Y\ (. � Showers Cafeteria t ;sue Other Fixtures Design Flow (min.required) gpd Calculated design flow '•t tv -Design flow prodded 1.gpd Plan: Date C?o- Number of sheets I Revision Date Title S�1bSSK-(kCS9 Description of Soil(s) Soil Evaluator Form No. /X G- Name of Soil Evaluator S Date of Evaluation lad ('} DESCRIPTION OF REPAIRS OR ALTERATIONS P�• C C C�e c` '7�L'�.C1 The undersigned agrees to install e above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and _further agreesto/noot t,oy�phace the systt '�in operati n>until a Certificate of Compliance has been issued by the Board of Health. Signed L66l W�Ike 1 '� 'Date Inspections • No. �D� ' COMMONWEALTH\� F FEE� MASSACHUSETTS Board of Health,, 0__12i&_k/ N A. CERTIFICATE OF,COMPLIANCE Description of Work:)Individual Component(s) ❑Complete System The uncle siigneq.hereby c p-, that the Sewage Disposal System; Constructed ( ),Repaired ( ),Upgraded ( ),Abandoned ( ) by: //a at /. I �D. �. .ali/ �'IQ�Sf //S has been installed in accordance with the provi ions f 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No. ��° 'S NIV dated 1.2 2 0?. Approved Design Flow (gpd) Installer " Designer: Inspector: J 4V A P S'Date: 1,2 / 7)ti/ 0 The issuance of this permit shall not be construed as a guarantee that the system will function as designed. No. FEE S� COPMONWFLAA OF MASSAC14USETTS -rF Board of Health, MA. DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to; Construct( ) Repairy Upgrade( ) Abandon( ) an individual sewage disposal system at >/� � /�/ �`�' . !"/C( 0//s - as described in the application for Disposal System Construction Permit No. U Ud - OLL dated 1 o z Provided: Construction shall be completed within three years of the date of this permit. All local conditions must be met. Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date Q/2 3 0 Z Board of Health �' yk e S J TOWN OF BARNSTABLE LOCATION I G�O 1OS YT SEWAGE # VII.LAG q t4& ^J ASSE f R'S MAP & LOT 0,;Z INSTALLER'S NAME&PHONE NO. � SEPTIC TANK CAPIACITY I 1 LEACHING FACILITY: (type) � -/U, � ✓ti6U�'S(size) NO.OF BEDROOMS BUILDER OR OWNER PERMIT DATE: l 2-2 3 -(2 q COMPLIANCE DATE: 6 � 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 facility) Feet Furnished by { Lo M a raj FORM 11 — SOIL EVALUATOR FORIN Page 1 of No.: Date: 12/17/02 COMMONWEALTH OF MASSACHUSETTS Barnstable , Massachusetts Performed By: Carmen E. Shay Date: 12/17/02 Witnessed By: Waiver Location Address or#139 Woodside Road Owners Name: Douglass Smith Marston Mills,MA Address and #139 Woodside Road,Marston Mills Lot# (Map—127,Parcel 028) Telephone Number: New Construction : X Repair : OFFICE REVIEW: Published Soil Survey Available: No ❑ Yes ❑ Year Published: Publication Scale: Soil Map Unit: Drainage Class: Soil Limitations: Surficial Geologic Report Available: No❑ Yes❑ Year Published: Publication Scale: Geologic Material: (Map Unit): Landform: Glacial Outwash Flood Insurance Rate Map: Above 600 Year Flood Boundary: No ❑ Yes Within 600 Year Flood Boundary: No a Yes ❑ Within 100 Year Flood Boundary: No a Yes ❑ Wetland Area: None National Wetland Inventory Map (map Unit): Wetlands Conservancy Program Map (map unit): Current Water Resource Conditions (USGS): Month Range: Above Normal El Normal 1E Below Normal ❑ Other References Reviewed: USGS Topocraphic Map DEP APPROVED FORM 12/7/95 FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No.: #139 Woodside Road, Marston Mills, MA On -Site Review Deep Hole Number: #1 Date: 12/17/02 Time: 8:00 AM Weather: Sunny, Cool Location (identify on site plan): Refer to Sketch Landform: Outwash Plane Position on Landscape (sketch on back): Refer to Sketch Distances From: Open Water Body N/A feet Drainage Way N/A feet Possible Wet Area N/A feet Property Line 25' feet Drinking Water Well N/A feet Other DEEP OBSERVATION HOLE LOG Depth From Soil Soil Soil Soil Other Surface Horizon Texture Color Mottling Structure, Stones, (inches) (USDA) (Munsel) Boulders, Consistency, % Gravel 0" — 12" AP Sandy 10 YR 3/2 None <5% Gravel, Friable Loam Friable 12" — 48" BW Sandy 10 YR 5/6 None <5% Gravel, Friable Loam Friable 48" — 108" C' Fine 2.5 Y 8/6 None Fine Sand, <5% gravel, Sand Friable 108" — 156" Cz Medium 2.5 Y 7/4 None Medium Sand, 15% Sand gravel, Loose Parent Material (Geologic): Glacial Outwash Depth to Bedrock:None encountered Depth to Groundwater: Standing Water in the Hole: None Weeping From Face: None F +imated Seasonal High Water Table 156" Assumed — No groundwater Observed DEP APPROVED FORM 12/7/95 FORM 11 - SOIL EVALUATOR FORM Page 3 of 3 Location Address or Lot No.: #139 Woodside Road, Marston Mills, MA Determination of Seasonal High Water Table Method Used: ❑ Depth observed standing in Observation Hole: N/A inches ❑ Depth weeping from side of Observation Hole: 166 inches (assumed) ❑ Depth to Soil Mottles: None inches ❑ Groundwater Adjustment: None feet Index Well Number: Reading Date: Index Well Level: Adjustment Factor: Adjusted Groundwater Level: N/A DEPTH OF NATURALLY OCCURING PERVIOUS MATERIAL: Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system: Yes CERTIFICATION: I Certify That on September 17, 2000, (date), I have passed the soil evaluators 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. Signature: Date: ( - r FORM 12 - PERCOLATION TEST Location Address or Lot No.: #139 Woodside Road COMMONWEALTH OF MASSACHUSETTS Marston Mills , Massachusetts Percolation Test Date: 12/17/02 Time: 8:30 AM Observation Hole #: #1 Depth of Perc 30" — 48" Start Pre-soak 8:30 AM End Pre-soak 8:45 AM Time at 12" 8:59 AM Time at 9 9:13 AM Time at 6" Time (9-6") Rate Min./inch 5MPI * Minimum of 1 percolation test must be performed in both the primary area AND reserve area. Performed By: Carmen E. Shay Witnessed By: Waiver Comments: Would Not Hold 24 Gallon Presoak - 5 MPI Site Passed X Site Failed DEP APPROVED FORM 12/7/95 Sep- 20-01 13 : 52 BARNSTABLE HEALTH OEPT 5087906304 P . 02 S/25/01 it NOTICE: This Form Is To Be Used For the Repair Of Failed ; Septic Systems Only. PERCOLATIO:N TEST AND SOIL EVALUATION EXEMPTION FORM hereby certify that the engineered pian signed by me dzteC O o� concerning the property located at I* 6P �OCka meets all of the ic1!owin, cntena This failed system is connected to a residential dwelling only. There are no =ommercial or business uses associated with the dwelling. • Th.e soil is cuss:F:ed as.CLASS 1 and the percolation rate is less than or equai to 5 -rtnutes per inch. The applicant may use historical data to conclude this fact or may conduct prelary tests at the site without a health agent present. • There :s no increase in Flow and/or change in use proposed • There a-re tto variances requested or needed. • The bottom :)f the proposed leaching facility will not be- located less than Fourteen Iv. ;eet aonve the maximum adjusted groundwater table elevation. (Adjust the Tnundwater cable using the Frimptor method when applicable) Piease complete the following: �. Trip of Ground Surface Elevation (using GIS information) t 5; &W, Elevation, _ ad;ustment for inigh G.W. S``�... _ .-_-4&'B >rFFE.kENCF EETWEEN .A and B c7k`'O� ! S.*G)rED DATE: NOTICE 1 3asec j,,-�ori me above 'information, a repair perrrut wil! be issued for �edr^orrs T.a .,r-.,!m;. :n add�uonal bedrooms are authorized to the future without e t,tneerec plans. __--- loath!r,;du �crccam� r Permit Number: Date:-E-A0+_ 0 L, iCompleted by: HIGH GROUNDWATER LEVEL COMPUTATION I Site Location: � �1 \b� d• Lot No. Owner - Address: �t � �Cc,�, 34 ,4'rc�.Q c-S t c�c� ��c.�rnc9 Contractor. Address: i j Notes: i I j I STEP I Measure depth to water table to nearest 1/10 h. ... Date 1),A montwo.0y.or I I � - I STEP 2 Using Water-Level Range Zone I and Index Well Map locate site and determine: OA Appropriate index well.................................................... 53 © Water-level range zone..................................................... i STEP 3 Using monthly report "Current Water Resources Conditions" l determine current depth to Eye water level for index well ........................ O a J mon h ysar i STEP 4 Using Table of Water-level Adjustments for index well (STEP 2A),current depth to wale- level for index well (STEP 3), and water-level zone (STEP 28) g determine water-level adjustment .......................................................................................... STEP 5 Estimate depth to high water l by subtracting the water• level adjustment (STEP 4) i from measured depth to water p I i� I level at site (STEP 1) ............................................................................................................. i s i i L Cape Cod Commissiop: USGS Well Data -November 2002 . Page 1 of 2 United States Geological Survey Observation Wells As a service to Cape officials, engineers and other interested parties, the Cape Cod Commission publishes monthly groundwater data gathered by its Water Resources Office. The water level measurements shown below are taken monthly from United States Geological Survey (USGS) observation wells and compiled during the last week of each month. They are published as soon as possible thereafter. Listed below are nine out of the 61 wells measured across Cape Cod by the Commission's Water Resources Office. These nine are employed as index wells to be used with Technical Bulletin 92-001 to predict high groundwater levels. For your convenience, we've also provided links to USGS national and state data. See the last column in the table and the footnotes below. For further information, please contact Hydrologist Gabrielle Belfit at the Commission offices (508-362- 3828). November 2002 F77 hiS(:;S Site Departure from Number*' " Location Well No. Water Record Record Average" (links to I.,SGS Level* High* Low* Monthly Overall national water-level database) Barnstable 230 25.6 20.5 26.6 -1.1 -1.9 413956070164301 Barnstable 24W 27.4 20.5 28.6 -2.2 -2.9 414154070165001 Brewster BMW 21 13.4*** 6.9 13.6 -2.6 -3.2 414518070020301 Chatham CGW138 25.4 20.9 26.6 -0.8 -1.4 414100070011101 Mashpee MIW 29 9.2 5.6 10.0 0.0 -0.6 413525070291904 Sandwich 2D2 47.8 45.9 48.2 -0.2 -0.5 414418070241601. Sandwich ZDW 54.6 45.8 55.1 -3.8 -4.5 414124070265901 Truro TSW 89 12.1 10.2 13.0 0.1 -0.1 420206070045901 WelllleetW ]2.2 7.3 12.8 -1.1 -1.7 415353069585401 http://�vww.capecodcommission.org/wells.htm 12/11/2002 e - Health Complaints 23-Dec-02 Time: 12:20:00 PM Date: 12/23/2002 Complaint Number: 3860 Referred To: DONNA MIORANDI Taken By: PEGGY ROTHMAN Complaint Type: CHAPTER II HOUSING Article X Detail: Business Name: Number: 321 Street: OALKAND RD. Village: HYANNIS Assessors Map-Parcel: 1 CARMEN E. ,SHAY (508)-548-0796 ENVIRONMENTAL SERVICES,INC. P.O.Box 627,East Falmouth,MA 02536 December 26, 2002 RE: Certification of Title V Septic System Installation: Residential Property— 139 Woodside Drive, Marston Mills,MA Dear Sir or Madam: On December 24, 2002, Roger Roberts, Inc. was issued a permit to install a Title V Septic System at 139 Woodside Drive, Marston Mills, MA, based on a design drawn by Shay Environmental Services, dated, December 19, 2002. XX I Certify That The Septic System Referenced Was Installed Substantially According to the Plan I Certify That the Referenced Above Septic System Was Installed With Changes but in Accordance With State and Local Regulations, Revisions or As-Built Plans/Sketch will Follow. The Septic System Was Not Installed Per State and Local Regulations and Corrective Action is Required. If you have any questions, please do not hesitate to call the undersigned at (508)-548-0796. Sincerely, CARMEN E. SHAY ENVIRONMENTAL SERVICES,INC. A•;: Lip _ �( E. Carmen E. Shay, R.S., C. President Z,, 10 C,A,T ION SEWAGE PERMIT NO. -17 rZL ILL AGE INSTALLER'S NAME i ADDRESS AIC e U I L D E R OR OWNER DATE PERMIT ISSUED DATE COMPLIANCE ISSUED P I� #o vs _ � 3 L a �y 1 �.� J THE COMMONWEALTH OF MASSACHUSETTSt BOARD OF HEALTH .........0 w.'fl.................OF......1. lcC" S-1� b1 :.....• Applirdtion for �i �roottl orko Cron trixrtion permit Application is hereby made for a Permit to Construct (>0 or Repair ( ) an Individual Sewage Disposal" S stern at: 11 �oo�s�l .�........on.....A.......s - No. --------------.-------.......----------------•-•------•------ Lo li dr � -. o t ���..� ••� Ow er Address .. ..•-•-•--•••••-•..................... ......•••---••-•---•••------•-••-•••-••••-••••--••......-••--......._......... +............ , Installer Address Type of Building Size Lot._40,32 _�Sq. feet Dwelling—No. of Bed13 rooms.... ........................Expansion Attic ( ) Garbage Grinder ( ) a`4 Other—T e of Buildin YP g ---------------------------- No of persons Showers-(----)..— Cafeteria.(.....> t. dOther fixtures ........................•-•-•--•-- ... ._.. ...-----------•---------------- Design Flow..........�J .........................gallons per person ear,day. Total d-7 flow...... .............gallons. Septic Tank—Liquid capacity.1ogallons Length._....__ 2__ Width:...Z... Diameter:............... Depth_..._._e �• w Disposal Trench—No................ Width -•--.-- Total Length Total leaching area....................sq. ft. 3 Seepage Pit No.......I............ Diameter... Depth below inlet. ?_. :. Total leaching area.5 Aryls r.+. G1 D Z Other Distribution box (X) Dosintank, ( a Percolation Test Results Performed by.. .._... .. 1C _...... g _ Test Pit No. 1...:!5�z.minutes per inch Depth of Test Pit... 1_- .��._. Depth to ground water...`nine.._.__. �Y�cotSv��C.r� f� Test Pit No.,2................minutes per Inch Depth of Test Pit..... _.... Depth to ground water...... ` ` ` kk ` 0 De iptioniof Soil.... :oai�i_loa �UbS �W�'112. ©©c-�........... 1M�,d, and . o c1e. t... - - ............ 2 0 .._._:_. . U ............ !h.. :1�. 2 t^owrn �.- S a h a ..1 ......................... W . vr, a.�r e, c_o��1 e.S e.�. -- -- ............. U Nature of Repairs or Alterations—Answer when applicable.............................•.._..................................._...........__.._.......... -----•--------------------------••-------------------------------•--.....----•--••----•---•--•-•-----------......-----------------...--••-----------••--•-----••---,••-•-•••••••-••-•-•••-••.....---• Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of .I...rZ 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has b n issued by the boa d of h9alth. Si .... DS... .............................. Application Approved By........ �, -lam_ !� .... ............................. •• ... Date Application Disapproved for the following reasons: .......................•..........................._____......._.........._............... .................................................-•----........----------...-------•------........•...---•----------..............•---•-------........•--........-----••-•-••--.......•--............ Date Permit No.............••.•••.. ...__._....... Issued............................ w Date lA N r .................... THE COMMONWEALTH OF MASSACHUSETTS" w� BOARD OF HEALTH ? C7, r '_..._.1.OW.C�l.................OF......... .:0.C"11��C e C-1 . .-- Appliration for C onstrurtuan -.Vlermit Application is hereby made for a-Permit to Construct (X) or Repair ( ) an.Individual Sewage Disposal System at• � ad .,4 � o�" o ... - __...__ ................... L�o/c�tion A dra�ss //�/�� //�� / o 3l#JC....!!......L/fNG ... •.. ...ce1lWf-9st1L�... No /, Lot Ow er ,; Address a ...... ----f-..........s'..... ...._ ...... {" Installer Address Type of Building Size Lot.' a Sq. feet Dwelling—No. of Bedrooms.._�2......'�Y....................:Expansion Attic ( ) Garbage Grinder ( ) a4 Other—T e of Buildiu ayp g ............................ No. of persons.....----------------------- Showers ( ) — Cafeteria QOther fixtures -------••-------------------•--•----...----------••--.-•------......-••--.....-••--•----••--•---......- W Design,,Flow..........5� .........................ga.11ons per person per day. Total day flow......-»2-0........................gallons. WSeptic Tank=Liquid capacity �." 0...Agallons Length._.... ...... Width_.".�.-Y .. Diameter................ Depth::!'...!!:— x Disposal Tren`c1) fiTo Width Total Length..._. r Total leaching area. sq. ft. t �9 +er ......_.... Y Seepage Pit" No.......t _.__.... Diameter.AP LI ' • Depth below inlet. !9: Total leaching area.5..4:1.1.sq:-ft. G�(j Z Other Distribution box O Dosing tank ( ) a Percolation Test Results Performed by.. .1. �? ti.e ?a ::... : .:..... i SI E3 a Date.....-... ............................ Test Pitt No. 1....��..•.�.minutes per inch Depth of Test Pit._ 4���. Depth.to groundwater...gST%e, 44 Test Pit No. 2................minutes per inch Depth of-Test Pit---)AAA..... Depth to ground water...... e'h...o�''�}L� � y De criptioh�of Soil...Wcao �5? vn v SZiS Wnl-•e., pc--z -V-A 9�:'aA e rne. A. Sate t ��Il r-�•- C� i (�j ,... '? �4......... D-! . :aY� _ ) : _ 2. = i "oW11...0 ' S�.Y1 c}.._�N l n............. •............. .. x ov, .. -A . �._:�...c�c�blalct. l e ...........................................y / ..._.. ... �.: ___ ......� U Nature of Repairs or Alterations—Answer' when applicable............................... .............................................................. r.-••--•-••--------------•-•--•----------••--•-•--...--••-•---=..................................._...................................=-------...---•-••....................------......-•------ . Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of.TITLZ 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operationimrtil a Certifica e of Compliance•has b n issued by the boa d of h Ith. Si -Date Application Approved BY j;�----*�---------••-•---•----•--- r�=. ..��-�. .y... Date Application Disapproved for the following rea sons:----✓✓--_1................................................r --•--•.................::.......................................--•---•----.....-•-------.......----......---:........--•------.........-•-------•--.....------....------.....•---......----..........._ Date Permit No.. ........•--._......--•••....................... Issued_....................................................... /v Date - r THE COMMO,NWEA_LTH OF MASSACHUSETTS f / BOARD OF HEALTH RL (Irrtif uttte Lit Toutphattrie THIS IS TO CERTIFY, That, e �yiarage Disposal System constructed or Repaired by-------•-------. ---------------------------------� ei, ( ) C � �/', J . . .... (/1+!` Installer / , — �~ at.....•-•--- 4 has been installed in accordance with the provisions of TI P, 5 of The State Sanitary Code as described in the application for Disposal,Works Construction Permit NO..... ���_ » THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FU CTION SATISFACTORY t � :.. DATE... .......................................... . _ ....--' Inspector-•---- . ------ ...... ................ {, THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH �6a.Lc.............OF ........" A/�/f!c j f%y//L.tc .................................. No. .:. -r� FEE........................ �i��tn�ttl� ux dun ttrttan �rrutit . Permission i ereby granted.............. ffw 'll ........... I............................ ............................ ........•-•--- to Constru�or Lair ( ) an, Individ a1.Se gage Disp ystem .�S 66 // y at No.... ................ (eft.% -• ---.....---.----- •---------- ............'.1'..-+a: e �Y,--. - as shown on the application f69% posal Works ConsionYP� ' Street t ucl No..er*'_-"2_. Dated..,TGt�y .. ' •-----------•------..--.Koar��oiealth =0.•.....« ` DATE.................••.....................-.....................i---------....._ , 3—v z �� P oN Ln �o �3 T IV CASEMENT �OCI� 594 n (2)CA5EMENT5 CXW 135 91-T CXW 145 1 2LT LINEN k 0 5)St1ELVE5 DRAWN BY:MK a� Q BATH LLT TILE V-Ico J FORMICA CNTP. 32"xGO"FIBEPGLA55 W L j MIRROR 5HOWER w/SURROUND Q z O 77 w LU x6-0 Vr ry Z w z� O In o n_ L °o ' �D Ln � 3m CL m \l o CMCZEXIST.Ist FLR 2ND BDRM o BELOW O OAK FLOOR w O Y� u 7'-G"CLG.HT O EX15T.CASEMENT i LL- WINDOWS ® O o II CV lLJ G 4"KI NEE W'LL U) Q 5'-O"x G'-O" 5'-O°x 6'-O° O N ? CL05ET CL05ET O th KV POLE 6 5HELF_______._ ________ KV POLE 6 5tlELF IL 43-1/2'KNEE WALL EX15T.ATTIC ACCE55 CIO N N W Uj W 0 z PROPOSED SECOND FLOOR PLAN Z °- 1/4" = 1 '-0" o A- I U � C � m a z P Om Q Ln O K 1W- P N z 0 u0LLi 12 " DRAWN BY:MK I I i I EXISTIy(, O INSTALL G'C51 G COIL 5TW \ WIN ca W J i pL m i Q Q i Q t1 Z \ Q 'D i� W Q—/ 3 Hill W EXISTING 12 _Z a-/ N � 11 I II II _ I irl ____FINI5NED 2nd FLOOR L O ------ ---- O II li JJ II II II II II II i= ii it ii ii u u u u u u ItI I u u W INSTALL FLOOR-TO-FLOOR CM5T 12 --1 5TRAP5 ON THI5 WALL W ~ O II d' C \ LU � Q FINI511ED 15t FLOOR O co O O N lD N uu W m W O z RIGHT ELEVATION °- A- 2 u ¢ N 2 mo Ln L � O w, v z oN o M 3g NEW ALUMINUM GUTTER DRAWN BY:MK w/DOWN-MATCH EX15T. 0 � � W J m IN5TALL G'C5 I G COIL 5TRAP QLu Q i ::]El\\ Q Z Q HIM \\� / Hill 11 Z O o � � m L1J LLJ 1L 1L iLL 11J IJ1�L11 IJ1 I i l 11 11__tl 1L.1 Ul U1 J.L LLI LJJ J1 1JJ _ _ NEW U15TING Z O Q > o u-i = � II LL1 Q w Lu J U N D— CLI D— O O N C9 N IL.I m W O Z Z O w in REAR ELEVATION o _ N m 114" = I '-O" A-3 �l � w RIDGE VENT z RAFTER-RIDGE STRAP O WQ o mo CONNECTION LSTA 21 @ EVERY RAFTER cn (SEE NOTE 5/A 1) J = ROOF ASSEMBLY 12 0 ; TES-IU 3 In ^ - 2x8" DORMER RAFTER @ 16 o/c 00 �\ - R-30 GATT INSULATION LLj CDX 5hEATING _ gQ # FELT PAPER Tr7p PL TO-s,vv CON WC l \bP- / I_ p,5?fi�ALT SHINGLES 30�r5, / � \ 12 3[— / DRAWN BY: MK z o 2 W J �R-30 BATTS oC m � f w D CL/ / "' W uj uj ocn r = I L o GK�•t�-�T'� �=- � � of O 0 O O U' 'n' 2nd BDKM 1 i D- m v � z Ln / I EXT. WALL ASSEMBLY I / - 2xG" STUD @ I G"olc - R-1 9 BATT5 - 1/2" CDX ShEATING /I/ // I O l - TYPAR or EQ. - W/C 5hINGLE5 i / w a Na co O O N cr m S > Z z O Q — N (h SECTION n _� 1/2"= 1'-O" /—� { j ff 9_. fit. --- v. 14 _ • 1� �m V �v � �LI �`•�,Y _f✓�4 L�i�..._...---- off ICC.- � 5 i I ' ! i o ! OE1 _1(z ---- i0t. L 1 � -o) 13� �v ®sty . MA SECTION - SEWAGE �\ •�_ _ _ . w ►4�.s �9. 1 ,:3 ,�,��, 17 ei I. T .. �Q� C 1 N SZ.tr LSO t� �81 1 8 _ __ ----- 14-1.4- --- ---- 14ti�a - SEPTIC TANK - - "D"BOX - - LEACH TOP OF FDN t4Z "2"OF STONE OUT N• `\ IN- / ` IDtsv G OUT- OUT• IN. I- (1341� SEPTIC 13�.(v0 1 . ELEV. TANK ELEV. ELEV. ELEV. 14 ` ELEV. ELEV. Z..v OF 3/4"-lyi.. WASHED STONE - �- $�, �%��- `(gyp TEST HOLE LOG ��c--2 n tJ !3�,.. .. y Z-tart. �-►,.�ug� -�13FS� TEST BY 1-1lc-k►)..II Gr1.tC.Z.EA46+, So,IN �Acc Pt,1 TEST DATE L /�y WITNESS BEDROOM HOUSE -� S T` Ids DESIGN ,3a.' 11-4t T.H. * 1 141:5 T.H. * 2 ELEV. OCJ ELEV. „^40 r,: *^ _ LZ DISPOSER DISPOSER I iZg, - 14o In 1�1•3 !o 13-I.ti PERC RATE MIN/IN. L_____ •. _ _ -- - .•.....J� ca_saL, 'L'I S©IL- FLOW RATE ZZo (GAL./DAY) J - 24 I-be, SEPTIC TANK Z.Zo (I-S)= C_: IOG70 w,T s e <S.W..ov'rL REO'D SEPTIC TANK SIZE LEACH FACILITY d IZ41 r i / r r t1 SIDE WALL �tO IT�C,�= IFS$•5 _ (Z.S ) 4-T I•Z - G/D. T \Pv H, BOTTOM 1Qi74 - _I� 5 l ►•o ► ?� S G/D. TOTAL Z Cs-1.p q LEACHING I �I2to 3Zlo Y . 1µ 1t�. IUD} 1Zfo.C� n -�-t. 10 [T. E' c� la �� 4d1 USE: LEACH i N O Ca 1T• � -A WATER ENCOUNTERED 12 140 NOTES: .(UNLESS OTHERWISE NOTED) �- ' „� S tst r,.►v w 1 C,.I-i 1 132) --_ ..._..___ -..-... -_...._._ ___•- .__.'�32 ..._ ._,,. -- _ \'.moo 1.DATUM(MSL) TAKEN FROM..._. .......................QUADRANGLE MAP + - 2.MUNICIPAL WATER-____.� .......-.AVAILABLE `_� OF /— ' - I } I 9.PIPE PITCH k!4"PEA FOOT 4 - t0 � � �'� �, } �D�. �, 4.DESIGN LOADING FOR ALL PRE-CAST UNITS:AASHO- -44 G �' \ - --+. d $;;MIN.GROUND COVER OVER ALL SEWAGE FACILITIES: (1) FT. A AFINE H, A�E DISTANCE AS CERTIFIED 1 S C�, 6.�Pi PE JOINTS SHALL BE MADE WATER TIGHT .� OJALA i = OJALA v 7.CONSTRUCTION DETAILS TO BE ACCORDANCE WITH COMM.OF MASS. CIVIL y :-' .26348 SITE PLAN STATE ENVIRONMENTAL.COOE,.TITLE 5 Na 30792 �a' T M AZT�U FJ�j M 1 L-1 �j I LOCUS: -X -t4-zca ors,6 I.I wl-[>s w►►> �t_ �ap.D '�'gd.'�Ff� -R�, v �"� 'i A t�1 STP.�I_ M . — REG.PRO GINEER • " �.0 I ea Pe /� aa h/ REF: CYIi @IIgIiI��II'I� PREPARED FOR: L"�x G �1 �Q t CIVIL ENGINEERS LAND SURVEYORS R LAND SURVEYOR SCALE—1 BOARD OF HEALTH 9" mnip Sty I 14 S DATE R (EXISTING) �(vC,x'j�r� �� QLL G (PROPOSED)-O-O-O-O- APPROVED DATE -,--�„ MA I }� -," CONTOURS �% T f Of VENT PI 4 m II` VE PE Least 2 the to a G-`_ -A s ( M 4 r 8 SchedulePVC Ch or r� o coot Od Filter L❑ ..�,..> r" 10 min: from e s • a t 1 -� hAP k SECTION A Dose t septic c ton 4 os NTA PIP AR H V ++0 E LL E T 4 P. p S E 0 BE SC EDULE 0 C AN. A M Existing Foundation 2 t8 p ACCESS AMt1i0LE5' v .A 9 tonM c s most be Sept ic oust u C p S LO_F. Neu, t00.00 W h, f finished PROFILE VIEW OF. LEACHING SYSTEM within n ti m o ,s eel grade a i �- t. -Crude o er SAS t00.00 8' .: Grade ow lK: Tmk - 98. - -Sep 00 Grade over 0 Box 99.50 a No t to'Scale a , .. .. : CCESS COVERS OF SEPTIC T m SITE v . .. ..:... . ... SE G TANK TO BE a i • V RAI SED WITH 2 h P SED T P HE APPROPRIATE RI E RISER TO WITHIN �` � a ..f' a • a N f� - r/s Ia.Aat Fea,rlene .. �. 6 OF THE EXISTING GRADE AS PER TITLE V. a O � S c O S 002 - ,^ . 3 HOLE �/� to r �/! raahst Clae!•ed seoe( ,q ; y a t �. < O a i` . _ 3 iJox,mum Cover 3 : _ H 20 DIST. x BO ( ) ACCESS R O THE C E COVERS FOR THE °SEPTIC S= . SE C TANK. � ,o 0.01 . / / .• r o _ DISTRIBUTION BOX AND LEACHING P a a EXIST.PIPE � EXIST.t,000 GAL - INLET COMPONENT Ot0 per tool 7; l� t` 4 FRClN FCIUNDATtaN a 8 t>V T SET DEEPER THAN 1 FOOT BELOW FINISHED - o, SEPTIC TANK / / A > GRADE SHALL BE RAISED TO WITHIN 72 OF : a 41 H-10 r. p 20 t5' Effect a to Y $ aP y FINISHED GRADE. tn O o•.e•n. I G a F T > 1 a R F OUN CONC TE FULL W� ----� Plit^.-r-.T.,� . �r .,.T.rr;^ '• INSTALL TUF-TITS GAS BAFFLES tn � A IJ • A,_ . IA :. z4 Effective .,.�.. r•n .� ...., �. ..• ..,. .� . B ES OR EQUALS o --�' 4 4 n > > a 3 __ Sidewall T REINFORCED P SYSTEM PROFILE y m v STEEL E ORCED RECAiST CONCRETE c m �, > a 5 Units a 6.25 = 31.25 +/- Not to Scale - PLAN VIEVtU 11 x 31.25 _ - > Effective vtdth 3.5 3.5 c c > > 3-2t REMOVABLE COWERS GENERA v L NOTES - v 38 6 n.ot 3/4'-1 1/2 n Effective - com�«feel stone E fec a length w. , . _ .., 1. Contractor Is responsible for Dl f t$ ,, ., .. .., s. ^, P o gso a notification 3- min. aewon« , and protection of all underground utilities andpipes. f _ 41-- .. 9 AQttsrr_s__IasElt±els_t_E!¢r_&'�59 SOIL ABSORPTION SYSTEM (SAS) a ■+let to Mona 2. The se tic tank n i rA TIN - INLET - --- ----- P o d d st (button box shall be set NOTE. LL COMPONENTS MUST,HAVE RISERS TO WI N 6 BELOW GRADEounET •. level On 6 Of;3 4 -1 1 _ h .. / /2 .stones.. INFILTRATOR' MODEL 3050 (H 20 LOADING)/ SUMNER & DUNBAR - � ��. 3. Bockfill. should be clean sand orgravel wi h stones over 3„ in size. t no (OR EQUIVALENT)s E 4'-0'min. :. 4. This system is subject to inspection duringinstollo i n NOTE: OVERALL HEIGHT OF INFILTRATOR IS 30' FFECTIVE HEIGHT IS 24" ° by Carmen E. Shay = Environmental Services,� ... Y es.'Inc. - 5. The contractor shall in toll ' s this system m accordance with Titl `V f..,,_,,,, .,, . \ ,,,.. ..� •, �. ,, ••., .., j e o the Massachusetts state code, the approved plan 4'-10- and Local Regulations. i 6. If, during installation the contractor encounters an CROSS SECTION END-SECTION _ y soil conditions'or site conditions that are different from those shown on the it 1 r 'so log o ,n our design installation must halt & immediate notification be USE EXISTING 1 000 GALLON H- 10 SEPTIC TANK made to Carmen E. Shay =-.Environmental Services, Ir,c. 7 , NOT TO SCALE . No vehicle' or heavy machine shall drive r FOUNDATION Q SEPTIC TANK B--•- D-BOX �-----2Q--y-LEACHING FACILITY VY machinery d e over the I septic system unless noted as H-20 septic components. - 8. Instoll Tuf-Tlte gas baffles or equals on all outlet tee ends. 9. All Distribution Lines shall be 4 diameter Sch. 40 NSF PVC pipes. 10. All solidpiping, tees & fittings shall be 4" diameter PERCO� 9 LATION TEST h 'S Schedule 40 NSF PVC pipes.with water tight Tams: • 11. SITE and Surrounding Properties are not Connected ' r � 0 20 40 50 Dote of Percolation Test:, I DECEMBER 17 2002 to Municipal Wote . Test Performed By. CARMEtN E: SHAY- R.S., C.S.E. Results Witnessed By. WAIVfER per BARNSTABLE BOH x ` E cavator. ROBERTS SEPTIC, SERVICE L Percolation Rote: Less Thom 5 min./inch ® 4 FEET BELOW GRADE. THE PROPERTY LINES ARE APPROXIMATE AND COMPILED FROM THE SURVEY PLAN GENERATED BY CHARLES SAVARY, SURVEYOR of S. YARMOUTH, MA 1 Test Hole 1 ENTITLED ".:PLAN OF LAND FOR HOLLY. REALTY TRUST". No. _1 MARSTON MILLS, MA-, <DATED MARCH 24, 1970 AN .I N DEPTH saLs ELEV. D S NOT INTENDED TO BE A SURVEY PLOT PLAN 0 99.5 IT SHOULD BE USED FOR NO PURPOSE OTHER THAN W THE SEPTIC SYSTEM INSTALLATION. / O Sandy Loam ,0 rR 3/2 r �O tp l 0 -12 Ar 9800, I � O I i Sand Loom r Y i O � tOrR 5/6 - - B. 9550 Fine NOTE: ; Sand ip 0 E. ANY STRIPPED OUT SOIL CONTAINING LACHATE: FROM THE EXISTING SEPTIC SYSTEM TO BE DISPOSED r zs r a O /6 l OF AS PER BOARD OF HEALTH SPECIFICATIONS. 1 / � I S 48 108 C, 90.50 ,- F / _ EXISTING T Med Course E S G LEACH PI TO BE PUMPED DRY & LOT 35 6 �i Sand Y � REM V T 0 ED 0 FAC LITATE INSTALAT(ON ' F N W A / 1 - 5 1 0 1 � 1 2.5 Y 7 4 n / V � / 1 i \ O O / 4 / I 6 _ O \ r F r \ r � r O (( 1 i I , 0 r r 1 . \ ,, \ / A ; S R MAP J ASSESSORS 1 7 PAR I 2 PARCEL 2 0�s . 8 s 1 i ,r � • \ r t ! ZONI NG G RESIDENTIAL" ` k F�t L00 N ,(� r - 1 Perc 1 DZOEC 1 -.• t Pere: . 4 De to _ .. 1 _- I 1 r w _ - t r N ry Groundwater nd o e e u . eel t t Not Obs o- ERE E N WETLANDS 0AT LOCATED WITHIN A 5 RADIOS.0 SOTT M OF TE T I v 1 Dla � HOLE E e . i S 0 20 \ _ , F T R 0 HE PROPERTY _ E TY A _ _ \ J T D US ED H I v._ 20 E e Adjustment. . Required. �O_ J r I _ .. . / F it n, o eel , 4 7 \ L h Pt c / T C ALL OUTLET PI PES 1PE FROM T TEST S NE ES HOLE 1 \ / DISTRtBUTtON x �: X a i 80 SHALL t� LEGE N D _.. .: _ T F CONCRETE COVER .. $E LEVEL OR AT LEAST 2 FT ELEV. 99.50 / \ ..•.,; _- PROJECT BENCH MARK � . . .. . OJEC BE C � r , . Exist 1000 0l. ,_,.: 9 \ / J - 5 OUTLET v_ ;t:.<.,, 2` TOP OF FOUNDATION �. SepLc Tank \ �, _ KNOCKOUIS : .. _ s / DENOTES PROPOSED ELEV. - 100 assumed � 8X0 v �:• v'o OUTLET I SPOT GRADE I _ - r 02• 1 --_ ,� � D-BOX ---- � .-' � 4- ,• -- i LOT 36 \ �. 2 DENOTES EXISTING 46 P 4 - $CH. 40 Te SPOT GRADE 0 326 S.F. + �,, / \ PLAN SECTION CROSS-SECTION PL PROPERTY LINE 98 3 HOLE DISTRIBUTIOPN BOX H-10 LOADING PROPOSED CONTOUR 4 ----- \ \ \ NOTr TO SCALE EXISTING _ BEDROOM \ 97- - - - - -97 EXISTING CONTOUR HOUSE .� TOF= ELEV. 100 ,-- �� \, DEEP TEST HOLE & \ - I PERCOLATION TEST _OCATI N Design Calcuaiatlons O t Number of Bedrooms: 4 Equirvolent'10 440 Gol./Day (440 Gol./Day Min. per .Title V) \ Garbage Grinder: No �- Q FENCE > 2 Leaching Capacity Proposed 3i30 Gal./Do Minimum Min. Per Title V t) 94 ------- GARAGE ,- �� \ \ � �, �. � \ 1 \ I ..� Septic Tank - 2 x 440 Gol.,/Doy _ 880 USE t,500 GAL Septic Tank. 4 PRIVATE DRINKING WATER ti/E _L DECK \ \ I `� �\ � �_ SOIL ABSORPTION AREA: Usinig percolation rote of <2 min./inch \ \ I \ \ /00 Bottom Area: 0.74 gal/sq.. ft. x 418sq. ft, 309.32 gallons ---------- _-_ Si wall Area: .74 I. f K, �, r / \t 1 i i � Q• de 0 go /s41. t. x 196 sq. ft. = 145,04 gallons REVISIONS Providing: = 454.36 gallons NO. DATE: DEFINITION Use. (5) HIGH CAPACITY INFILTRZATOR CHAMBERS, HAVING A 2 EFFECTIVE DEPTH, --- ---- ------'� r' I � I / \\ ;" (3' W x 6.25' L) TO BE USED WITH 3' OF WASHED STONE ON THE SIDES AND 3.75' OF WASHED STONE ON THE ENDS. LOT #37 �� : PROPOSED PREPARED FOR .- �vl1 , _.SUBSURFACE SEWAGE DISPOSAL 5 •�)TE� N/F OWN OF BARNSTABLE J ' ; OF r DOUGLA ` 139 WOODSIDE ROAD SS 8c REBECCA SMITH ' BARNSTABLE,STA BLE MA 139 WOODSIDE ROAD PREPARED BY. BARNSTABLE , � MA - 5 ,� ,- 6 J r C CARNEY E. 1.�L.�[A J CAR I I I i 5 l r "_. a , b o• E. L�'NVJRONML�'NTAL SERVICES, INC 11s1 34 THATCHERS LANE EAST FALMOUTH, MA' 02536 YA JS TEL FAX' - - I _ o / 508 548 0796 c, SCALE_ 1 20 , DRAWN BY, CES D n ATE. DECEMBER 1 )r� PR OJECT SD 371 FIL ENAME: ME._SD37 tPP.DWG SHEET 1 OF 1 ,-✓