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HomeMy WebLinkAbout0054 WOODVALE LANE - Health 54 `VVoodvale Avenue Centerville A= 1 90 -183 i S M E A D No.H163OR UPC 10259 smead.com • Made in USA 0 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map i��0 . Parcel I�.3 Application #0'/Jz 3o � 7 y Health Division Date Issued Conservation Division Application Fee 'a Planning Dept. Permit Fee t Date Definitive Plan ApproVed by Planning Board y s Historic- OKH — Preservation/ Hyannis Project Street Address Wwau VA-L c- 1.,&IC Village C&W_TG_ \1 t L-L E Owner L A . CrvtL_ya n/ Address S Wzany/kLF l ,t,�F TeleTelephone— p cs oS R Permit Request ��rn ���-t �tIP E��2T i�1 �it�`r Y►'�� ,r� tto us C= OCL0 Pt E:p T3 � a' d w.N GK AWp �a �� r✓ EA*\n L'�y APf1-c2-�nti �+J-t-ic� �ksc N h cc—J R xX�b bU 4 AAp L b► V 1 vd L AJ 2 a C- C 0 uLS 1 V Square feet: 1 st floor: existing proposed 2nd floor: existing ploposed a Totaf new 34 I Zoning District Flood Plain Groundwater Overlay r Project Valuation ' I ;D Construction Type Lot Size I Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. I Dwelling Type: Single Family I. Two Family ❑ Multi-Family (# units) Age of Existing Structure y t Lirs Historic House: O Yes I$No On Old King's Highway:, ❑Yes XNo Basement Type: ❑ Full ❑ Crawl XWalkout ZOther (� 1 ica Basement Finished Area (sq.ft.) 'V _ f Basement Unfinished Area (sq.ft) 14 4 51� Number of Baths: Full: existing : ' new Half: existing new Number of Bedrooms: existing —new ! Total.Room Count(not including baths): existing I2_ new First Floor Room Count Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑ Other Central Air: Yes ❑ No Fireplaces: Existing X New Existing wood/coal stove: 0 Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size — Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed!❑ existing ❑ new size — Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded Cl Commercial ❑Yes allo If yes, site plans review# Current Use d <. 4w"/ Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name y spa i✓ Telephone Number 67 1`7 -733 00 Address 54 W p nb til ALe7 t'ItilOE License# Home Improvement Contractor# Email:U'�C�IY� otrr�o Cw1 s�1 �vl Worker's Compensation # ' rna, o co W\, ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE �� b� C�v� DATE 12 : 04 I'3 YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates(cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to.operate.) You must first obtain the necessary signatUr-es on this form at. 200 Maim St., Hyannis. Iake the completed forn-1 to the Jown Clerk's Office, 1st. Fl., 367 Main St., Hyanrnc,, MA 02601 Crown Hall.) and get the Business Certificate that is required by lavv_ DATE: 1i"Z' -?3 Fill in please: APPLICANT'S YOUR NAME/S: CAaQ i-- n� BUSINESS YOUR HOME ADDRESS: S t'yy�w,4-L-E t_A--(IJ4 r r„ Ci=Jll-t t=�2 I L LC FVl f D 2� 3 y TELEPHONE # Home Telephone Number NAME OF CORPORATION: NAME OF NEW'BUSINESS_ o fZ7 o N C 2 nl 504;T�wp Cr TYPE OF BUSINESS IS THIS A HOME OCCUPATION? .YES NO ADDRESS OF BUSINESS 54 Wo D A-Lt5` LAsdt. C t✓2yT_Q J i-Cnn/k, MAP/PARCEL NUMBER I Q O� (Assessing) When starting a new business there are several things you,must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. - (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMMISSIONER'S OFFICE This individual has been informed of any permit requirements that pertain to this type of business. Authorized Signature** COMMENTS: 2. BOARD OF HEALTH This individual had been i rm d of the permit requirements that pertain to this type of business. Authorized Signature* COMMENTS: 3. CONSUMER AFFAIRS(LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature* COMMENTS: f - - Town of Barnstabit Regulatory Services Tllaaams F.(Mier, 01maor rublk Health J, jvblaean Theems McKsam, Director BM Malty Sft MYONDI&MA 03"1 Osat,�: •�s 2-s 8 Fax: 5011-79p-6304 ll3a ?JI sq%mgs Fermi P���`q g�-Also is MopuParcel Installer. is �-4 c. Sj c 6 �`; t9atsttmllcrt aas;suc systctrs at . 7f �d v-I e- G, basted onadesip drawn by tdarst�:�trt 1 cereals' that the septic: system referenced above was Insttalled sihovmially accot'dins to +;roc dr sign, wtuch may include ftnor approved changes such iss .antral m ocadon of the distribution boa and.-Or septic taa* 1 4eetif than tha septic system retereiced ab,-,wr was installed with nwjor chaatr s 0 r. Sreaater than 19, lateral relocation of the SAS 0.. any vertical relocabon of any c n! of the se'avr:c system) but in accordance wi!h State Local Regu4mdonas. Plan revitslan or -at!rtifed as-bui8t by dcsiSim to follow. w' PETE.R T. u r WENTEE j itnstaller"s 5i�rtattare) _ 1I� CIVIL !I t 4 NO.35109 i$ner's t$rtaatu j_.___ (AMx Ekilper s Sump Here) tstaer•a�sbtaa���•��at at�e���,•t� �� x�as� �.. w�� ��� €�• h4a�'r4,'4�o�as'f&��as«r('�i'Na6C�tra't iyrerti t.xA-ikd d:x �r o 14 ... .. ., ...w�,. , .........da.........,w.*wuwa>nanu.,x rGUFnrr�Nr�...... ._.�.. _ rK ,L;,.•mP .ar>e n Q Ise, i e F � Y c�aor i 513 c J1Za0vV\ �okoo lr ` I : I� 0 t go Cav ill l�r fty1n. (p , 3 S9 {lk�h t s 8 ; J � � s rj ee4AAr,e,)vv-- oe)wo t1 s i DODY aw,LA —©O VA z. Rec, Kc)c)\"A e - jo j NOTMIFEi The Town os Bamstabie ------— recommends that Ih>annlir-=ni -. seek legal advice to prepare a properly worded deed restriction document DEED RESTRICTION WHEREAS, f�(, L . C Grdyv\ 0 (ownees name} 5"1 W 012 DALE i_f EVE 6,9-1'\ITCIZU I LL-L MA (address) Is the owner of 1 WUL)D\Ii t111E' located (address) at (".r N T E� V►Ll,� MA(hereinafter referred to as a d being shown on a Plan entitled "Subdivision of Land in -F��-.r MA; Property of c�.s o �'o at al, duly recorded in Barnstable County Registry of Deeds in Plan Book , Page ; Or on Land Court Plan Number WHEREAS, C_A f ,)L ' A . �ct�i�('� as the owner of said lot has (ownees name) . agreed with the Town of Barnstable Board of Health to.a restriction as to the number of bedrooms.which can be included_ in any home built on said. lot as a pre-condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.000•State 'Environmental Code, Title V, Minimum .Requirements for the Subsurface Disposal of Sanitary Sewage; WHEREAS, the Town of Barnstable Board of Health, as a pre-condition10 granting a disposal works construction permit for a septic system in compliance with 310 CMR 15y200, State Environmental Code, Title V,'Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a. building permit for the construction of a-single family home on this property,,is requiring.that the agreement for the*restriction on the number of - bedrooms in:any house constructed on the lot be pint on record with the Barnstable County Registry of Deeds by recording this document, NOW; THEREFORE, CAR oL q: (-i Vr,-DUA/ does hereby place the (owner's name following restriction on his above-ref,erenced.land in accordance with his aareemenf with the Town of RamstahfQ Bo-- .d Of i latelthra,. {•a;.h-F stiAction ..half - run with the 4and and be binding upon all successors in title "DC D VA I- LA A) may have constructed -------- _:. _: — -- -----.(address). - upon the lot a"house containing no more than --(3) bedrooms.^�-- LA02:o L—A Qo Kbo/J agrees that this shall be.per mi anent deed (omni e,s nan=) restriction affecting 461 q located on 3YG�i�f✓�le�, CP;����/eMA, and being shown on the plan recorded in Plan Book 4 , Paged Or on Land Court Plan For title ofl�po�c� o��,,,.� seethe following deed: Book .53 33 , Page 330 Qr Land Court Certificate of Title Number Executed as a sealed instrument � day of I CO j Owners signature Owner's signature Owner's signature n COMMONWEALTH,OF MASSACHUSETI S ���r-nsbLQ ss , 20 13 Then personally appeared the above-named CA" L known to me to.be the person who executed the foregoing instrument artd acknowledged the same to be PU e- free act and deed, before me, j i Notary ' Public i My commission expir DEBRA L. CARROLL NOTARY PUBLIC -th of Massachusetts y(d t MY Gommisston ExpireS: 5 8ARNSTABLE REGISTRY DEEDS March 31, 2017 TOWN OF BARNSTABLE LOCATION 6'71 SEWAGE # N L,ILAGE ASSESSOR'S MAP �& LOT l?® 4�3 INSTALLER'S NAME&PHONE NO. C �2z� C �uyt/ SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO.OF BEDROOMS y BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 C�aG. ��.�.v �� J�c� �. � ���� �� � ��'�a�� �� �q,� �P� /2cA. pG� �U da T W� 9� �� �©��� 6 � ,�D�� v i No. V ! ' Fee_ !, THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 0[porication for Mtgool *pztem Construction Permit Application for a Permit to Construct Repair( 4<pgrade( )Abandon( ) Complete System O Individual Components Location Address or Lot No.5- allvd l�k_ 4wwe, Owner's Name,Address an Tel.No. W Assessor's Map/Parcel Installer's Name,Address,and Tel.No. t-08 -2 80—'7-7S2—' Designer's Name,Address and Tel N . ✓��phi d aw es ,s� r��Nq `varkS Type of Building: Dwelling No. of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. dU — ' _ I ► l Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. Signed Date I °� Application Approved by �� Date f f 5 Application Disapproved for the following reasons Permit No. 11G 1D Date Issued d No. 7f1) . Fee /QU THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Mizpogat *pztem Con5tructfon 3permit 'Permission is hereby granted to Construct _Repair( z—}Upgrade( )Abandon( ) J System located at and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construc ion must be completed within three years of the date of t '—Pe t Date:_ 1 �)/� Approved by I` ")A 2 No. �' i -, '' d Fee O MASSACHUSETTS Entered in computer: � ; THE COMMONWEALTH OF Yes PUBLIC HEALTH;,DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ' 01pprication for Mizpogar *p$tem Cone;truce on Permit Application for a Permit to Construct Repair( ,, Y pgrade( )Abandon( ) Complete System O Individual Components w� Location Address or Lot No. 4&0 �j4�F G�gs�E' Owner's Name,Address and Tel.No. Assessor'sMap/Parcel '"���NT�~��/��— g — Installer's Name,Address,and Tel.No. t708 —;j 00—`7!S"Z Designer's Name,Address and Tel.No. �asz;Py (�`c QoorNds F—!'lq�Ht•e rrNq �vvrks- '. Type of Building: Drwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date ! Title Size of Septic Tank Type of S.A.S. .des o Sgil. -ZVQ - i c.t /= - 2/)C ?/i r/) Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- ,lcate-of Compliance has been issued by this Board of Health. Signed Date Application Approved by" l Date r Qoz Applicatioti,Disapproved for the following reasons Permit No� �,�� k Z Date Issued f I 1 ----------------------------------------- 01 ed fpv,sP� to/J be4r-e THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( 4-)-Repaired ( e—)-Upgraded( ) Abandoned( )by at S' r///liz�lff/= has been constructed in ccordance with the provisions of Title 5 and the for Disposal System Construction Permit No. UO '��� dated Installer 45rv4 Z2e Designer / The issuance of s permit shall not be construed as a guarantee that the sys a ill function as desigrief�fd y f Date Q Inspector 1,��I / / /, ./ X . .... �vr�-•- Sri, u�.�c,x,, , ,.yr tr`— /� . b:. - � F t lid r-eo ,.)e�p(w (bApuJ� "t'�e ) -kbe ,,,�p.�c1t Mt . PP o • �-�� =ga. S y�rLe vo NIP �us 6 w 4o o TOWN OF BARNSTABLE G O OCATION .3F'u/00JV14IJ, Z,041- SEWAGE # �ky,LLAGE C�1OS5 'V/4_ ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. fog—`/2�'9735 ),qSt,,q Z2,13,g^r®5 SEPTIC TANK CAPACITY 5-00 LEACHING FACILITY: (type) 41—s�0 C "L`As (size) 36 X 3, NO. OF BEDROOMS BUILDER OR OWNER Ldilal G,dro(oh PERMIT DATE: l/- 9.-0G COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leac ' tg facility) Feet Furnished by r jAfS�/-Gt�O� Fro�i'T 4' e �iV L/�•T �'��l 'e Tq�i�C All �� ��� �� ,� �2� . � -- r 1 Town of Barnstable Regulatory Services g Thomas F.G*Uere Dir wttor Publk Health Division Thomas McKean, Director 200 Maio Stresl Hyaan%MA O2601 ®iTj;,s: 508-862-4644 Fax: 109•71;0-6304 , a1`t �Ct- lt Date: Z�_.._ Seepage Perm*#'Z0©� ..1,a,.. _. laeral r: C�2 b e S'l e, BS �d-. id Address: �i. &.V►�v rW At� t't9f�a: MA 0 zfj`Ns was ` D7 �Ldc� Olt e o C UCyq,a$iss ed a permit to install a � g,�� ._. liaectroller) S a des W - . Ce -N� based ran: : n drawn septic: systems at aad vmte Ln h b _ � by (address) E4��:._._.._�.. dated I certify that the septic system referenced above was insttrrled substaantially+ According to �e tlestgn, which may include tttlnor approved changes stash as facers- r�tocAd011n 0 the distributing brae: and;br septic tic. _ I cartjffi that the wpuc syystem refeaeneed above was installed with R%jor changes (i.1e. peattr t1han 10' lateral rXcation of the W or any vertital relocsti0ft of any COMPO t M of the septic system) but in accordance with State & Local regulations. Plana revision or certified as>buitt by designer to$oilow �w OF M4Ss9C S ti PETER T. G� �Tnstailii, WENTEE S°S Signature) �' CIVIL �' No.35109 /ST�B�O��k�Q si ntr'n Signature) (Affix M616ner s Sump Hex) [?• �l�s!►!�'Ses�g�"'S�ESbl�11�Y\.C[T1r1G�siOY4�:?rtiit�•26-C�.cl!ae .. i n ` Town of BArnstable P# �p THE Tp� .' do Department of Regulatory Services Public Health Division Hate MA59. a 16yq. ro 200 Main Street,Hyannis MA 02601 {._ plFD MA'S A ,..-..•...^.."`::::..••� I 'P Date Scheduled t, Time I Fee Pd. J SWI'Suitability Assessment for Sewage-_Dis sal Performed By:fe�-�l l 'e �✓t �e Witnessed By: LOCATION&GENERAL INFORMATION Location Address ,5 4"W t�G�C�v G,U A-9- Owner's Name G i9•r A 0✓� 2v�.1�✓ v:\Lq _'Vt'1'A Address,}f Assessor's Map/Parcel: 1 O - C�3 Engineer's Name t'e'F�v NEW CONSTRUCTION M1 REPAIR / ' Telephone Land Use S+ b°a'r Slopes Surface Stones N 1, Distances from: Open Water Body "?j 10 ft Possible Wet Area I i 0 ft Drinking Water Well 71-50 ft Drainage Way 7 l 0 y ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) d k49 - CD UO p Vpr i �= l,G`lM TPnkS /��J �2 � ► f Parent material(geologic) &tCxC(G 1 iJ 60 Depth to Bedrock Depth to Groundwater: Standing Water in Hole: 1 r S Weeping from Pitt Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: /A Depth Observed standing in obs.hole:U', in. Depth to soil mottles: - - ids• Depth to weeping from side of obs.hole:'- in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level— 'PERCOLATION TEST Date Time Observation F r1 Hole# 1 Time at 9" /CCU ]2 Time at 6' M Depth of Perc Start Pre-soak ci Time s �I Time(9"-V) .�►^��✓` End Pre-soak Rate MinAn h 2 Site Suitability Assessment: Site Passed_�_ Site Failed: Additional Testing Needed(Y/N) Original: Pu'lie Health Division Observation Hole Data To Be Completed on Back----------- Ipercolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:HEA`TH/WP/PERCFORM L I \ j DEEP OBSERVATION HOLE LOG Hole# ti Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(In,) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. Coisistency.%Clravel)...___.__ a `'^ A S5 LL id Ile Ili_ /J iI�lei(7' •� 13 s^lr• !0�� �J'• 1 ry `clE� 61.E log DEEP OBSERVATION HOLE LOG Depth from Soil Horizon Soli Texture Color >Soil Other Surface(in.) ` (USDA)P­' (Munsell) Mottling (Structure,Stones,Boulders. {r "� Consistency,%Gravel) G - %1L.L 3v'- A s� 1 e 7�y/z 4 10S `=l&0 c z 620,qiLsE 2: sY VV 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) 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) Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes Within 500 year boundary No Yes Within 100 year flood boundary.No Yes Depth of Naturally Occurrinit Pervious Material '~` Does at,least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? \ If not,what is the depth of naturally occurring pervio s material? Certification I certify that on l (date)I have passed the soil evaluator examination approved by the Department of Enviromnental Protection and that the above analysis was performed by me consistdnt with the required training,expertise and experience described in 310 CMR 1.5.017. L SignatureQ Date L G Q:H EA.LTH/W P/PERCFORM r f , � r F`. BUILDER TO CONFIRM ALL Note: These plans are for the sole purpose and ' CONDITIONS use of Gapizzi Home Improvement and are not AND DIMENSIONS ON SITE I, to be distributed or used for construction other 4 than by Gapizzi Home Improvement. E cv > o 0 o ° L 3 � s 12"OVERHANG N LEAVE5 AFFR0A fl ° 4'--3 51.0 FOR HALL v I IF-- 5'-10 1/2" S'-1" ---------- --------- ---------------------- — NOTE5 PER CONVERSATION WITH CAROL ON 1-10-15: 1. NEW PAINT IN BEDROOM W 2. NEW GEILING IN BEDROOM(REMOVE POPCORN) 3. REMOVE GHANDELIER/ADD RECE55ED O O LIGHTS: to PLUMBING WALL TWO ABOVE BED(CHECK A/G VENTS) W v F NT OF F/XTURE5 3'X 4'SHWR TI^!O ABOVE BUREAU FOR 5HOWERHEAD � 0 O L/GNAT3'O" REPLAGEALLPLUGS Z - ------ ----- - -=-r_- - _ ul DRAWER BASE 15" 5INK BA5E 27" 16' _ _ I I —_ TOTAL SINK 42" 15"DEPTH FOR BUILT-IN5 DEPTH OF 5INK: Z 30"FOR 22"INGL TOP V(21"BASE) �n GLASS DOO,f� AREA FOR LINEN(BUILT-IN5) -1 FOR CLEARANCE X i It TOIBE SUPPLIED BY CAROL TO TUB WIDE BY 4- SLIPPER c - N 1 TUB — N N TWO AWNING5 TO MATCH _ MASTER BEDROOM AWNING5 I °� AREA FOR CLOSET STORAGE(BUILT-IN5) i O v TO BE SUPPLIED BY CAROL 0 > L 11'-1 3/4" - v REVISED FLOOR PLAN 1-10-1 S scale: 1/4=1-0 I m BEDROOM i Date: 10-4-11 Revisions: i 12-1-1'I RELOCATE DOOR 12-18-11 (REUSE EXISTIN(5) 1-10-18 Final: 25' BUILDER TO CONFIRM ALL Note: These plans are for the sole purpose and CONDITIONS use of Gapizzi Home Improvement and are not . AND DIMENSIONS ON SITE to be distributed or used for construction other e� ►n 30 WIDE FOR E r, than by Gapizzi Home Improvement. N GLA55 5HOWER DOOR ' 0 � 3 � 0 N V N ' � N E Q _ L LU lu _y+=-�—.mew:� 1 fil �• .��. k . f - ..--a- --� W 15" WIDE FOR DRAINER5 Q LO 21" WIDE FOR 51NK BASE "^ J Q ,n Fz V w a f ) l6 � O � � O L N `J � Date: (TWO) AWNING 1NINDOV45/ 3a? 10-4-17 SAME 512E A5 EXI5TING r Revisions: OVER BED 12-1-11 12-1 b-1-1 — 1-10-1b Final: . 3 . LEGEND LOCUS �a 78 PROPOSED CONTOUR r' BENCHMARK: OUTSIDE CORNER 79 PROPOSED SPOT GRADE Woodvole Ln Corlet n 1' OF BOTTOM STEP - ,— .'' EXISTING CONTOUR ELEVATION = 100.0' (D TEST PIT Great Marsh Rd (A55UMED DATUM) a W EXISTING WATER SERVICE Ax 9ha�o s�o G EXISTING WATER SERVICE ha v BENCHMARK N8 I'28'25"E's,, 1 1 k 87 c� 80-00) I WETLAND FLAG 28 `gg k 9q 150.01' 100 I 3 1 ROUTE V-105 f r 3 ' !l EXISTING SEPTIC TANK LOCUS MAP N.T.S. `� � ! I I d � ` ' � • TO BE PUMPED, RUPTURED / g'�9 ! k 9` 1i & FILLED WITH SAND OR i �j � � I 25 i f REMOVED �f�ii - / , j j /, 1 i ! �` ! GENERAL NOTES: i -37 - EXISTING LEACH PIT ! /� No. 54 a 1• ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL TO BE PUMPED & % / ;/ j / / / BOARD OF HEALTH AND THE DESIGN ENGINEER. SPLIT ENTRY; 1 I I I V- 1 05• 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS FILLED WITH SAND � � j` ! � �" / �j' �(, j J f i �j (79.91) OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE T.O.F. = 100.16"� "/ i ; Q Y LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: a I 1) 310 CMR 15.405(1)(b) CONTENTS OF LOCAL UPGRADE APPROVAL: LU 1 1 U A 2' variance to maximum cover requirement of 3', for 5' of I 1 /,/, U �� O co maximum cover. S.A.S. shall have H-20 units and be vented. M c0 c9 0 /'/ i , i ; c0 (A 99 �'' - /'' ®�� I 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACk,FILLED PRIOR � ` ��JJ a Z �/ ! / ✓1�!�1 �w } e� TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE (� �19677%,NSF% V 10� DESIGN ENGINEER. j ! r ' �i 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING PROPOSED SEPTIC TANK 10 © ` J % ® l ' O FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN VEN ENGINEER BEFORE CONSTRUCTION CONTINUES. _ ,111, -%)/ ' 'l l / rf ,r 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. PROPOSED S.A.S. I` k I l 4"I SEWER 9�'Is4EJN14 ' POND 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF ,fgI INV.=.96.78t j �— U ' i �' i f THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF STRIPOUT I - F.I.. �0 �I�r` N0 ;k 980 i` { I 0 ° J WATER SURFACE HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. SEE NOTE 11 I I / i i RIVnIVA / C i i C�c V 103 EL.=77.70 7, WATER SUPPLY PROVIDED BY TOWN WATER. EXISTING PAVED DRIVE t, p Y TP-2 I" I � ' . j 1. Q - (80.64) 8. THERE ARE NO PRIVATE WELLS LOCATED WITHIN 150' OF THE S.A.S. REMOVE AND REPLACE , l� r irn ` /� fo l 9. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED ` , ! 0 l" 1EttnnQ f ; 4 QO TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. I 1i w 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY TP 1 f,`` k / j �4V-102� THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING -'r Uhl O y.9s ✓ / �` 1 (`SQ•52 CONSTRUCTION. POLY LINER S. ll t 1 100' j � Q, !L_ it n i �� 1/ (C71 1 1. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS EL. 93.5-90.0 - - - : ' i ., 1 Q' - -` --- 'P°� `L / � r �"- � 79 g4 IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S. EXIST. GAS SVC. 8.2 (79.84) ) 1 - AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3), RELOCATE AS REQ'D c 1/� w' -::..v rrtc ~~ 1'v0'00, - - CORRECTED PER REQUEST OF BOARD OF HEALTH DEPARTMENT 12/16/06 0558,45"W pF y1� _��� ' _- ` PROPOSED SEPTIC SYSTEM UPGRADE + __ _ ___...__X... F' `�IEIVlE1T �•O o= PETER T. - �....... 0 0 86 , �a ' McENTEE 54 WOODVALE LANE, CENTERVILLE, MA 9J 26 '68 07 CIVIL Prepared for: Carol Gordon, 54 Woodvale Lane, Centerville, MA 02632 WETLAND DELINEATION WOO®VALE No. 35109 VACCARO Errvironn'rental ��� �p Engineering by: Surveying by: SCALE DRAWN JOB. N0. ConsultingFLOOD PLAIN DESIGNATION FEGIS ER' �F EnginO®ringWork4 HOOD SURVEY GROUP 1"=20' P.T.M. 214-06 P.O. Box 955 Community—Panel No, 250001 0015 C F EN 12 West Crossfield Road P.O. Box 1724 Sandwich, MA 02563 Map Revised: August 19, 1985 Forestdole, MA 02644 Mashpee, MA 02649 DATE CHECKED SHEET NO. (508) 888-5855 Zone "C" •. (508) 477-5313 (508) 539-7799 103106/ / P.T.M. 1 Of 2 NOTE: TO PREVENT BREAKOUT, THE PROPOSED T.O.F F.G. EL: 94.3-98.3(MAX.) FINISH GRADE SHALL NOT BE < EL:93.3 (EXISTING) F.G. EL: 97.8t VENT p�RIMETERR A TOFCTH�FS.A.S. AROUND THE EXISTING F.G. EL: 98.3t(EXISTING) MAINTAIN 2% MIN SLOPE OVER S.A.S. �RA PVC PERFORATED PIPE WITH SET TO WITHIN 3" OF FINISH INSTALL RISERS OVER INLET & OUTLET INSTALL RISER OVER D-BOX TO 4-500 GALLON LEACHING CHAtiaBERc SERVE AS INSPECTION PORT. TO WITHIN 6" OF FINISH GRADE WITHIN 6" OF FINISH GRADE IN SERIES WITH STONE ALL SIDE e: INSTALL RISER OVER CHAMBER L =23' TOP EL.=96.17 L =11' WHTOW 6N PLAN AND GRADE COVER 4" SCH 40 PVC L=27'(MAX.) 6' 4" SCH 40 PVC 4" SCH 40 PVC e S= 2% (MIN.) 2" LAYER OF 1/8" TO 1/2" 10 14' ® S= 1% (MIN.) 71"r ® S= 1% (MIN.) a®a aaB DOUBLE WASHED STONE 48" uoUID INV. ELEV.=94.83 2' EFF. DEPTH ®®®EB®®® �........ LEVEL INV, ELEV.=95.00 3/4"-1 1/2" . ! INV.=96.00 GAS D-BOX 1.5 5.2' 1.5' BAFFLE INV.=95.75 STONE E WASHED EFFECTIVE WIDTH = 8.2' TIE IN TO EXISTING 4" SEWER OUTSIDE HOUSE PROPOSED 1500 GALLON SEPTIC TANK (H-20) p INV. ELEV.=92.80 INV.EL: 96.78t t NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING I TOP CONC. ELEV.=93.8 -BREAKOUT ELEV.=93.3 PIPE INVERTS PRIOR TO CONSTRUCTION. o aaaa INV. ELEV.=92.80 ease®®aa 2) SEPTIC TANK AND D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE ON A MECHANICALLY COMPACTED as®®®®®®® BOTTOM ELEV.=90.80 51X INCH CRUSHED STONE BASE, AS SPECIFIED IN 1' 4 x 8.5' = 34.0' 1' 310 CMR 15.22 1(2). OUTLET TEES AS REQUIRED. 3) INSTALL INLET OUTLET 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH = 36.0' I 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE; T.P. EXCAVATION OR G.W. AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. NO G.W. ENCOUNTERED LEACHING SYSTEM SECTION SEPTIC SYSTEM. PROFILE BOTTOM OF TP-1, EL: 82.7 N.T.S. �. 1 (3) 5" DIA,OUTLETS I---5.5" � �2" DESIGN CRITERIA i' No. 54�� NUMBER OF BEDROOMS: 3 BEDROOMS ' �-iD S01L LOGs.s' s" e" / 5PLIT ENTRY SOIL TYPE: CLASS I T 'IND, FRM '`% "T'g DESIGN PERCOLATION RATE: 2 MIN. IN. s° / r f ,�/' f'f DAILY FLOW: 330 G.P.D. H-10 LOADING ` T.O.F. = I00.16 // DATE: I SEPTEMBER 28, 2006 (P-11,442) DESIGN FLOW: 330 G.P.D D-BOX f/ / / t� SOIL EVALUATOR: PETER T. McENTEE C.S.E. GARBAGE GRINDER: NO PLU !� INSPECTOR: DON DESMARAIS - BARNSTABL.E AGENT LEACHING AREA REQUIRED: (330) = 445.9 6 S.F. ,! .7 Elev. TIP- 1 Depth Elev. TP-2 Depth .74 w U, / 95.2 0" 96.2 o PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY ®®®® ® ®®®® In j ; FILL FILL ®®®®®®®®Ea®® 37" N �f � „ , ®®®®®®®®®®® r/ / f 92.2 A �6 93.7 �0 - ! SANDY LOAM A SANDY LOAM USE 4-500 GALLON LEACHING CHAMBERS IN SERIES N - ®Q�)i�®®®®®®®® /f r ..�' ��%� /' 1UYR 4/2 101'R 4/2 91.9 40" 93.2 36" SIDEWALL AREA: 2(8.2' + 36.0') X 2 = 176.8 S.F. f B SANDYLOAM B SANDY LOAM 39.3' tOYR 5/8 10YR 5/8 BOTTOM AREA: 8.2' x 36.Q' = 295.2 S.F. 102° i 90.2 C1 I PEORC 91.7 C1 54" TOTAL AREA: 472.0 S.F. I I � f MD. SAND MED, SAND 4" KNOCKOUT )• 72 o I 2.5Y 6/6 2.5Y 6/6 DESIGN FLOW PROVIDED: 0.74(472.0) = 349.3 G.P.D. 20' DIA. COVER I I 207 GRAVEL 2D%GRAVEL �� O I 86.2 C2 J 108" 87.2 C2 108" 4" KNOCKOUT 4" KNOCKOUT 62" Q, I m I ; PROPOSED SEPTIC SYSTEM UPGRADE �. UO ; COARSE SAND COARSE SAND 54 WOODVALE LANE CENTERVILLE, MA 4" KNOCKOUT I I 2.5Y 6/4 2.5Y 6 4 D I / f N Prepared for: Carol Gordon, 54 Woodvale Lane, Centerville, MA 02632 81.7 162" 82.7 162" 500 GALLON CAPACITY, H-20 LOADING j Engineering 6y: Surveying by: SCALE DRAWN JOB. N0. S.A.S. LAYOUT No G.W. ENCOUNTERED EnginAedngWorks HOOD SURVEY GROUP NTS P.T.M. 214-06 PERC RATES < 2 MIN IN. ("Cl & C2" HORIZONS 12 West Crossfield Rood P.O. Box 1724 CHAMBERS 8 / (' ) Forestdale, MA 02644 Mashpee, MA 02649 DATE CHECKED SHEET N0. N.rs (508) 477-5313 (508) 539-7799 1 0/31/06 P.T.M. 2 of 2 ;4 LEGEND LOCUS `ra __'-- 78 PROPOSED CONTOUR 79 PROPOSED SPOT GRADE Woodvale Ln Corlet n Ln AP, -,�;; .._-.-` EXISTING CONTOUR � PROP. ELEVATED PATIO (PAVERS) r (APPROX. 13' x 36') TEST PIT Great Marsh Rd PROP. 5 FT. BUMPOUT o PROP. RET. WALL, TOP EL.=99.5t EXTENSION ON HOUSE 5-' . PROP. 11,00.3' DECK EXTENSION W EXISTING WATER SERVICE a WITH SCREENED IN PORCH y h; PROP. PATIO AT GRADE(PAVERS) REMOVE STEPS INSTALL STEPS ( EXISTING WATER SERVICE (APPROX. 11' x 25') :`•'t -`.r BENCHMARK JOIN WALK TO PATION - a ° h 9 : * Q� N8 I°28'25"E•l 1 I ; ; k 87 oi , 700 80.00). I WETLAND FLAG ROUTE 28 1�g Ede 150.01 r� i g9 9 r U I .., _ N - I t tl..r. ,F. WETLAND SYMBOL LOCUS MAP N.T.S. L i .., �,' �, P• , :7 (REMOVE) I Ih 1 P ! t r'' ri _ i � pl ,'��c�..�..� u�r�.-.." w�+rn:am n �.�!aa��d i•:..a.�.. C' ' I i � r - f,' ....,_ ice' a A 1 1 No. 54 y -� _ IREPAIR OF ROTTED 7� ]1 3 I Lu - ----i ' ' IRR 'TIE IRET.' WALLS SPLIT ENTRY Fa-- INSTALL; 6' 8' `STORAGE 79.91 k WD. FRM J lSHITD UNDER DECK r ( ) 13.9 T.O.F I00 I6''' ;! ---- _ REMOVE AND REPLACE x * ! li ( I,1: DECKING ON EXISTING-DECK f+ rn — !REMOVE AND REPLACE ._ CO m k ;� I r �``' POSTS AS REQUIRED; W /� t &} o ;l I� (J t 0 q �J f! '`� z ; 6 , Al w 8 BENCHMARK: r OUT51DE CORNER I f z w i O OF BOTTOM STEP I } °,� �. � r� `. - ry I 4 ELEV. = 100.0' FI gr� E I 1€ ,` r I k 9 I i� �� q.:. M_t o � OF (A55UMED DATUM) & 3 — L ��38 F "r POND 1� MRss I ii 0 ,,,�.r"� r �' ` WATER SURFACE I rP �2'.' Q c`' PETER T. ' I \ '�- I EL.=77.70 g-.. / ,:k M CIVIL N EE 1 o - �� �, .6 ) 1 _ 3510 A' I 94 I .r33 (So 4 :w No. I G.G-77±SF sr C9 REMOVE.AND -REPLACE W �, � ROTTED RR TIE STEPS - f r.k•.r ,�` �` ��: r 0�' i (66 11 l 79 84) ` ZONING CLASSIFICATION: RC E BACKS RONT �0 SID /REAR 10 - - - — — f.. € lj I �/ •4 ... 150. 01 _ °5 � 5° ,579 8 4 W 4 - , f- PROPOSED HOME IMPROVEMENTS 1 41 ......._......... ............... n�. _ t 4 ......... 1Yf L..f�i.i i--41•` O� __ _ '1 F" ; 9� k 9 s 88 o 1j- m 1�F 8�, f5`4 W00�QDVALE LANE;C ENTERVIvCI E MAC �4y u — WETLAND DELINEATION `5 8 Z Prepared for: Carol Gordon, 54. Woodvale Lane, Centerville, MA 02632 A' ::::::77 VACCARO Environmental 1vrgU` Dv�L� LANE Consulting FLOOD PLAIN DESIGNATION �/ 1 y- - _ Engineering by: Surveying by: SCALE DRAWN JOB. NO. P.O. Box 955 Co munit Panel No. 250001 0015 C Engineering Works HOOD SURVEY GROUP 1"_20' P.T.M. 204-08 Sandwich, MA 02563 MapRevised. August 19, 1985 ''"et 12 West Crossfield Road P.O. Box 1724 Forestdole, MA 02644 Mashpee, MA 02649 DATE CHECKED SHEET NO. (508) 888-5855 Zone "C" ' (508) 477-5313 (508) 539-7799 7 17 DS / / P.T.M.- 1 of 1 _ I f' f, ' LEGEND a � LOCUS � �- 78 PROPOSED CONTOUR z 79 PROPOSED SPOT GRADE Woodvale un Cgoet n LO BENCHMARK: OUT5IDE CORNER �� __ ., ` EXISTING CONTOUR a OF BOTTOM 5TEP Great Morsh Rd ELEVATION = I00D TEST PIT a (A55UMED DATUM) W EXISTING WATER SERVICE y.h� G EXISTING WATER SERVICE ova s�o yi/ Or 9y 6 �a �a BENCHMARK d o- d J f r X 87 v�-NOG N8 i 28 25 E, , 9g 1 50.01' 1 1 p0, 80.00) i WETLAND FLAG RpUTE 28 .99 30 ( p ( 1 V-i©5 SAd i •' LOCUS MAP N.T.S. EXISTING SEPTIC TANK I O TO BE PUMPED, RUPTURED & FILLED WITH SAND OR GENERAL NOTES: REMOVED { � ! , 1 � 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL °j!��i No. 54/i"% I A J BOARD OF HEALTH AND THE DESIGN ENGINEER. EXISTING LEACH PIT i �. TO BE PUMPED & UT ENTRY, i I ( I [ V-105% 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS FILLED WITH SANG ®F RIVI' I f 1 (79.91) OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE �i LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: O.F. 100.16 1) 310 CMR 15.405(1)(b) CONTENTS OF LOCAL UPGRADE APPROVAL: A 2' variance to maximum cover requirement of 3', for 5' of ff �'` maximum cover. S.A.S. shall have H-20 units and be vented. '1 g / J % i' N t1�_S 3, THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR j 2 - 1 f,''/j! !"; / ;/ / IV / I �./1U—I I V j �� W TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE �� ' 0 V-104 � DESIGN ENGINEER. 8 I CCU,G7/7°Io- 5F/ f.� �f 6 i i f / 1 (80.17) 1 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING TANK 10' � ! l w a FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN PROPOSED SEPTIC A :;� ' i / 1 f j { f/` f I ENGINEER BEFORE CONSTRUCTION CONTINUES. VEN '•rc� —,# ! �,/ f r' j; Jf � ' 1ko 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. PROPOSED S.A.S. i r 4"l SEWER 98, I f � f : 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF _Cin "IUNI~ / ; POND THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF I INV.=. 6.78t } STRIPOUT I� 0 i OX f i' 1 O f WATER SURFACE HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. r•L. I ITCONG. 98 I 1 1 SEE NOTE 11 I l ' ' 2 f # l ! O EL.=77.70 7. WATER SUPPLY PROVIDED BY TOWN WATER. I lI?I'tt°tea ' r` !l-I(33 t : EXISTING PAVED DRIVE p OJ Y _-r if } �.j� ^ (k'64 8. THERE ARE NO PRIVATE WELLS LOCATED WITHIN 150' OF THE S.A.S. REMOVE AND REPLACE kTP-2 t i t,, �, / t / � ) : { 1 W 9. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. , C I _ / OJT % / � % O 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY TP 1 �l, I ` J / V-102 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING k �'i` O f f k 9 1 r x 100' / !\ ���7 CONSTRUCTION. R 11 ` w ''� ` m, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS POLY LINER �r / ! � � � �. t�_I 1 1. WHERE REQUIRED, EL. 93.5-90.0 ti IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S. s '` J 179.84 EXIST. GAS SVC. .2 �' j �" A , AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3). RELOCATE AS REQ'D +— — , " o 1,50.00` CORRECTED PER REQUEST OF BOARD OF HEALTH DEPARTMENT 12/16/06 �579°58;45"1N - of - 1 "� w• P As`, P OSED SEPTIC SYSTEM UPGRADE I - , - _ .— ..... IA )41T 8�•0) o PETER T. 1 6 I._.. �. 0 EDGE OI^ 86 3 OODVALE LANE, CENTERVILLE, MA 9 8 4 o McENTEE ^1,2� 8 7 CIVIL red for: Carol Gordon, 57 Woodvale Lone, Centerville, MA 02632 WETLAND DELINEATION � � /� ^)F No. 35109 VACCARO Environmental WOODVALE LA �1 �� Engineering by: Surveying by: SCALE DRAWN JOB. NO. Consulting FLOOD PLAIN DESIGNATION Y• }. y FS£C'S1 EngineMngftrb HOOD SURVEY GROUP 1"=20' P.T.M. 214-06 P.O. Box 955 Community—Panel No. 250001 0015 G I E r 12 West Crossfield Road P.O. Box 1724 Sandwich, 5 02563 Mop Revised: August 19, 1985 ? 1 Forestdole, MA 02644 Mashpee, MA 02649 DATE CHECKED SHEET NO. (508) 888-5855 Zone "C" . vq\U (508) 477-5313 (508) 539-7799 10/31/06 P.T.M. 1 of 2 L �. NOTE: TO PREVENT BREAKOUT, THE PROPOSED f F.G. EL: 94.3-98.3(MAX.) FINISH GRADE SHALL NOT BE < EL:93.3 T.O.F FOR A DISTANCE OF 15' AROUND THE (EXISTING) VENT PERIMETER OF THE S.A.S. EXISTING F.G. EL: 98.3t(EXISTING) � F.G. EL: 97.8t MAINTAIN 2% MIN SLOPE OVER S.A.S. 4' SCH 40 PVC PERFORATED PIPE WITH SCREW CAP SET TO WITHIN 3" OF FINISH INSTALL RISERS OVER INLET & OUTLET INSTALL RISER OVER D-BOX TO 4-500 GALLON LEACHING CHAMRFRS GRADE TO SERVE AS INSPECTION PORT. TO WITHIN 6" OF FINISH GRADE �j WITHIN 6" OF FINISH GRADE IN SERIES WITH STONE ALL SIDES INSTALL RISER OVER CHAMBER L =23' TOP EL.=96.17 L =11' ' 11 SHOWN ON PLAN AND SET COVER 4" SCH 40 PVC L=27'(MAX.) WITHIN 6" OF FINISH GRADE 6" 4" SCH 40 PVC 4" SCH 40 PVC 2" LAYER OF 7INV.=96.00 MIN.) LLI 10 ) ®E3 Qa as DOUBLE WA HEDBSTONE/2 t4 ® S= 1% (MIN.) 6' ® S= 1% (MIN. aaa ®®® 48" LIQUID INV. ELEV.=94.83 2' EFF. DEPTHLEVEL INV. ELEV.=95.00 1 5' 5.2' 1.5' DOUBLE W SHED C P�S D-BOX 8A LE INV.=95.75 EFFECTIVE WIDTH = 8.2' STONE TIE IN TO EXISTING ' SEWER OUTSIDE HOUSE PROPOSED 1500 GALLON SEPTIC TANK (H-20) INV. ELEV.=92.80 INV.EL: 96.78t NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING TOP CONC. ELEV.=93.8 -BREAKOUT ELEV.=93.3 PIPE INVERTS PRIOR TO CONSTRUCTION. aaaa INV. ELEV.=92.80 ®aaa® 2) SEPTIC TANK AND D-BOX SHALL BE SET LEVEL aaaaaa®aaa® AND TRUE TO GRADE ON A MECHANICALLY COMPACTED ea®aaEa ma SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN BOTTOM ELEV.=90.80 1' 4x8.5' = 34.0' 1' 310 CMR 15.221(2), 3) INSTALL INLET & OUTLET TEES AS REQUIRED. 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH = 36.0' 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE' T.P. EXCAVATION OR G.W. AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. NO G.W. ENCOUNTERED LEACHING SYSTEM SECTION SEPTIC SYSTEM. PROFILE BOTTOM OF TP-1, EL: 82.7 N.T.S. (3) 5" DIA.OUTLETS ; 15.5" 1--161, �2" 77 DESIGN CRITERIA No. 54� NUMBER OF BEDROOMS: 3 BEDROOMS ,ss° r 6" r / i SPLIT ENTRY SOIL LOCI SOIL TYPE: CLASS T ,. F/ / �� FRtNI. r µTA DESIGN PERCOLATION RATE: 2 MIN JIN. H-10 LOADING 2 �A0 P.�= 100.16'� DAILY FLOW: 330 G.P.D. DATE: SEPTEMBER 28, 2006 (P-11,442) DESIGN FLOW: 330 G.P.D p-BOX '� / /// �// SOIL EVALUATOR: PETER T. McENTEE C.S.E. GARBAGE GRINDER: NO INSPECTOR: DON DESMARAIS - BARNSTABLE AGENT 0 LEACHING AREA REQUIRED: (330) = 445.9 6 S.F. Elev. TP- 1 Depth Die, TP-2 DeptFi .74 co / 95.2 0" 96.2 0" PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY ®®®® ® ®®®® U' f/ J lrj FILL FILL ®®®®®®®®®®® 37" N / // 92.2 36" 93.7 30" < WgEO®®®®®®®®®® i / .f / A SANDY LOAM A SANDY LOAM USE 4-500 GALLON LEACHING CHAMBERS IN SERIES ®ll7®E3 E3 E3 E2®®®® 1 - 31.1' � �/'/ 91.9 0YR 4/2 10YR 4/2 40" g3.2 36" SIDEWALL AREA: 2(8.2' + 36.0') X 2 = 176.8 S.F. 39.3' ' r B S1ovRY5�5 M B SAND 0 RY5/8 LOAM BOTTOM AREA: 8.2' x 36.0' = 295.2 S.F. 102" i rn 90.2 C1 60" 91.7 C1 54" TOTAL AREA: 472.0 S.F. _ PERC 4" KNOCKOUT I � T MED. SAND 72" MED. SAND O I 2.5Y 6/6 2.5Y 6/6 DESIGN FLOW PROVIDED: 0.74(472.0) = 349.3 G.P.D. 20" DIA. COVER I -0 I 20%GRAVEL 20%GRAVEL O I 86.2 108" 87.2 108" 4" KNOCKOUT O/4" KNOCKOUT. 62" o ] o i � C2 C2 PROPOSED SEPTIC SYSTEM UPGRADE u) i COARSE SAND COARSE SAND 57 WOODVALE LANE, CENTERVILLE, MA 4" KNOCKOUT I 2.5Y 6/4 D I � to Prepared for: Carol Gordon, 57 Woodvale Lane, Centerville, MA 02632 I 81.7 162" 82,7 162" Engineering by: Surveying by: SCALE DRAWN JOB. NO. 500 GALLON CAPACITY, H-20 LOADING S.A.S. LAYOUT NO G.W. ENCOUNTERED i Engineering Works HOOD SURVEY GROUP NTS P.T.M. 214-06 PER RATES < 2 MIN IN, ("Cl & C2" HORIZONS) 12 West Crossfie0 Road P.O. Box 1724 MA CHAMBERS )$� / forestdDle, MA 02644 Mashpee, MA 02649 .DATE CHECKED SHEET N0. 10�31�06 P.T.M. 2 of 2 N.Ts - - (508) 477-5313 (508) 539-7799 LEGEND LOCUS 78 PROPOSED CONTOUR r' o, BENCHMARK: OUTSIDE CORNER 79 PROPOSED SPOT GRADE Woodvole Ln 1n .c Co{let n ti OF BOTTOM 5TEP J , — a=' EXISTING CONTOUR �r ELEVATION - 100.0' Great Marsh Rd "SLIMED DATUM) TEST PIT o W EXISTING WATER SERVICE y. ' G EXISTING WATER SERVICE h'ii �i• 090 i ! • �a P BENCHMARK ° N8 I°28'25°E l j ( ! k 87 �_1�� rE \� 99 150.01' �'' .- j 1 p p 80.00) WETLAND FLAG ROUTE 28 999 �0 fi0 I ;1 ;{ rv_ 05 I 4� 1`' EXISTING SEPTIC TANK 9 LJ f LOCUS MAP N.T.S. TO BE PUMPED, RUPTURED & FILLED WITH SAND OR AlS2 + ! C1 I" REMOVED r 1 I I GENERAL NOTES: EXISTING LEACH PIT i ; f No. 54//� TO BE PUMPED & 1 ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL / % SPLIT ENTRY 1 I I V-105'. BOARD OF HEALTH AND THE DESIGN ENGINEER. FILLED WITH SAND / �� i;' � � E I 1 79.91 WD. FRM." J ( I ; , ( ) 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS ' ' • ' OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE /T.O.F.� 100.16'// / LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: 1) 310 CMR 15.405(1)(b) CONTENTS OF LOCAL UPGRADE APPROVAL: 1 { ° A 2' variance to maximum cover requirement of 3', for 5' of / maximum cover. S.A.S. shot{ have H-20 units and be vented. �' `� �f) 90-,1� 8� '� � 61 V-1 W � 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR ��++•�n , (9 0°& TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE �6 ; j�` / GsID /r'/ �OSF` (80.17) , �'� DESIGN ENGINEER. P SEPTIC K 10` �� / ! / �,/�,� F i I t 'Q 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING TO BE MPE RUPTURED ' EN ( ( '; /� , / ' {' '' ` �`� FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 1 % ENGINEER BEFORE CONSTRUCTION CONTINUES. r= -If PROPOSED S.A.S. t 4" SEWER 98 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 1 Mfg INV.-, 6.78t _9114U 'FTU �` r 1 POND 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF STRIPOUT 1 ra.. 0 E'rI SON "`-k 98 g BOX f O 4 j WATER SURFACE THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF SEE NOTE 11 I 1 1 I`` 2 ' I I i I E j ; HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. lDpIVEW Y ( l / i V1-103 t EL.=77.70 EXISTING PAVED DRIVE O f 7. WATER SUPPLY PROVIDED BY TOWN WATER. REMOVE AND REPLACE ,TP-2 / i ! j l R� (10,64) .W 8. THERE ARE NO PRIVATE WELLS LOCATED WITHIN 150' OF THE S.A.S. 9. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED �,'`F O W TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. TP 1 �I, ; _ k �' % ! eV-10 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY k r g f f (80.5 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING POLY LINER �'i O - 7 ' 100�� f' `Ia11 CONSTRUCTION. EL. 93.5-90.0 10' r � ' \/-101 t � 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS EXIST. GAS SVC. $.2 (79.84) _ \ IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S. / ° � `.1 ~` '` AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3). RELOCATE AS REQ'D >�� � � _ .. -' 1,50.00'' 79°58',45%V { _90 _ k- (No. '�y POSED SEPTIC SYSTEM UPGRADE PAVIEt�1T 40� TER TS7 OODVALE E CENTERVILLE MA O ENTEE �. ,68 07CIVIL " P ed for: Corot Gordon, 57 oodvale Lane, Centerville, MA 02632 WETLAND DELINEATION UVOODVA�E 35109 VACCARO Environmental LANE V� � RfCI����p Engineering by: Surveying by: SCALE DRAWN JOB. N0. Consulting FLOOD PLAIN DESIGNATION EngineeringWorb HOOD SURVEY GROUP 1"=20' P.T.M. 214-06 P.O. Box 955 Community—Panel No. 250001 0015 C FS ' 12 West Crossfield Rood P.O. Box 1724 Sandwich, MA 02563 Map Revised: August 19, 1985 Forestdole, MA 02644 Moshpee, MA 02649 DATE CHECKED SHEET NO. (508) 888-5855 Zone "C" (6/3�/0 4 (508) 477-5313 (508) 539-7799 10/31/06 P.T.M. 1 of 2 1 NOTE: TO PREVENT BREAKOUT, THE PROPOSED T.O.F F.G. EL: 94.3-98.3(MAX.) FINISH GRADE SHALL NOT BE < EL:93.3 (EXISTING) VENT FOR A DISTANCE OF 15' AROUND THE EXISTING F.G. EL: 98.3t(EXISTING) F.G. EL: 97.8t PERIMETER OF THE S.A.S. MAINTAIN 2% MIN SLOPE OVER S.A.S. 4 SCH 40 PVC PERFORATED PIPE WITH SCREW CAP SET TO WITHIN 3" OF FINISH INSTALL RISERS OVER INLET & OUTLET INSTALL RISER OVER D-BOX TO 4-500 GALLON LEACHING CHAMArR� GRADE TO SERVE AS INSPECTION PORT. TO WITHIN 6" OF FINISH GRADE WITHIN 6" OF FINISH GRADE 1N SERIES WITH..STONE ALL SIDES • L 23' INSTALL RISER OVER CHAMBER = TOP EL.=96.17 L =11' L=27' SHOWN ON PLAN AND SET COVER 4' SCH 40 PVC ;" {MAX.) WIT_HIN 6" OF FINISH GRADE s" 4" SCH 40 PVC 4" SCH 40 PVC e 0 S= 2% (MIN.) 10• 2" LAYER OF 1 8" TO i/2" t _ s" EgEg e® DOUBLE WASHED STONE �. AGA ® S= 1% (MIN.) ® S= 1% (MIN.) Eggs aga 46" LIQUID 2' EFF. DEPTH ®® . .;," LEVEL INV. ELEV.=95,00 INV. ELEV.=94.83 3/4"-1 1/2 INV.=96.00 D-BOX 1 5'EFFECTIVE WIDTH =Ift 8.2'5,2 1 5 DOUBLE WASHED BAFFLE INV.=95.75 TIE IN TO EXISTING 4" SEWER OUTSIDE HOUSE PROPOSED 1500 GALLON SEPTIC TANK_(H-20) INV. ELEV.=92.80 INV.EL; 96.78t li NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING TOP CONC. ELEV.=93.8 - -BREAKOUT ELEV.=93.3 PIPE INVERTS PRIOR TO CONSTRUCTION. - Ba®aw®aaaa� INV. ELEV.-92.80 ®Rasa 2) SEPTIC TANK AND D-BOX SHALL BE SET LEVEL Baas agaa AND TRUE TO GRADE ON A MECHANICALLY COMPACTED BOTTOM ELEV.=90.80 SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 1' 4 x 8.5' = 34.0 1' 310 CMR 15.221(2). 3) INSTALL INLET & OUTLET TEES AS REQUIRED. 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH = 36.'0' T.P. XCAVATION OR G.W.4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE .P. AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. NO G.W. ENCOUNTER LEACHING SYSTEM, SECTION. SEPTIC SYSTEM PROFILE BOTTOM OF 7P-1, EL 8 N.T.S. r (3) 5" DIA.OUTLETS 5.5" z DESIGN CRITERIA f 1 �✓ /;/ . No. 54 , ,// NUMBER OF BEDROOMS: 3 BEDROOMS r. 15.5 ,.� ,/ ' SPLITNTRY� SOIL LOG SOIL TYPE: CLASS I T �' f/ % � / /WD. FRNI./ / N.T.S DESIGN PERCOLATION RATE: 2 MIN./IN. H-10 LOADING 2 '` �' , ` T.O.F. _100/.19 / DAILY FLOW: 330 G.P.D, D-BOX V DATE: SEPTEMBER 28, 2006 (P-11,442) DESIGN FLOW: 330 G.P.D W SOIL EVALUATOR: PETER T. McENTEE C.S.E. GARBAGE GRINDER: NO INSPECTOR: DON DESMARAIS BARNSTABLE AGENT LEACHING AREA REQUIRED: (330) = 445.9 6 S.F. Elev. TIC- 1 Depth EIeV. TP-2 Depth .74 r5a: ® ®®�® q? cn if 'r `, 95.2 0" 96.2 0" PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY r ®®®�®®® 37" N / f/ FILL FILL re / / 92.2 36" 93.7 --� 30" ®®®���®®®®�®®® A SANDY RY4/2M A SANDY LOAM USE 4-500. GALL.ON_.LEACHING__CHAMBERS. IN .SERIES 31.1' �/ /` 91.9 40" 93 10YR 4/2 ( ) .2 36" SIDEWALL AREA: 2 $.2' + 36.0' X 2 = 176.8 S.F. 39.3 , 102" 1 10YR 5/8 10YR 5/8 BOTTOM AREA: 8.2' x 36.0 = 295.2 S.F. 1 rn 90.2 C1 C1 60" 91.7 54" TOTAL AREA: 472.0 S.F. PERC 4" KNOCKOUT I T MED• SAND 72" MED, SAND 20• 01a COVER I O 1 2:5Y 6/6 2.5Y 6/6 DESIGN FLOW PROVIDED: 0.74(472.0) = 349.3 G.P.D. / - 1 20%GRAVEL 20%GRAVEL 4" KNOCKOUT O/ 4." KNOCKOUT 62" L (m I 86.2 C2 108 87.2 C2 108„ o , o I �� R POSED SEPTIC SYSTEM UPGRADE I COARSE SAND COARSE SAND 57 WOODVALE NE,_ CENTERVILLE, MA 4" KNOCKOUT � N I 2,5Y 6/4 2.5Y 6/4 I I N Pre ared for: Carol Gordon, 57 Woodvale Lone, Centerville, MA 02632 1 82.7- 162» 1 83.7 162 Engineering by: Surveying by: SCALE DRAWN JOB. NO. 500 GALLON CAPACITY, H-20 LOADING I .q�` -_ S.A.S. LAYOUT �'I NO G.W. ENCOUNTERED EngineeringWorkq HOOD SURVEY CROUP NITS P.T.M. 214-06 CHAMBERS � PERC RATES < 2 MIN/IN. ("Cl("C1 & C2" HORIZONS) 12 West Crossfie Road P.O, DATE $ 2 Forestdale, MA 2644 Mashpeeee, M MA A 02649 CHECKED SHEET N0. N.TA 1 (508) 477-5313 (508) 539-7799 10/31/06 P.T.M. 2 of 2 LEGEND LOCUS �D 78 PROPOSED CONTOUR r' 79 PROPOSED SPOT GRADE Corlet a 0 c BENCHMARK: OUTSIDE CORNER woodvale t n n �n EXISTING CONTOUR OF BOTTOM STEP ELEVATION = I 00.O' TEST PIT Great Marsh Rd U (A55UMED DATUM) W EXISTING WATER SERVICE y•h� G EXISTING WATER SERVICE ® ' If I BENCHMARK N8 I° 8'25"E'M1 � k N k ` 150.01 3 1 p'C, ; { t 1 80.00.) WETLAND FLAG ROUTE 28 P i�g gs 3 C* V-105 ss o r {, LOCUS MAP N.T.S. EXISTING SEPTIC TANK I 9.2g TO BE PUMPED, RUPTURED7r/ " & FILLED WITH SAND OR r i 1 I t I GENERAL NOTES: i REMOVED ' j;'' ' ;' ;' !� ' J ; ` o / f ` 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL EXISTING LEACH PIT ;' ! j/ �NO. 54��j I I r BOARD OF HEALTH AND THE DESIGN ENGINEER. TO BE PUMPED & ��' ,/ A5PLIT ENTRY ! �/ I j f "'!U5 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS FILLED WITH SAND / - ' � / �' � FRM. �' i � j -- I ._ � ,."I �4j (7�•91)' OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE % f i ' /' i i s LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: c9 / /1/T.O.F. �- 100,16, ' 1) 310 CMR 15.405(1)(b) CONTENTS OF LOCAL UPGRADE APPROVAL: 1 1 :` �� �1 - A 2' variance to maximum cover requirement of 3', for 5' of ° maximum cover- S.A.S. shall have H-20 units and be vented. t� M — 9g ;'/�// ' l j N N 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACK.FILLED PRIOR j �, / / / '� \I# 1 V / I �O"II Vi� } `� W TO fNSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE Z ` ` (� C'y V-104 - � DESIGN ENGINEER. I ror,677O/o�'SF' f (80.17) 7 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING Q' f FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN PROPOSED SEPTIC TANK Z ENGINEER BEFORE CONSTRUCTION CONTINUES. EN 5. ALL ELEVATIONS BASED ON ASSUMED DATUM, PROPOSED S.A.S. ` f 4" SEWER g8 > �'TIJE f 1 f ' POND 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF INV.=,96.78t - 4U if tt r THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF STRIPOUT ' 0 kBO X f U n WATER SURFACE HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. t j" - 'r g82 ! f 1 ;j 1 J i I ,, I I �I?IV�A / w V1 103 t EL.=77.70 SEE NOTE 11 BITCON 7, WATER SUPPLY PROVIDED BY TOWN WATER. EXISTING PAVED DRIVE TP 2 1 O i ,' `, f 1 �� . (80.64) � : 8. THERE ARE NO PRIVATE WELLS LOCATED WITHIN 150' OF THE S.A.S. REMOVE AND REPLACE I Imo ° 1 1\ . w 9. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. � � �,• •, -•-- � --•• ._.., _....- -- .-- �, f �� � � \/-!0�� 10. IT SHALL BE THE RESPONSIBILITY .OF THE CONTRACTOR TO VERIFY TP 1 !I k ,,." THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING Al V11f O f 'g� 7 100' (n,57) CONSTRUCTION. POLY LINER 1 ` _ �y'" / / '`` 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS EL. 93.5-90.0 1- - - �" _ �' r r V-I G I IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S. 10 --- ^r (79.84) t EXIST. GAS SVC, 8.2 / �`;` - AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3), RELOCATE AS REQ'D `� µ , '" r I,0-00 t CORRECTED PER REQUEST OF BOARD OF HEALTH DEPARTMENT 12/16/06 r579°58' 5"W of R4 '`, X:� � S9�yG PROPOSED SEPTIC SYSTEM UPGRADE PA\I EMF-_ 1l 0 o PETER T. 9-- ` 34 U McE EE 5 W00 DVALE LANE, C ENTERVI LLE, MA /• 68 7 o CIVIL N Prepared For: Carol Gordon, Woodvale Lane, Centerville, MA 02632 WETLAND DELINEATION 26 No. 35109 VACCARO Environmental WOODVALE LANE O Engineering by: Surveying by: SCALE DRAWN JOB. NO, Consulting FLOOD PLAIN DESIGNATION � $ZER� '�� P.T.M. EngineeringWorkv HOOD SURVEY GROUP 1"=20 214-06 9 FS / I L���' 12 West Crossfield Rood P.O. Box 1724 P.O. Box 955 Community—Panel No. 250001 0015 C I DATE CHECKEO SHEET NO. Sandwich, MA 02563 Map Revised: August 19, 1985 Forestdale, MA 02644 Mashpee, MA 02649 10 31 Ofi (508) 888-5855 Zone 'C" Z \(� 6�0 (508) 477-5313 (508) 539-7799 / / P.T.M. 1 of 2 NOTE: TO PREVENT BREAKOUT, THE PROPOSED ' F.G. EL: 94.3-98.3(MAX.) FINISH GRADE SHALL NOT BE < EL:93.3 T.O.F FOR A DISTANCE OF 15' AROUND THE (EXISTING) EXISTING F.G. EL: 98.3t(EXISTING) F.G. EL: 97.8t VENT PERIMETER OF THE S.A.S. MAINTAIN 2% MIN SLOPE OVER S.A.S. 4' SCH 40 PVC PERFORATED PIPE WITH SCREW CAP SET TO WITHIN 3" OF FINISH INSTALL RISERS OVER INLET & OUTLET INSTALL RISER OVER D-BOX TO g-SDO GALLON LEACHING CHAMBERS GRADE TO SERVE AS INSPECTION PORT. TO WITHIN 6" OF FINISH GRADE WITHIN 6" OF FINISH GRADE IN SERIES WITH STONE ALL SIDES INSTALL RISER OVER CHAMBER SHOWN ON PLAN AND SET COVER �' L =23' TOP EL.=96.17 L =11' L=27'(MAX.} WITHIN 6" OF FINISH GRADE 4' SCH 40 PVC � " 6" 4" SCH 40 PVC 4' SCH 40 PVC 2" LAYER OF 1 8" TO 1/2" e ® S= 2% (MIN.) tp^ ) ®® � ®® DOUBLE WASHED STONE ta" ® S= 1% (MIN.) e' ® S= 1% (MIN. ®®® ®®® e ]: 48" LIQUID INV. ELEV.=95.00 INV. ELEV.=94.83 2' EFF. DEPTH ®®®®®®B 3/4"-1 1/2" a........ LEVEL F' 1.5' . INV.=96.00 6AFFLE D-BOX DOUBLE WASHED INV.=95.75 EFFECTIVE WIDTH = 8.2' STONE TIE .IN TO EXISTING 4" SEWER OUTSIDE HOUSE PROPOSED 15oo GALLON SEPTIC TANK (H-20) INV. ELEV.=92.80 INV.EL: 96.78t NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING TOP CONC. ELEV.=93.8 -BREAKOUT ELEV.=93.3 PIPE INVERTS PRIOR TO CONSTRUCTION. mm o ®®®® 2) SEPTIC TANK AND D-BOX SHALL BE SET LEVEL INV. ELEV.=92.80 ®®®®aa AND TRUE TO GRADE ON A MECHANICALLY COMPACTED ®®®®®®®®®®® BOTTOM ELEV 80 SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN .=90. 1' 4x8.5' = 34.0' 1' 310 CMR 15.221(2). 3) INSTALL INLET & OUTLET TEES AS REQUIRED. 5' MIN. ABOVE BOTTOM OF ECTIVE LENGTH = 36.0' EFF T.P. XCAVATION OR G.W. 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE .P. . AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. NO G.W. ENCOUNTERED LEACHING SYSTEM SECTION SEPTIC SYSTEM PROFILE BOTTOM OF TP-1, EL: 82.7 N.T.S. (3) 5" DIA,OUTLETS J 15.5" -I 1 - --� 2" ' DESIGN CRITERIA No. l ! NUMBER OF BEDROOMS: 3 BEDROOMS i f/, , f . r, 4 / ,� SOIL LOG 15.5" O SPLIT ENTRY ! SOIL TYPE: CLASS I e" FRPiI.f' N.LS DESIGN PERCOLATION RATE: 2 MIN./IN. 2" / �// J i %� �, H-10 LOADING /T.O.P. = IOO.I6 DAILY FLOW: 330 G.P.D.r" ;' �' ! J' DATE: SEPTEMBER 28, 2006 (P-11,442) DESIGN FLOW: 330 G.P.D p-80X �+rJ SOIL EVALUATOR: PETER T. McENTEf. C.S.E. GARBAGE GRINDER: NO J '' // INSPECTOR: DON DESMARAIS - BARNSTABL,E AGENT NA.S. :J� LEACHING AREA REQUIRED: (330) = 445.9 6 S.F. Elev. TP- 1 Depth Ele, TP-2 Depth .74 CO 1 95.2 0" 96.2 0" PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY _ ®®®® O ®®®® j � FILL FILL. r ®®E515:0®®00®®® 37" N / ! 92.2 36" 93.7 -- 30" a ®®®®®®®®®®® / f / y A SANDY LOAM A SANDY LOAM USE 4-500 GALLON LEACHING CHAMBERS IN SERIES ®L3'E@®®®®®®®® 91.9 1OYR4/2 40" 93.2 10YR4/2 36" SIDEWALL AREA: 2(8.2' + 36.0') X 2 = 176.8 S.F. B SANDY LOAM B SANDY LOAM 39.3 IOYR 5/6 10YR 5/8 BOTTOM AREA: 8.2' x 36.0' = 295.2 S.F. ,02" I ao.2 60" 7 54" I rn C1 PERC J1 C1 TOTAL AREA: 472.0 S.F. I MED. SAND 72„ MED. SAND 4" KNOCKOUT I 6 f 2.5Y 6/6 2.5Y 6/6 DESIGN FLOW PROVIDED: 0.74(472.0) = 349.3 G.P.D. 20" DIA. COVER 1 - I 20%GRAVEL 207.GRAVEL 1 p I 86.2 108" 87.2 108" 4" KNOCKOUT O/4" KNOCKOUT 62" � rn 1 c2 , C2 PROPOSED SEPTIC SYSTEM UPGRADE I N COARSE SAND COARSE SAND 57 WOODVALE LANE, CENTERVILLE, MA 4" KNOCKOUT I D I 2.5Y 6/4 2.5Y 6/4 I I Prepared for: Carol Gordon, 57 Woodvale Lone, Centerville, MA 02632 I N 81.7 162" 82.7 162'" ` Engineering by: Surveying by: SCALE DRAWN JOB. NO. 500 GALLON CAPACITY, H-20 LOADING i ... __ NO G.W. ENCOUNTERED S.A.S. LAYOUT i Engineering Works HOOD SURVEY GROUP NTS P.T.M. 214-06 CHAMBERS 8 PERC 0 MA Forestdale, MA 2644 Mashpee, MA 02649 RATES < 2 MIN/IN. ("C1 & C2" HORIZONS) 12 West Crossfie Road P.O. Box DATE CHECKED SHEET NO. 10 31 06 N.rs �: (508) 477-5313 (508) 539-7799 P.T.M. 2 of 2 I