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0048 SHERYLE'S WAY - Health
L eryle's Way ns Mills 5 054 I� _ CARMEN E. SHAY (508)-548-0796 ENVIRONMENTAL SERVICES, INC. P.O. Box 627,East Falmouth, MA 02536 May 6, 2002 RE: Certification of Title V Septic System Installation: Residential Property—48 Sheryll's Way, Marston Mills, MA Dear Sir or Madam: On April 24, 2002, Roger Roberts, Inc. was issued a permit to install a Title V Septic System at 48 Sheryll'e Way, Marston Mills, MA, based on a design drawn by Shay Environmental Services, Inc, dated, April 25, 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. SHA Y ENVIRONMENTAL SERVICES,INC. , CARMEN U E. NAY o. 1181 Carmen E. Shay, R.S., C. c,sTEF�° President SgNrra f? TOWN OF BARNSTABLE F� 6 5 W G zno1 - 188 Lf:CATION ,q ,, y@-'�'1 SE AGE # VILLAGE i U V����5 ASS S MAP & LOT 04 S—OSL rNSTALLER'S NAME& PHONE NO. �✓ SEPTIC TANK CAPACITY 0 LEACHING FACILITY: (type) NO. OF BEDROOMS 113UILDER OR OWNER PERMITDATE: SI I IV COMPLIANCE DATE: ,�160 �- Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility If an wells exist PP Y 8 tY ( Y 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 Fumished by /o 27 ,a tz 14c 7 0 -70 L-.2, No. - FEE JV Board of Health, MA. APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct( ) RepairXUpgrade( ) Abandon( ) ❑Complete System Aindividual Components Location Owner's Name \ M• Map/Parcel# L S Address 4b S'"sz L6-�w ,W Mfl Lot# Telephone# Installer's Name Designer's Name ` C T-& Address �R Address b e( � GCS Mfl Telephone# _ 1C b Telephone# 6 _ 9 Q 3(p Type of Building Lot Size sq.ft. Dwelling-No.of Bedrooms rep— Garbage grinder ()VIA Other-Type of Building Nepwr No.of persons Showers (LKCafeteria (V� Other Fixtures S\IJk �1��[�1C V Design Flow (min.required) 2)6 gpd Calculated design flow C73o Design flow provided 331.5 gpd Plan: Date 4N,ag L0�), Number of sheets I Revision Date N Title �\ _ Description of Soil(s) C 1 p� Soil Evaluator Form No. �r^ C` Name of Soil Evaluator +}Q1-leA c�c Ef4Y Date of Evaluation CJ DESCRIPTION OF REPAIRS OR ALTERATIONS _� �2f' -tom C�CQCUIQ6 i The un &es agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further a not to 1 e tem'uX o eration until a Certificate of CoiVpliance has been issued by the Board of Health. Signed Da /f Vh No. i l� _ � r ., FEE C) 1 Board of Health, c� b ? MA. APPLICATION FOR DISPOSAL SYSTEM[ CONSTRUCTION PERMIT Application for a Permit to Construct( Repair><Upgrade(F) Abandon( ❑Complete System AIndividual Components Location .4R Owner's Name r G��,k Map/Parcel# L+ 5 �J� f Address 48 Lot# Telephone# Installer's Name Designer's Name Address M A Address -7 X b I`,r r16 Telephone# �_v y �`b Telephone# Type of Building :/,�1(\, Lot Size 7 sq.ft' Dwelling-No. of Bedrooms �11C 22 `�� Garbage grinder ( IV/A Other-Type of Building nN r c No.of persons Showers (V Cafeteria (Pr Other Fixtures _ate r- �c-u k��C� n .�\t•Zk L�l)c�c�r\I Design Flow (min.required) 32)b -) gpd Calculated design flower Design flow provided ) .J gpd s Plan: Date��cL , ya Number of sheets Revision Date Title C��u, C� tk!�- C Q C G2 1SOC < �l ' ± Description of Soil(s) C 4 c c hDC, O _ <-,_Soil Evaluator Form-No. C, Name of Soil Evaluator `p fl 1?H F-4 SHA Y Date of Evaluation n o� DESCRIPTION OF REPAIRS OR ALTERATIONS �.Rf G�G C rJ The un�aees igned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further t /not to 1 ee tem' operation until a Certificate o Co pliance has been issued by the Board of Health. Signed % / 1 / Dat d c-N No. `�"�-�-�'� ..`C�� FEE Board of Health, / MA. CERTIFICATE OF COMPLIANCE Description of Work: ❑Individual Component(s) ❑Complete System The unde Ngned reby cerPobo4s that the Sewage Disposal System; Constructed ( ),Repaired (graded ( ),Abandoned ( ) by: at ei' ", M/85 has been installed in accordance with the provisio s If 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No.�)-12�- V�,�!,) dated 4:�7, ( I 2, Approved Design Flow (gpd) Installer ��/ 3103 � Designer: Inspector: A44 Date: The issuance of this permit shall not be construed as a guarantee that the system will function as designed. No. / 4� D� FEE .--- COMMONWEALTH OF MASSAC14USE TS % Board of Health, 3a y 1 �, MA,__ DISPOSAL SYSTEM CONSTRUCTION PERMIT 1 l Permission is hereby granted to; Construct( ) Re air(✓) Upgrade( ) Abandon( ) an individual sewage disposal system at r(� �� �/ S �1Vd /� � s c as described in the application for Disposal System Construction Permit No.��" d dated Provided: Construction shall be completed within threeyears of the date f hi ermit. All local conditions must be met. Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date� 1( I 0 - Board of Health 0 �l LA -= -� FORM 11 SOIL EVALUATOR FORN Page 1 of No.: Date: 4/26/02 COMMONWEALTH OF MASSACHUSETTS Barnstable , Massachusetts Performed By: Carmen E. Shay Date: 4/26/02 Witnessed By: Waiver- Per Barnstable BOH Location Address or #48 Sheryle's Way, Owners Name: Chester Yacek,3rd Marston Mills,MA Address: 48 Sheryl's Way,Marston Mills Lot# Map 45 Lot 54 MA 02648 New Construction : Repair : X Telephone Number: 508-648-5310 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 500 Year Flood Boundary: No ❑ Yes X❑ Within 500 Year Flood Boundary: No F—xl Yes ❑ Within 100 Year Flood Boundary: No FX I Yes ❑ Wetland Area: None Observed National Wetland Inventory Map (map Unit): Wetlands Consercancy Program Map (map unit): Current Water Resource Conditions (USGS): Month Range: Above Normal ❑ Normal 5_1 Below Normal ❑ Other References Reviewed: USGS Topographic Map DEP APPROVED FORM 12/7/95 FORM 11 — SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No.: #48 Sheryl's Way, Marston Mills, MA On -Site Review Deep Hole Number: #1 Date: 4/26/02 Time: 4:00 PM Weather: Sunny, Warm, 55OF 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 45' feet Drinking Water Well N/A feet Other N/A feet 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" — 6" A Sandy 10 YR 3/2 None Friable Loam 6" — 40" BW Sandy 10 YR 5/6 None Friable Loam 15% Gravel 40" — 60" C1 Sand 2.5 Y 6/6 None Fine Silty Sand, 5% gravel/cobbles, Loose 60" — 168" Cs Sand 2.5 Y 7/4 None Med. - Coarse Sand, 5% gravel/cobbles, Loose L -_I -_ I Parent Material (Geologic): Glacial Outwash Depth to Bedrock: N/A Depth to Groundwater: Standing Water in the Hole: None Weeping From Face: N/A Estimated Seasonal High Water Table 168"Assumed FORM 11 - SOIL EVALUATOR FORM Page 3 of 3 Location Address or Lot No.: #48 Sheryle's Way, Marston Mills, MA Method Used: Determination of Seasonal High Water Table ❑ Depth observed standing in Observation Hole: inches ❑ Depth weeping from side of Observation Hole: 168" inches (assumed) ❑ Depth to Soil Mottles: 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: 0 DEP APPROVED FORM 12/7/95 FORM 12 - .PERCOLATION TEST Location Address or Lot No.: #48 Sheryle's Way COMMONWEALTH OF MASSACHUSETTS Marston Mills , Massachusetts Percolation Test Date: 1/14/02 Time: 4:00 PM Observation Hole #: ##1 #1 Depth of Perc 60" Start Pre-soak 4:20 End Pre-soak 4:28 Time at 12" Will Not Hold 24 Gallon Presoak Same Time at 9 Time at 6" Time (9-6") Rate Min./inch < 2MP1 Assumed @ 60 " Same * Minimum of 1 percolation test must be performed in both the primary area AND reserve area. Performed By: Carmen E. Shay Witnessed By: Waiver per BOH Comments: Would Not Hold 24 Gallon Presoak - <2 MPI Assumed (a_ 60" Site Passed X Site Failed DEP APPROVED FORM 12/7/95 Sep-20-01 13: 52 BARNSTABLE HEALTH DEPT 5087906304 P.02 5125i01 NOTICE: This Form Is To Be Used For the Repair Of Failed Septic Systems Only. PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM 1, e hereby certify that the engineered plan signed by me dated 0 concerning the property located at 4P)_!5 AEMLES UR�—M- N1��S meets all of the following cntena� • This failed system is connected to a residential dwelling only. There are no commercial or business uses associated with the dwelling. • The soil is class!red as.CLASS I and the percolation cafe is less than or equal to 5 rrunutes per inch. The applicant may use historical data to conclude this fact or may conduct preliminary tests at the site without a health agent present. • There is no increase in flow and/or change in use proposed • There are no vanances requested or needed. • The bottom of the proposed leaching facility will not be located less than fourteen .(14) Feet above the maximum adjusted groundwater table elevation. (Adjust the groundwater table using the Frimptor method when applicable) Please complete the following: P.l Top of Ground Surface Elevation (using GIS information) S / B) G.W. Elevation ��_ + adjustment for high G.W.- Q•_LJ_ DCFFERENCE BETWEEN A and B �0 SiGNlED : (25� DATE: NOTICE , Based upon the above information, a repair pemut wil! be issued for bedrooms maximum. No additional bedrooms are authorized in the future without engineered septic �ystern plans. a:hc_Ilh folder.pcim mp Permit Number: Date: Completed by: I HIGH GROUNDWATER LEVEL COMPUTATION i Site Locations: 4g SHEQ.YLF.S C.JAY, Mf est-oa n%l<< Lot No. (� Owner: (2"t=IL'[Ee YAeQr VT Address: !SAME �+ G Contractor: S4FALz 9-nk)tc �XvnkcX Address:�D'� �oo�-� r C• `ti�Pt10�?��t�M� 01-453(o Notes. I STEP I Measure depth to water table r to nearest 1/10 tt. ....................... ..MFL..dal.`,?.................. Date Jam' O month day/year STEP 2 Using Water-Level Range Zone and Index Well Map locate isite and determine: 5Dw OAppropriate index well.................................................... d153 ©Water level range zone..................................................... VC i STEP 3 Using monthly report"Current Water Resources Conditions" determine current depth to water level for index well ........................... most oear �3 STEP 4 Using Table of Water-level Adjustments I for index well (STEP 2A),current depth to water level for index well (STEP 3), and water-level zone (STEP 28) 10� i determine water-level adjustment .......................................................................................... I STEP 5 Estimate depth to high water by subtracting the water• level adjustment (STEP 4) from measured depth to water levelat site(STEP 1) ............................................................................................................. r TOWN OF BARNSTABLE LOCATION i �v�� SEWAGE # VILLAGE ASS 'S MAP & LOT 0(4S-0S1 INSTALLER'S NAME&PHONE NO.���✓ SEPTIC TANK CAPACITY r LEACHING FACILITY: (type) ADD jr=jy� t NO. OF BEDROOMS .� BUILDER OR OWNER �I PERMTTDA COMPLIANCE DATE: S 13I L 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 r a Q�, 70 ' 05/06/2002 09:56 5085480796 CARMEN E SHAY ENVIRO PAGE 02 CAR1V1'EN E. SHAY (508"48.07% ENVIRONMENTAL,SERVICES,INC. P.O.Box 627,East Falmouth,MA 02536 May 6,2002 RE: Certification of Title V Septic System Installation: Residential Property—48 Sheryll's Way,Marston Mills,MA Dear Sir or Madam: On April 24,2002,Roger Roberts,Inc.was issued a permit to install a Title V Septic System at 48 Sheryll'e Way, Marston Mills, MA, based on a design drawn by Shay Environmental Services, Inc, dated,April 25, 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, CARMEIV E.SHAY ENVIRONMENTAL SERVICES,INC. N Of tif,Q S . CARMEN E. HAY 0. 1181 Carmen E. shay,R.S., C. a,S1IsV,�° President qN1 TAR%Aa -2, i -_...__. -- .... ..------- i I i cn i : II Existing house j deck `° New Addition lQc wiz` (eX�Sii tc�ck ,1 . . I G3-4 �. 3'11 14'10 - - � T O� ARN L LOCATION / /l VILLAGE . A `,�, ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO:, V T"' SEPTIC TANK CAPACITY /¢� Z,J.EACHING£FACILITY:(type) ' r4� S (size) ®iJ C 0'N0. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER � ` i BUILDER OR OWNER C9a--6 h, e A kJe c, 61- DATE PERMIT ISSUED: / - `; .a �; DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No � � yY ..� �` '' �� b� �j �� �• ;� 00 J ASSESSORS MAP NO: No. .".7.1 PARCEL NO.: g r Fx$.....7. .:.. THE COMMONWEALTH OF MASSACHUSETTS 70" �- `BOAR® Off` HEALTH/ .C�..A)............OF.........A...�.1'✓.�-�1�...�_/__�.................... Appliratiou for UhipogFal Workii Towitrurtion Vrrmit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at:yy �, .. ....... Zo Location-Add ess or Lot No - •-- O ner -� ��� Address W __ ,! r ....._.....•------- eVh Gi�V�t --•- � - Installer Address ��,/ _ U Type of Building Size Lot..7_�� .� --Sq. feet Dwelling—No. of Bedrooms.............-�___.._._.._.. Expansion Attic Garbage Grinder fil/d .............. No. of ersons............................ Showers — Cafeteria p., Other—Type of Building .............. p ( ) ( ) a' Other fixtures _________________________________ _ W Design Flow......1.1L9.........................gallons per person per day. Total daily flow.......... .34P._._..._......_.....ejlons. R; Septic Tank—Liquid capacity,l40,0.Ogallons Length_f 7:4 . Width-_-q... Diameter................ Depth_ __ .. W Disposal Trench—.\To:.................... Width...._........_...... Total Length..._........:..... Total leaching area___....._._.__------sq. ft. x . . Seepage Pit No----------/-------- Diameter.........16... Depth below inlet.......,_ ..... Total leaching area.a.4.2.sq. ft. Z Other Distribution box ( ) Dosing tank ( ) / aPercolation Test Results Performed by___. ° :__®��T ems.` ............................ Date........................................ 1 Test Pit No. 1..... ..0-kriinutes per inch Depth of Test Pit----- ....__. Depth to ground water------AI A.___.. Lr4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a+ /I-r--,------•--s-r•_--------•--------•--- •----------------•---•-•----------•--------'•--------""-•------•--- - O Description of Soil-- ------.... ---..... �- W --------------------------------------------------------- .............................................------ ------------------------------------••----------------------------------.-----------•-- 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 iiTr: 5 or the State Sanitary Code—The undersigned further agrees not to place the system in o eration until a Certm to of Compliance has been iss by the board of health. �u Signed --_. ... . .r • -- - ..............-----••.....••--•-.•••. /--•r.-..�_. D to Application Approved By......................... -------------` ........................... ------- {-- -' Dat� Application Disapproved for the following reasons:........................................................................................................ --------------------------------------•-•--------------------•-•----•-----------------.......-----------------•-•.............--••••------•------••------•-•---------•------•-••----r--- Permit No..... Z ...... Issued.................................. ------- ------- IV. 4 FBI& N .a...6. -7 1..............2. .............. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 7- rO-.Ul---IV.......OF..... ........................ Appliratiou for Dhipwial Works Tonarurtion ramit Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal System at: Lo-;1L ........... .................................................................................................. 0 Location-Address or Lot -y 14_ '0'X .................................... .......... .. ...................... -------- Owner Address > 4 9-Z/ .......4.0-------e4----s---------5----------------- lnsralftr— Olt a,V Address Pq 1� Type of Building Size Lot--YF2-4!5?•fl_----Sq. feet U .........3.........................Expansion Attic (eV6 Dwelling—No. of Bedrooms... Garbage Grinder kjo) 04 Other—Type of Building ............................ No. of persons............................ Showers Cafeteria 04 Other fixtures ............................................................... W ................... ------------------------------------------------------------------- 1� Design Flow.......././*.0........................gallons per person per day. Total daily flow.......... ................gallons. —Liquid'capacit, Depth-, /- Z/ 94 Septic Tank v/,000.gallons Length Diameter................ !C.....-- Disposal Trench—No..................... Width._.._............... Total Length................ Total leaching area-...................sq. f t. Seepage Pit No---------/-------- Diameter.....Z.6..... Depth below inlet.......4........ Total leaching area..2G.Z.sq. ft. Z Other Distribution box ( ) Dosing�nk ( ) , Percolation Test Results Performed by.__. al...twl........................ Date...._._...._._.__.._.._..._..__......._. Test Pit No. I....�.a--minutes per inch Depth of Test Pit.......6�...... Depth to ground water_._ .......... Test Pit No. 2................minutes per inch Depth of Test Pit........_.-......_.. Depth to ground water....................... ........................................................................................................I....................... --------------- 0 Description of Soil .. .. a 1.6......... /.......... ......... ..5(p ...........................T.....1.... ..U ............. . .... J0.............-0... ..-r -------------------------------------------------------------------------------------------------7..................................................................................................... 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'T'LE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in o eration until a Certificate of Compliance has been issued by the board of health. Signed------. ............ ........;,--- -- ------------------------------------------ --- Date Application Approved By...... ....... ....................... ........... ------------A D Application Disapproved for the following res2s:................................................................................................................ ......................................................................................................................................................................................................... Date PermitNo..... ? ----------------------- Issued.................................------------------------ ----- ------ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ......WA......................OF..... ................................. Tntifiratr of Tompliaurr THIS IS TO CERTIEY That the Inw-vidual ST age Dispo '1 1,System constructed or Repaired ------------------- ............... .......... ............................ by............�zq- - - ------ .... Installer .......tl------------------------------------------- at.Ji91...... - d ...................* . . -M----------*--------------------*" ----------------------------------------------I-------------------- has been installed in accordance with the provisibihs of TIT 5 of The State Sanitary Code-as-described injhe application for Disposal Works Construction Permit ......... dated------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARAN EE THAT YHE SYSTEM WILL FUNCTION SATISFACTORY. r—� DATE..................t4*-�4............................... Inspector.-------........................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .................. ......OF... rV >' .................... FEE... Disposal Wjarig—Tanstrv4l ia rm Vr I it Permission is hereby granted...... .............. . .................. ... ............. ...... ------------------------ to Constr�.ct or Repair an Individual Sewage ispo Syst at No..L.,,->.-.T.............:�6...... -----------M-,--m---------------------Street- S-z;-e;t------------------------------------------------------------------ ------------ '()- �!�- S- as shown on the application for Disposal Works Construction Permit No�................... Dated....L1.............)............... .......................... ...................................... jar'd-o-f-Health DATE........ .. ..............---------------------------- FORM 1255 HOBBS & WARREN. INC., PUBLISHERS 02?L1�/ ti a chimney height to �v O. 0 E be T-O"above(new)ridge E O 5:12 pitch O Z w U to match existing �_ 22 N fo CO y 12:12 pitch to match existing F T COp . U U existing skylight /beyond ❑ Erg ® ® © ® ,^ © 0 -fit Diu Q � N W J Ca W LEFT SIDE ELEVATION FRONT ELEVATION cn CU ZUJ L t>Y 1 � rn d c� W �G Co G V o Q � ,a :. Date: 1-25-10 FM Revisions: 2-2-10 i 6-3-10 REAR ELEVATION Note:These plans are for the sole purpose and use of Capizzi Home Improvement and are not to be distributed or used for construction other than by Capizzi Home Improvement. 8"conc.foundation wall on 16"x8"deep cont. u') cone.ftgs.@ 4'-0" anchor bolt pattern: � 6"from end and corner below grade pinned. 48"o.c. m Ca 0 0 to existing foundation(typ.) > O Cn U pinned to existing using o cc V ai L venting to code #4 rebar top of chimney E 3 to be @ 3'-0" 0 continuous ridge vent above(new)ridge 0 o Z cn cc - - - - - - •- - - - - - - - - - - - - - p rcode afterhangers _Simpson rm e - - N CD — — — — — — — — — — — — — — — — — — 2x12 ridge bd match existing pitch cis approx 5:12 �j U match existing pitch approx 12:12 2 Os Co 16"o.c. I I I I R-30 insulation I _ 30"x30"access to crawl 2x10s @ 16"o.c. continuo (note:verify location) R-30 insulation it vent(typ) 1/2"CDX ply 2x6 ceiling Z joists @ 16"o.c. J 2x4s @ 16"o.c. Z o I @ 16f oocr joists athing 0 R 13 ns lation n I (new) CLOSET c zo CRAWL SPACE o o — a� 2"poured concrete o L I dust cap JU 7 1 all trim,casings,rake,fascia N_O I I I in I I and soffit to be pre-primed I I I C�1 I I pine and to match existing o I I (existing) gutters and downspouts to FULL BASEMENT be.032 aluminum : - - T71 I I U Cn all interior partitions Z L I I I to be 2x4 WQco 2x10 floor joists U) I I @ 16"o.c.with w R-19 insulati p.t.2x6 sill z �; : I anchor bolts per code Y a N } ca 1 I CRAWL SPACE 8"poured concrete wall on 16"x8"deep poured concrete footings Ca 4'-0"below grade — — — — — — l — — — — — — — — — — — — 2"poured concrete dust Date: y + + } cap 1-25-10 — — — — — — — — — — — — — Revisions: 2-2-10 8' SECTION @PROPOSED 6-3-10 ADDITION FOUNDATION PLAN Note:These plans are for the sole purpose and use of Capizzi Home Improvement and are not 2 to be distributed or used for construction other than by Capizzi Home Improvement. C tf) new double-hung new double-hung relocate double-hung � o tn q to mato6ao(sting 11046DH exisking 11 °� from g Room shift a iflg d.h. C � a) _ CL o E o� � c � — OU) CL _ Cd U JLO 174 d � o U U ? � (e)cisting) CM rn co o� Cn �( � I L LAN_,,.. r Cl)Q76 m {new) Z ,. a 1) � chimney = a N d 3 E 12'-9 1/2" 2 E�5�0-TUEVSH W ER _ O MBO O o_ f II u_ _n Z O z_ O MASTER BEDROOM U i>; N t— Existing N I= cnU o Living Room (to be enlarged) Q CLOSET I � I1 ri 11'-9 1/2" LL remove existing 1 \�closets _ LU m U rn j E SING SKYLP HT Q CO u' CO T-9" (A_ LU m 4 Y cn V o 4 48"highCa Q io I? new ddOLLhung lit —ems matekt e�eis;rjg + + } 110W0H exasfing 110"Mi Date: 1-25-10 ADDITION FIRST FLOOR PLAN ADDITION Revisions: Note: 2-2-10 2 double-hurigs in(first floor)Living Room SECOND FLOOR PLAN 6-3-10 to be moved to(second floor)Master Bedroom 3 new Andersen double-hungs in(first floor)Living Room r 1 new window in(second floor)Master Bath Note:These plans are for the sole purpose and use of Capizzi Home Improvement and are not 3 to be distributed or used for construction other than by Capizzi Home Improvement. -111-1 - ---------I-- _ 1. � � I :�, , : I ,,� 11 11:. 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I I . I I I � - W- -- -W � I . �: ' ' r I . I � ,, I 11 I I I I . I I TOWN WATER _ � I I � � � �I 1, I I I I � I I L� , . I I , I , , I 11 I " I I fmN . . 11 I I! . .I . I . I I I I I � I I I I � I CATCH BASIN �, o/ � I I I 11, - I � I I 4 I I I . I I I - I I I � I 11 , I � . I . I . 1 . I " I I I r I I ;L7, I . . ,,�I � I � . I I 16� I <�3 FRAME 8i COVER SHALL BE I . ,, I I I � - I I �. I I I I G - - � � - I I - �,.I ' 'I � I . I . I � I . I I . . . . SET WITH MASONRY UNITS I 11 I I , _ I I I I I I I I . 1� -, I 11 I I I - . - I I I - I I I � I �, � I . I .. 1� I r . I � . � I I WHICH ARE TO BE MORTARED I ��. I I . I �, I � - CLEAN SAND7 . I I . - r I. I I I - I .;, I I � I I I I IN PLACE � I �l ", I ,%., I . I I - . I I I . - I I I 1.It I I r I I - I I . I I - I . I I I I I I I * '' 1. 11 .11 I . . I � 17 � I . 1 � � , - I I I � . I I �, I� I I i (_ __�-= .:L - - - - - - �_ - - - - 1 2" LAYER OF � I i! I � � . I I I I I I I I I I I . I t� I" ,� I I I I , I I .. 'i ., I I I. ALL WORKMANSHIP AND MATERIALS SHALL . I I I-_:, I I � I 1, ig I I . I � I I . I I I � 1/8"- 1/2" WASHED 1. 4 1 . I . I I . � I � " . . � I I I I . � 17 0- I . I I I � .. , " 'A ' ... . I CONFORM TO D.E.0,E. TITLE 5 AND - THE I 11 i - � I I I I I I I I 11 I I I I � . . . I STON E , . ': �I ��. . I � I 1. � . . I I � I .. I . ,.*. . I TOWN OF SA�W.5,14bl,S_RULES & REGULATIONS I I 'r �� I I % � I � I I I I . 11 I I � � I 11 I I I L I . I I I b FOR THE SUBSURFACE DISPOSAL OF SEWAGE . I I I - - � - , I I . � I I - I 1 _77 - I I I � . ,,,- I I . 1 � - - I I . I I I . . I I 0, I I � - I - I � � � I � I I I I L . _11 4. 1 (0 40 - . .1 11 I� I I I I I ,� � I I jr, - . - 2.ALL COVERS TO SANITARY UNI . � � I . "I I 11 I I - . . � , � I /Tr . 0 � �� � � I I � � I I I I 1 (5 . ;= I I BROUGHT TO WITHIN 1210 OF FINISHED GRADE �! 1 , I I � . .1; I I I I I I I -ill 'L. = - � . � I . � I I � . .4 -11 I � I I I .1 I � � I I � I I - - - . I I � 6, I I I , . � � I . 0 11 ; 4: - I � � � I I I I . I I I I I � . � . I I - . . ..� 3/411- 1 1/2" - 3.EXISTING AND FINAL GRADES SHALL REMAIN . 1 4 ,�l 1 .I . . I I I I I I I I . I I I I I I - �. I I . I I L () w 7 1 . I I I . I 't, I I I . I I � I 11 I I . . 1, I I 11 . I I I . I I I . _ I- 0 . = I>= . u v 11 I .ESSENTIALLY THE SAME I I �_. ,. I . I I I I , I. I 11 I I . I I I . I I I I . 11 I, lz � I I I I ,. I 11 I I r I . I 11 - -_ -% I I I I I . � .-I- '� 1 6 - �_*_ _ � I . I . I . 1. I I I .0 , I 0 - 1 __s6 _,__l I it, , , " � I A I I � -114 � . !, j Q ia_ 6 1 -1� � 4. NO DETERMINATION HAS BEEN 'MADE BY THIS I ,3, 1 . I .11 , � � 1. I � I - I I .� i uJ lui - I I I .�� -1 1, 1 r � .11 11 . . I . 1 I I I �\ I I . . I � U-to = . OFFICE AS' TO COMPLIANCE- WITH `-�TOWN � - .. " : I I . I I � . I -. - I .1 u_ ,, PRECAST CEACHING ,�_=., - - - ---.--�- - - - - - - - - - - ,� T., I � I�� I - I I I I � I I I . I ''I It - I . I � �, I . I I I . I L_ I __ - . 11 . . 6 . . I I ZONING REGULATIONS. OWNER / APPLICANT IS , I I -1 � . I . I . I I " I I - " - 'BASIN - OR EQUIV- - - - I I . � D -1 I . I I t I 1 '35 . 11 1\ . � - if uj - . ,.", I . I . . I I I -, , ' -- � , I I I I I I I I I I . � �� " � "t I � I I � L - - I - I - _ 11 6 0 , - I TO OBTAIN SUCH DETERMiNATION_ FROM - ' I 1 . I I � . I . I . � I � . � � � I , I I . I . I I 1-11 4___ 1 1 1 1 1 � � I � � � I . - ,_, � �, 11 . I 0 0 I I � � I � , . . A2. COVER . APPROPRIATE AUTHORITY. " 11 I 11 I '' . I I "�� � . A I - � . \_ 24" DI S _/ � I ... 1,� I '11, I I 4 I 1: _�� . 1�� ,- `�A��, . m . 10 I r - f . ' I I - . I I � . I � 11 %� I -1-i ./* ,11�� ,.",-�� - � . . - I . f . I I . I . � � I � I _C)T� � - � . �) 11 ,,'' ,;,I . i� - 4 1 1 l, I ,� I I I I I I I .. __ . `�P .,,� ,� ,,,, � I . . I 1 I , 5. THIS ' PLAN IS VALID ONL�f IF 'IT 'IS STAMPED I I � ___� ---' �4 ,,-- I ....�-Z',,Yix,�;�,Z -� I t I i "I I 111 �. , � �c � � I . I . I � I . , I �l I [ I �gp - I lz - 0 AND , SIGNED IN RED. THIS OFFICE ASSUMES ' ,;,: � I / *".��L� I, I , , PLAN � VIEW ' , � I 1, � I I . I I ; _-, , ._1 I �I'll I � � - G -:) 4 e�) . � , 1, ____�"` -,2.-�, I 11 . I � 11 I I I . I � � f I I I . ;,.;. ___/ � - It- - �- I . � I . -gs--, N-.1 I I I I ,�!tl I . I I I � .,- - I I � I I I I �- . � I . � - '' 1. , I-l-c:.,,7 / � ., 1,I . I ! I � NO RESPONSIBILITY FOR INFORMATION CONTAINED , 1, . � � ,�l �� �� , . I . ' ' I : 1 . . - 1 , -"\ -," le .�'_ I I I / I . -I- I I I I I � I � I I � I � , "' �/., ) ��::�. I - I I .� . . I I I -- I 11 . I ivllt'�:ll " / . � � I __`�- I- ON COPIES WHICH DO NOT HAVE 'ORIGINA � I , I � I I I . � , . .11, I . _cx 1p I I I - - , I I , I z 15 4F'� - . , .? I FRAMES & COVERS SHALL L 1 . I _ , , ., .t I . : 5, . I I I � � ''. � � � � � . t.rl , I I I I t. ,, . , c I � � �, 11 111. , I _� I ,�, I BE I 0 _!!� -.11.1 . I . I I � I .. I - L I I I - , , m, 1. 11 I . I 11 ..� I I I SET WITH MASONRY UNITS . 1 � , 11 ,_-�'I:i ,�- I I � I I - I I I \ , , "� " � - I "I" ,/ � 'S . I - I �l STAMPS AND SIGNATURES I � I I � I ,. �1� I I � . I I I � �," ,�'�, _%, I . I I I I "I I � WHIC . I I . I I . I . �_, ." I H ARE TO BE MORTARED - I 1! I ..1-1 _�,��O�l I I I "'t" .�/ . � * � � I - 1. e I .1 I 1 . "I j,-, . I �� 11 I I ___ll , - - I 1-1 I ".� � I t 6. ALL COMPONENTS OF THE SANITARY SYSTEM I - . q_ I I I I o . . I f_'- �,�,�, I I .1-1 � I I ,%o�-k 1A T-, i�pJ'Af-uw IN PLACE � �, , . � i � �1_" I I I I I . I I . � I 71 * . SHALL BE CAPABLE OF 'WITHSTANDING H-10 I .1 , I .1 0 . " ,,;��, '*1_1 , * "Ill I i � . I � �-_,"," I ;I '. lo I I I .I I �� 4___',�,T.,��,-,�,r � I , 11 _� I-, I I . "l. � . ! '',''' --_r ____ I UNLESS THEY ARE UNDER OR WITHIN � .. �: I I I " ,� " " I 11 I � . : . 7..... j - I I I ,��I'" 4., . �: '... I b*: �: � . . .1 I ,o, ,,, k,"��;_,:`,�� 1� ___ - ___ I �� I. � ,� '�*:l . -A�, .... Ij LEACHING PIT DETAIL ' .. � �� 1__" : �l � 1, I I . f . . . - .:. I . - I 1�1 Ir I I ��,, I 1, . .. ' . . iD. . . 7 . I . I 11 . I I 1 4,� f', .1 , .I-t I I 0 1 . � I I I , I INLET ..,h. I I c:l I 10 FT OF DRIVES OR PARKING AREAS. H-20 1, I� I 11 I ' , � . I . I � I I I x I �,�� - I I I 'o � ,�:,! I I .. 3 MIN. �,.- OUTLET NOT TO SCAII E 1. I .1 � - . -1 . I .,11 . , I . I t.I I . � � I I , � �. ',-,- -- I LOADING SHALL BE USED UNDER OR WITHIN ,� I I lylo, \:'�� � , ___;� - - . � - I � I I I , I - � . I I 0 _ 0 ,t I I � . 1 " I 1_,�'l mp 6"MIN, FLOW LINE I I I � :j . I I . . , I ,I : ll,� vo I . - ----:Om- REMOVEABLE COVER 1, -1 , "' . � I I I I�' 4* .111 , I I ,�!�r t t I I , -1 It � ta r,�t, I o X . 1�1 I I I _A, 1,> - - - 10 FT .OF DRIVES OR PARKING AREAS I I I � I - . 11 I I 1 . � 1,"Ill,"' I � � f 2" MIN. I I � � � � I I I I 11 I I I I .o.* I LET PIP S , V- o', . OUT � � I � �j ,,��;� , I . I " I � � I � ��, ! .b". I I - - _ � " . � � - ..-I I I :-- - 'L . � I . . 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L a veyors - I? - "I 1� I �, , �_t 11 �l , 11 11 I 1. ,,,, �� . . . , I 'll., I I \� 11 , I I I I � � I . -1-1 * n d Sur eg S anitariGns I I I I I - I I I 11 11. I - I L I . I I . I I � I -E 134 - UNIT 2 - P 0. BOX 2,37 , I I �I� - I, . I I �x . I I I I I I - - I - I -.-.* I : t� r- F,0t^ '�O.Iil�Z�Sq� �, P\�'J'D �:Z�?-, ,,�-_r__N o-�, 1 f I I I I DESIGN CALCULATIONS R F_11A c:I\J 'V- 35 /?007 1 (I , 0 1 1 1 � I I .1 I i .1 . . ..--,* I % I I. I I I I � 'IN I j I I �I I -1-1 I . I ''I. I I I . . -, I . I I I - I -e s-r - P�,?,o Ql,.s�) L_'eq��(.V-�vt,�Cn , -f\c - SOUTH DENNIS- NA. . I let;_.!!.�&_!;:� 117 lc-_ I � I I 17 -I r r -\ k.-i '�* \Z;r, fl,'' I � V�V::�q 17. , I I I I 1 .11 I I I .,. 't.t - I �� , , : , \�o . I I I I . .I , '> 11 I I -0.11, I ,;� I I I I _,t��,,v �l � I I � "' ' I I I I I � --� T4\71r- �� I . I I I lll�. I� � I' ll ,� I I . I 11 .�` � NUM13ER OF BEDROOMS - I -_ .1 I . ; � . . - I I . � I - I I I ,� � I I I _1 . I I 11 ,� I I 11 I I I I z � . I I . I . I Z" ., - I I . I,-,'. I I I I I GAR13AGE DISPOSAL UNIT I tin - I I I I I I I I I I � e I I I I I I I I . I 11 I I ",, 7 � � I I I I I ool�;�_� . . . ,� � I 11 - 11, . I I ., I I I I � It !, , , . � I I I - I I I 11 I �_�_, . I ___l I I I I TOTAL ESTIMATED ' FLOW 2 I . .., I I -�.I . I "� I 1 I I. � ,,� � ., "I , I . I I I � � I � �---' ,- I ,-0., I . � I 3 ' BR. )' 3 F2 CD I I - - I I I, - - 1. - ___�- I � � ( 110 GAL/BR./DAYx za .GAL./DAY 11 I 11 I . ! _. I I � I . I I I . � . I I 1. � I I I I I I � I I , ,- ., . I I � I I I I I I . � I - , 1 , � - I , I I I I I I I I I . . I � 1 4 9 5 . .1 ; li I � . � I GAL. �l - I � I � I 11 I I � I I I . REQUIRED SEPTIC TANK CAPACITY - I I " .. , I . 1 II . I I I I I I� � - - I ., I ; . I I � . � I� I : � . I I � I - �I I� � I I I I ., I - 1 � . I I I 1, I � I . I I I ACTUAL SIIZE OF , SEPTIC TAN K , , I 0 10, (2.G A L. I � : : . . I � I � I �` " I , I I . , � � .1� � I . 1. I 11 , . I I I � I I . . I II I I . I I � I . � I I I I I il I � . I I � . I I I I . I I � I LEACHING AREA REQUIREMENTS � I .,Z�.;�,-�. I I tl- �l - � I � I I I . I- ;. - . . � ; '111� I I I I . I I 11 I ' I I i, I,1� . I � � . I . I - I. . I I . I I . I I ;` � � I I I I 1� I � : I I I � . I � SIDEWAILL AREAL2AS�' GAL./S.F �k OF Af I I � I I., . f, I I I I I � I I � I I I I � I I ., �I I BOTTON4 AREA _.L�. GAL./S.F. � �, I . I I �. . I .1 I I . I . . � I I d . 1 I I � I I . - I �:,N OF Al4ss /�,t\� I I . � I I I I � . � � , I I � I 1� '9 . , N� le, REVISIONS I I - �`�'' . , LEACHING CAPACITY ( BOTTOM SIDEWALL) - L5-�t- �j_l_GAL. ,,,:� ' - I - " , I � I I . I I I ,I- . . � � I t TI!i? I tAOT� 'k� . , I I . I I I I llsplilKoQ_"r_'l ,_�,F.K cr o Vr 1, � I . 1101- . . I '. I-'P- RICHARD If, � I I I . . 1� - 1;`1 I 'l . I I I I (a x E, 5 -m �;4-�.-j -,.;, JAMES :_:� 1 '4?V�*4� � _ Tr, A ;2�- Y, I . + 7, I.'% 0 x I � ,z, RICHW - .7,:�_z $ � I . . I � � I I - --1;6-7--,: 'r op t=:Pc.�w I I t- I SCALE; _) \� = DATE: I I � 1-L I D-Q E , 7-0 . I i � . I I I I _- , J. * ;:,- ,1�� EARM (11!i -.2� - 'I," I I I I I. I . I I . I I I I I I �,I z , 11 -694 1 ..,C �_ t) .A�J�%_�-�_-_s V.,I 1)a co � � � 1, I � I - . __'S 16' C, 0,HEAR az 1, - v I ll� ��l -9-t-7-1-G A L. � .'111 I I . . . I I � I . RESERVE ILEACHING CAPACITY I __r 1_1 , i I '11'. I I � I I � I ,I I I I I I I I k? , - - , I I I I � � I I t4o. 278 - _ ,. 1� I I � � - I I 1 , DR. BY: APPD. BY . '� I I I I I I 1. 11 � - 1, 1%* - I 1� R.O// � I I " I I � �. . . I � I I . I I I c1sl I . -1 v IE�zl% I I I I, .,�� I I I I I I - � 11 . I -", mv�' J 0 1p_ c l\v I I � � I I I , (I I �, , : � I I I I ,�� ,,, . i a. , ,� � , , , . , i , i I I I . j . ,, i,� 1 � k � . I . . . . � � � � , 0 �Ii -� I I 11 I . . I � I A t � �l I I � 1; j .- - I I I �� � � f I I I I � I I " I I I � I . I ,11 I.."', JOB NO.- I I I - I I I I . �I I I . I I I - I . I I - I . . I I 4-�If��111,�_, , 11 I , , , I I . � 11 I I I %�__ . , , ,-_�_�m I SHEET _IL OF ,---�_ , �:�', , . � I I I I �, I I i I I � I r....... 8 t!:� - -t-,� o 0 : � ''I . ,� I I I . I I I .� I I : 1 ''. . . I I . I � � - I � "I I - 11 I �_ 111. � . ,-, " ��, , , 1. I � I I � � I I ,� I � I I '.I � I . I I I I I I I . � I . I I I I I � � I I I � . � I . I I I . . . � �11 - , � � I� .1 I , I I I I I � I . I I I I r .�� I .1 11 ''I � �_l I � "I 11 I . I . I I �. . .11 I I / 1 . 11 � �l . � � I I I I I I I I I ,. I I I � I I . I � � I � I . ,.� � ,, �' ; ,* I �__ � - I � I I goommemom� . I � I I I .1, I . I . . � I - I 1. / I I� FORM 11/6/ 85 1 1 . ,I� 'I ', I I ,co I I I - A�_` I , 7 ,o "I I - - - - - - - - r_=-,_ , , ?!��F 7 1 �l �� 1, . �I - � � . I . I � . I I'll I.I 1, �I I I I �� I I I . I �� I I I I I � I I I I �. 1 4 �. � . I . I I . I I I I I . . I I tI - . �I I I I . I . . I . I I I : I I I � I � I I -, I,'' :' I .-, I I I . I� I I I I I I � I. . � � . . � 11 � I I ,�,,,:.'' , , I . � I I t I I � � I � I I , I I I . � I I . I , I � . � , I :_ I I . . I . I I I I I , I I I I 1, I . I I I I I 1. I I . "I, I I� I � . . I I I 1,1, - I I I � ,� I I � . I I I .11 I I .� . � I I.1, I . I I I I � I I I I 11 � I � � . 11 � I ,t� �� , - ., � I I . I I I ". I I I � I � I I� I I I I I ". � . I I I I I I I I � 11 I I - � F - , , , � I I .I I I I I L I �: I - I I I � I . '' . � il. . . � I � I 1. I 1, I I I .1 I I I I I . I 1� I . 1, 1. � I . I I -1 . I I I I � I . 11 I I , . I �,`���" I 11 I I I. I, I I I , I I � � .I I � I - I I I I ��_� � I .� , , . I I I , �. I - I I � - I I I I I I I I � . I � I I I I . I . '. I , "I I �t� .,1, I � 11 I . ,� I� I .I I 1. � � � � � I . . .1 I I . I I - 1, I I I I I I " �''. I I I I I � I . . � I 1, . I I � I I . I � :I "I -I �, - . I . I � , �I 11 � L�, I I I I � I I I I � . �,,I . " il��� I I � �, I I I " : I I . �1 I � , � ,,, , r t , ,�, �,� - . � I I� I I I I I I I I I �l . I I I , I q,� I I I . �11 � �,� , ,�, . I." 11 , - I I�l 11 I . I 1. : -, - , . � - e-� � '' � - � I � I . � �- - ". I I I I I � - � I 4 . . 11 . � , I I � I � I . .� I � I � . , 0 I I � r I �_: � I , � a.I,I-'�� �..,I "', "I:'I, I ,I,I,1, , . - c'� � � : : : -' -�._ ' -4�,j','; ' 1� _� ' I �_ I�� . , ,I- I " . � � I :" .: '. "� ' , , ., " ,�� ,�"g ,*, *, . 1, "� I.1, I I I . ."I'l,-,: ,� 0 .:I I � � � I I I I I � I � I 11 I� I . , �, I 11 � I � �.% I " ,� - 11 I I r I ,�-�..-�,-�.--,-�---,--,.--,�",� -I,-- � - I I I 1�,lll I -- - . -I . I I I �I -1�I-I- I 1 I I I __ - I——111 ----.1. _I_-- " � ---� _____ -,,- , I I I -1 I I "" - , I � � I � I I I 11 .- I I __ , . I I I 1, � . , ,I . I � __ �' '�l I -��,, ".11., � �%",',' , ' - ' '�14' V�, � I �111111� - , I � . � I - , - - I I , 1, , , �_'. "� � - - - - , ,- I 1. I � I �. 1 �o .1 I . I I I . I, �, ,_ I � 1, , , 1� ,�� :��6�� , �, , ,, 1.� 1 .1 � I I � � � ; I I i � � � � : i I � � � i I � � � ; T _ I a P PERCOLATION TEST ,D' min: from VENT PIPE o Loost 24 inches toll, N �yAl 1 Schedule 40 PVC ie/Chorcoot Oda Fitter 2-Ir DIAML ACCESS uArNOtES 9 J Q Ex isting Foundation I-h;,se to septic tank *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. SECTION A -A 9 r t'Septic lank co.e s must be e G 4 T.O.F. dev. - ,oD.Oo , within sin. or finished grade PROFILE VIEW OF ADDITION TO LEACHING SYSTEM i Date of Percolation Test: APRIL 26, 2002 croft oar S.*tK Twk - 97.85 Croft over D-&x- 0.25 We c-w SAS -le 25 ACCESS COVERS OF SEPTIC TANK 70 BE Test Performed By. CARMEN E. SHAY, R.S., C.S.E. 3- of 1/8' - 1/2" washed Peostone :,°� 'a :°s-. :.+t d- :j--=-',� " ' A RAISED WITH THE APPROPRIATE RISER TO WITHIN Q Results Witnessed By. WAIVER f / 3/4' to 1 1/2 ' Washed Crushed Stone ;' 6- OF THE EXISTING GRADE AS PER TITLE V. ASA MEIGS Excavator: Shay Environmental Services, Inc. s . 0.02 3 HOE - y SCHOOL STREET 4 _ 1 : THE ACCESS COVERS FOR THE SEPTIC TANK, a A SITE 10 DtST. 90X Percolation Rate Less Than 2 min.finch S-0.02 3 ypx y„r e.er Top of SAS Elty. -93. WLET DISTRIBUTION BOX AND LEACHING CQMPONENT Ex15T, PIPE T EXIST. 1,000 GA FROM FOUNDATION w _ - SEPTIC TANK 7D' .010' per Mot a Effective 0°V ` /pp:! OUT T GRADEESHAL BENRAISED TOEWITHNL IN 1r12HOF i N H-10 hn is ' 1� 1 FINISHED GRADE. t^ y n 0 9 r7 -.. 1 { INSTALL Test Hole CONCRETE FULL rama.T�+-� W ^'. ..,..,f - .,. .ti .r.,, NS ALL TUF T1TE GAS BAFFLES OR EQUALS < i A 8 y S 3 Units a ts25' - Iazs LOCUS MAP d RIVER BOG ROAD No. .1 � � � STEEL REINFORCED PRECAST CONCRETE DEPTH SOILS ELEV. SYSTEM PROFILE 'v 'u q Q g ,25' 18.75' 3.25' V = 2000' +/- o ss.25 Not to Scale 6 a' 4.3 4' PLAN VIEW Sand c c o t2' j Effective Length 3-24- REttWVADtE COVERS Y - Loom EFF 9 I GENERAL NOTES 6 •np 3 4'-1 1 r . :..:-.. -•r.. 4- 1. Contractor is responsible for Digsofe notification 10 `rR 3/2 / / -` a+ �� SOIL ABSORPTION SYSTEM (SAS) - c acted stone I O min tltw oneo :r• rD 0'-6' A 97.75 CULTEC MODEL RECHARGER 330 (H-20 LOADING)/ SHOREY PRECASTE „SET N �r mim. inlet to outlet r :? 'r "1ET J w and protection of all underground utilities and pipes. @Qitstro_s!_TsttMats_f_E1ce-dtDD--- 1;q - WILET 2. The septic„tank and distribution box shall be set Sandy (OR EQUIVALENT) k M level on 6 of 3/4 -1 1/2 stone. Loom Not to Scale s -r �¢ t- s -r 3. Bockfill should be clean sond or grovel with no 10 vR 5/6 ! ' 1'-0•min. stones over 3" in size. 6-- 40- B■ 95.00 NOTE: OVERALL HEIGHT OF INFILTRATOR IS 30.5" / EFFECTIVE HEIGHT IS 24- � � o..ta.. LIWW depth Fine Sety FOUNDATION 10' SEPT TANK . '70t D-BOX • w-15' - LEACHING FACILITY 1 ? 4. This system is subject to inspection during installation by Carmen E. Shay - Environmental Services, Inc. 5. The contractor shall install this system in accordance Sand `' with Title V of the Mossachusetts state code, the approved plan 40"-60' C, 93.25, ea'-0' 4' -10- and Loco} Regulations. Med-Coorse CROSS; SECTION END-SECTION 6. If, during installation the contractor encounters any Sand i) n so conditions or site conditions h r different d ons that ff n as d ee t 2.5 r 7/3 from those shown n h it in o the so log tx our design g 60--168- C, 4.00 l USE EXISTIING 1000 GALLON H- 10 SEPTIC TANK installation must halt & immediate notification be made to Carmen E. Shay - Environmental Services, Inc. NOT TO SCALE 7. No vehicle or heavy machinery shall drive over the septic system 'unless noted as H-20 septic components. 8. Install Tuf-Tite gas baffles or equals on all outlet tee ends. 9. All Distribution Lines shall be 4" diameter Sch. 40 NSF PVC pipes. Perc Ott 10. All solid piping, tees & fittings shall be 4" diameter Depth to Perc: 60" to 78" Schedule 40 NSF PVC pipes with water tight joints. Perc Rateer min./inch (In C-2 Layer) 11. SITE and Surrounding Properties Within 150' ARE Groundwater Not Observed No Observed ESHWT I 66 ALL CONNECTED to Municipal Water. ADJUSTED H2O Elev. = None I -� N 30d 2 NOTE: THE PROPERTY LINES ARE APPROXIMATE AND COMPILED FROM THE SURVEY PLAN GENERATED By R.J. O'HEARN, INC. of SOUTH DENNIS. MA -- 98 ENTITLED PLAN OF LAND W MARSTON MILLS, BARNSTABLE, MA" - - - DATED OCTOBER 25, 1985 & THE DEED DESCRIPTION . FROM - BOOK 5527 PAGE 322 (BARNSTABLE REGISTRY OF DEEDS) AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN 74.08 --- IT THE SHOULD U D BE USETEM INSTALLATION. LOTPURPOSE OTHER THAN LOT #3 NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE FROM THE EXISTING SEPTIC SYSTEM TO BE DISPOSED / 47,f9f Square Feet +/- OF AS PER BOARD OF HEALTH SPECIFICATIONS, EXISTING FAILED LEACH PIT TO BE PUMPED DRY & FILLED WITH CLEAN FILL MATERIAL. / ASSESSORS MAP - 45 LOT - #054 ZONING - RESIDENTIAL FLOOD ZONE C TF`ir:P_ ARE NO.NIETLANDS LOCATED WITHIN A 200' RADIUS 97� OF THE SITED SEPTIC SYSTEM FOR 48 SHERYLE'S LANE. to � z' ALL Ot1TLET PIPES MALL ThE LEGEND 1 SSEET LEVEL FOR ATMOUTION BOX SLEAST�2 FT. 12' CANCRETf COVER TEST HOLE #1 y 1 yn 3- S-OUTLET ` 1 t ELEV.= 96.25 i'" - KNOCKOUTS 8X0 DENOTES PROPOSED x `�\ ; �` .^. . ` , -`' `/•-tSS• OUTLET h"h 12- O&n SPOT GRADE x 104.46 DENOTES EXISTING s 4 - SCH. 40 T ;LTs SPOT GRADE _ PLAN SECTION CROSS-SECTION PL PROPERTY LINE 47 3 HOLE DISTRIBUTION BOX { - PROPOSED CONTOUR NOT TO SCALE tt \\ 97- - - - - -97 EXISTING CONTOUR 1Desian Calculations DEEP PEST HOLE & I PERCOLATION TEST LOCATION I 96--_ --�\ \`\ Number of Bedrooms: 2 Egkvivolent to 220 Gal./Day (330 Gal./Day Min. per Title V) -_ FENCE 1�0I i \ ` Garbage Grinder: No r �/ \�t t0 Leaching Capacity Proposed: 330 Gol./Doy Minimum (Min. Per Title V) Itott ' Septic Tank : - 2 x 220 Gall./Day = 440 USE 1,500 GAL. Septic Tank. PRIVATE DRINKING WATER WELL i ``\ % `� 00 SOIL ABSORPTION AREA: Usiing percolation rate of <2 min./inch __- /` Exist. 1000 t� M Bottom Area: 0.74 gol/stq. ft. x 288 sq, ft. = 213.12 gallons REVISIONS Got. Septic Tonk Failed Sidewotl Area: 0.74 gol./ssq. ft. x 164 sq. ft. = 121.36 gallons Providing-, 334.48 gallons Leach Pit i1 9 N0. DATE: DEFINITION I Use: (4) HIGH CAPACITY CUILTEC 125 CHAMBERS, HAVING A 1' EFFECTIVE DEPTH, PROJECT BENCH MARK- `Q-' 1 (2.5' W x 6.25' L) TO BE USED WITH 3.25' OF WASHED STONE ON THE SIDES, TOP OF FOUNDATION ROOM DECK 3.50' OF WASHED STOVE ON THE ENDS, AND 1 FOOT OF STONE BENEATH ENTIRE SAS. ELEV. = 100.00 (Assumed) ON PILES 1 � t } / 1 / 1 EXISTING GARAGE tt / 3 BEDROOM SLAB 1 % HOUSE, `. PREPARED FOR - SUBSURFACEPROPOS ED SEWAGE DISPOSAL SYSTEM OF ----------ss;-----------•�--- ----- 48 SHERYLE'S WAY MR . CHESTER YACEK, 3rd MARSTONS MILLS, MA 911/ V) 48 SHERYLE'S WAY T_ Ll r------------------- --- --------- ---------- `-- -----97 ��TNOq, PREPARED BY: _ __ _ _ MARSTONS MILLS, MA 02648 96--- ----- _-22.76 "--------1_____---- 127.24�-------- --------- -------------------- --__-_9B �o=v� CARME s 1��R1'i1 �N SHAY L - DY rn ENVIRONMENTAL SERVICES, INC. � R � 219.63 S 12d 57' 53" E 0. 1181 s s A� EAST FALMOUTH MA 02536 0 20 40 50 qG/ TE��° 34 THATCHERS LANE •. NITAR WA Y SCALE: 1 "=20' (50 FOOT RIGHT OF WAY) TEL/FAx 508-548-0796 SCALE: 1"=20' DRAWN BY: CES DATE: APRIL 29, 2002 PROJECT#SD-308 FILENAME. SD308PP.DWG SHEET 1 OF 1