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Home My WebLink About0028 CINDERELLA TERRACE - Health 28 Cindere la '.terrace i Mastons .Mills x - A= 047-121 M i x 1 No.... FIMs.... : THE COMMONWEALTH OF MASSACHUSETTS E®AR® ® HEALTH OF..-..-..... .�- --------------•-•-•••-•••-••-••-- pphration for ispoiial orks ( onotrurtion , rrmit Application is hereby made for a Permit to Constru t or Repair ( ) an Individual e e Disposal System - L ......% ... ............�a.=. . . ...... .. . . ... .... ion-Address �, or Lot No W ..... ,- ................................... ........................ .........- .. .. ... Installer ddress Q Type of Build n Size Lot l-.no......_...Sq. feet U Dwelling—No. of Bedrooms._..._ ....................Expansion Attic ( ) Garbage Grinder ( ) pa., Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Q' Other fixtur s ________________________ W Design Flow___-_......'•�:... ...... -- allo s per person per day. Total daily flow_.__._____��._.��-________gallons. WSeptic Tank Liquid capacity� f� a ns Len th Width_.__._._.____... Diameter....___-____._ Depth................ x Disposal Trench /box .-_------•----------- Widtl -------------- ---- of o �Ieac r s ft. Pq Seepage Pit No__ _________ Diameter._ __ pth e _. ... .... g q.Other Distributio ( ) Dosing tank ( ) .-�t, d'_ 7�,j1j Percolation Test Results Performed by.......................................................................... Date........................................ aTest Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Test Pit No. 2................minutes per inch De th of 'Test Pit.................... Depth to ground ater........................ a' ................................ --• ••--•••••••••-•••••--•--- __ ---------------------- ----------------------------------------------•-•------------ O Description of Soil_______________________' ��-� G _ ___ U ..__.__•________________________________________________________________________________________________________________________________________•.____..____-___ W ___________________________________________________________________________________________________•._._._.__•_.____.___-_____________-_.____.__..__---__.__--_-._._._.__________-_.__._._._-.........__ UNature 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 Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been sued by the board of health. gned "�- �( r .-----•--•--•-•-•-------- D re Application Approved By......_-_ fir'- i�' � --- ----•- ............................•-------- Date•••----------- Application Disapproved for the following reasons____________________________________________ ____ ••---------------------------------------••-•------------•-------------•--------------------...-----..................................•••-•------------_.._........._... ............................ Date PermitNo......................................................... Issued..-• - �---�.. --- ..................... Date r No....... FEE. ............... THE COMMONWEALTH OF MASSACHUSETTS z a BOARD OF HEALTH "!,, C. ApplirFation for Btopooai lVarks Tono#.rurtion Permit Application is hereby made for a Permit to Constru t or Repair ( ) an Individual e e Disposal Syst .:�� - .. ..._ ...-••. -- . ----------- ion_Address or Lot N '� r d ss = ....................................... _.......-•---'---------= '"--... .. Installer' ddress Q Type of Buil n Size Lot __Sq. feet DwellingNo. of Bedrooms.......__ _____Expansion Attic ( ) Garbage Grinder ( ) p-, Other—Type of Building ,__________ _______________ No. of persons____________________________ Showers ( ) — Cafeteria ( ) fW Other fixtur s .--•----•••-•-••-••-•-••••---•-•------•----------- • - ------------------ W Design Flow. .......... ..:. _..____ allo "s per person per day. Total daily flow............ _:._.._.__. _________gallons. 1� Septic Tank Liquid capacity _.. a ns Len- Width................ Diameter----_--------- Depth................ Disposal Trench /bo ............. W>dt __ of ____ o le c r .................sq. ft. Seepage Pit No._ _________ Diameter_�_l _ ___._: pth e "g % q.._ ..s ft. � Z Other Distributio ( ) Dosing tank ( ) :y41 i a Percolation Test .Results Performed by.......................................................................... Date----== ................. ........ Test Pit No. 1.................minutes per,inch Depth of Test Pit.................... Depth to.ground water.............w Test Pit No. 2..........:..:..minutes per inch De th of Test-Pit____.__........_.___ Depth to ground water---:.................... R'+ - ---- - O Description of Soil '""' -�.................................... x W •--••--•-----••-•--•••-----•..._..----••------•------•=••--•••-••-•-•---------------------------------•-•-•••------------•----•--•------•-----------------•--------- V 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 Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been sued by die boa of health. >gned - --- -•-- ----• _ Application Approved .......... _ ----- PP _ved By ' - 7': Date Application Disapproved for the following reasons:--------•----••-•••--•==•---•-•-----••- ---------------•-•••------•-........••••-----••-••••-__..... .........--•--•----•---•-•--••----•...........................................-.......................................................=--==--- ................................................... Date PermitNo......................................................... Issued...........................=--`•---•-••--..........-•-- Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ....................................'..:OF...............................-..............:...................................... Qwr ifiratr of Comptittnrr t THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by............................................................................................---• •--•-----•----•--•-•-•-••--••-•----••••--•••-••-•••---••---••-•--••-•••....................••-- Installer at........................................ ---•••------..._..--•--••----------------••--•-•--••---•------•••••---•........_..._..•--------------•---•----------------------------•-••----._.._...__.. has been installed in accordance with-the provisions of Article XI.of The State Sanitary Code as described in the application for Disposal Works Construction Permit No*........................................ dated.................................................. THE ISSUANCE OF THIS CERTIFICATE SMALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ........ ............................OF......:.... No......................... FEE........................ Disposal 10orko Tontrurtilan Permit Permission is hereby granted________________________________________________ to Construct ( ) or Repair (• ) an Individual Sewage Disposal System atNo................................................................................................................................................................................................ Street as shown on the application for Disposal Works Construction Permit N ____________________ Dated.......................................... C -�--. �.......................................... - Board of Health DATE.. -- FORM 125 IHOBBS & W RREN, INC.. PUBLISHERS Town of Barnstable P# 1 r Department of Regulatory Services Public Health Division Date o MAM 200 Main Street,Hyannis MA 02601 D ' Date Scheduled ` 3° ( 0 Time 1_ Fee P,d. Soil Suitability Assessment for Sewage Pisposal Performed By: A+tv (-� Witnessed By: w, ti ' LOCATION& GENERAL INFORMATION Location Address 2 C, a 1`r 'T�r - . Owner's Name wjck C Address Assessor's Map/Parcel: +_7—J 21 Engineer's Name 0 NEW CONSTRUCTION REPAIR Telephone# 59—4 7_j S 7, 13 Land Use Slopes(%) Z Surface Stones Distances from: Open Water Body-,7_ ft Possible Wet Area ft ft Drinking Water Wellft Drainage Way ft Property Line ft Other` ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) 17n�e r c "Us -T t Parent material al(geologic) � Depth o Bedrock Depth to Groundwater. Standing Water in Hole: /r 1///)- Weeping from Pit Face (� Estimated Seasonal High Groundwater DETERNUNATION FOR SEASONAL HIGH WATERTABLE Method Used: Depth Observed standing in obs.hole: _ __in, Depth to soil mottles, in. Depth-to weeping from side of obs.hole: _ in, Groundwater Adjustment ft. Index Well# Reading Date: Index Well level� Adl.factor— Adj.Groundwater Level.— PERCOLATION TEST bate. Time,r�, Observation FF Hole# l Time at 4" .. ..,,......_ Depth of Perc � � Time at 6" Start Pre-soak Time® M Time(V-6") End Pre-soak �1 Rate Minlinch 1 i/ Site Suitability Assessment: Site Passed Site,Failed: Additional Testing Neede4(Y/14)` Original: Public Health Division Observation Hole Data To Be Completed on Back----------- -'***If percolation test is to be conducted witbin 100' of wetland,you must first notify the. Barnstable Conservation Division at least one (1) week prior to beginning. Q:ISEPTICIPERCFORM.DOC, W.. . DEEP-OBSERVATION HOLE LOG Hole# r Depth from SoWHorizon Soil Texture Soil Color, Soil Other ';Surface(in,) (USDA) (Munsell) Mottling (Structure,SWnes;,Boulders: _. istency, QrAv1 o 4;- �L ��: etc.- ( DEEP ORSERVATION:HOLE LOG :Hole;# Z r Depth from Soil Horizon Soil Texture Soil Color Soif: Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Comistenoy,gb(Gravell Zc% .—C- sc'-11 DEEP OBSERVATION HOLE LOG _ Hole# Depth from ,Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.- Ve } DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.)" (USDA) (Munsell) Mottling (Structure,:Stones;Boulders. i I Flood Insuraace Rate Map: j Above 500 year flood boundary No— Yes Within 500 year boundary No Yes Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious.Material Does at least four feet of naturally occurring pervious in' al.exist in all.areas.observed througbout the, area proposed for the soil absorption system? If not,what is the depth of naturally occurring pe lo�maial? Cerh_._cation I certify that.:gri A)_�(date)I have passed the soil evahiator exammatlon approved b.11 y the Department of Environmental Protectioli and that the.above analysis was performed by me'conststent with the required training pertise and experience described"in.310 CNM 15.017: Signature n, Dater (� Q:\S.BPT[C�PBRCFORM.DOC TOWN OF BARNSTABLE UICATION Chi,x&,,kAM e) /,MCsL SEWAGE# e 10 t'Z--7 VILLAGE l S ASSESSOR'S MAP&PARCEL b INSTALLER'S NAME&PHONE NO. CW-e'(ti ek Pk ay? S•ei C/(/ae SEPTIC TANK CAPACITY /®y 0 /1-10 LEACHING FACILITY:(type) Zy Ayz 3 G i k4 (size) NO.OF BEDROOMS 3 OWNER \_ka��c� CnC,S-C PERMIT DATE: 5-S 20 to COMPLIANCE DATE: S'1-7 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility a /t 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 t e A3 y ,z y /ts AFw W-4 ►� 6z t $ 3 43-.z 6y 1�75 Cib LO 7a a9-Y No. 9-c (o^ 1 / Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes RpTIt atiou for Migogal *p5tem Cou5tructiou Permit Apphcatton fora Permit to Construct O Repair O Upgrade O Abandon O ❑Complete System ❑Individual Components Location Address or Lo No. Owner's Na ,Addres$,and Tel.No. i0on d-�+.o�c�,e,�1A. TA,oL u �� Vti 4'�S .)A-v r� t 0/l L� C�k Assessor's Map/Parcel I 2 � ``��to r WVk �Q`�l .509 Yzg q0 ZQ g �0if 417 S-313 Installer's Name,Address,and Tel.No. Designer's Namei Address and Tel.No. 04*kw�Q)J- L V1 V-(-'.r f Tk-b"Q S' v+ nkI.1`rL "Nc Af-S 41-0"1 IZ Qai 06�u d tz w. Cass Qt `d am%� JoAq rwh �(9 Type of Building: Dwelling No. of Bedrooms Lot Size 20, sq. ft. Garbage Grinder ( ) Other Type of Building Ve S No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 33U gpd Design flow provided 3 3 0 gpd Plan Date 7-- / — u Number of sheets Z Revision Date Title 1 Size of Septic Tank 1 000 Type of S.A.S. 2 c7 A-ry (_Q U 51-z w Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: 2607 Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date ��r I ' tc-�, Application Approved by Date '5 —; r 0 Application Disapproved by: Date for the following reasons Permit No. ;�o 1 U — 1 Date Issued �� i { A 99 y No. Fee F f THE COMMONWEALTH OF-MASSACHUSETTS Entered in computer: �{ , PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 1¢ ar AppYtcatf on for Mioogat *pgtemc Con5tructiou Vermtt Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lo No. ^� Owner's Name,Addres ,and Tel. o. Ogg �...1c��C.t2 (g, I".C� �� lA'� `�S ARV r��J t U�r� C Assessor's Map/Parcel e (GI 7 4AAG Gl 2I m. M.11 SdZ� Installer's Name,Address,and Tel.No. SV Y z g' 4UZ p Designer's Name,Address and Tel.No. 5-&� -7 7 S 3 1 L"gtDCW��sr �vf�T�S e S n` Cr ,r+�p S/f v'7 Q {,,,,, Qd lb �u�c� 1Z w , Cd-oss` (V,+ 06 4 Type of Building 1 Dwelling No. of Bedrooms j Lot Size Z 0, 3 S sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( )`p'Cafeteria( ) Other Fixtures Design Flow(min.required) 33U gpd Design flow provided 3 3 0 gpd Plan Date S - / - I U Number of sheets Z Revision Date Title Size of Septic Tank 1 000 `t.t,51, Type of S.A.S. 20 A -S Co 1 U SFo S 5 Description of Soil Nature of Repairs or Alterations(Answer when,applicable) 1 4 Date last inspected: 'Z•00'7 Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in _. accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of / Compliance has been issued by this Board of Health. r Signed Date Application Approved by Date 5 c J I Application Disapproved by: Date for the following reasons ` M � Permit No. �C) f U Date Issued -Cv THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certcftcate of Comphauce THIS IS TO CERTIIF�Y,that the On-site Sewage Disposal System Constructed ( ) Repaired (X ) Upgraded ( ) Abandoned( )by C a4-e w,n) at T',-AA c c. has been constructed in accordance c , with the provisions of Title 5 and the for Dispo§al System Construction Permit No. o2t�1 U- 1 ct/ dated Installer �o�Ip U,I t L�. , n i2� Designer �Aj (lc #bedrooms _� Approved design floydv 31 gpd ! The issuance ofts permit shall not be construed as a guarantee that the system v11" ctio Ias design-Date ?l/d Inspector j �yn.. . ... .No .Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION — BARNSTABLE, MASSACHUSETTS &.5pont *pgt m Com5tructton Vertu Permission is hereby granted to Construct ( ) Repair Upgrade ( ) Abandon ( ) System located at �R �'L r�.nR �\ \kAAa CJl �J••�/la, I z,v� L/'1� t� e a and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this pe t: Date �j Approved by /� r 05/18/2010 10: 59 5084775313 DiGINEERING WORKS PAGE 01 Town of Barnstable Regulatory Services Thomas F. Geller,Director s Public Health D"ion Thomas McKean;Director 200 Main Street, Hyannis,MA. 02601 i Office: 548-862.4644 Fax: 508-7904304 Date: �6 Sewage Permit# 2 o I° t�-� Assessor' Map/Parcel —&tj7 —1 I Installer& ReWiner Cent, 0s9L u Form C- Desiper: �),-t C • ,Installer: ��►�►�� i�Q�(2� Address: TL (IV. Cre s s-�-q-1 C( C<A Address: y 3 -7 3 on issued a permit to install a ( date ^ septic system at ZS C x q-T nr W1 1 based on a design drawn by (address) 1 (j M C..Er.l�t� E dated �/ l l ( C) eS�er i I certify that the septic system referenced.above was installed substantially according to the design, which may include minor approved changes such as lateral relocaticn of the distribution boat and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. I i I certify that the septic system referenced above was installed with major changes (i.e. E aterlocation. of the SAS or any vertical relocation of any component thesepaccordance with State & Local Regulations. Plan revision or tified as-built by designer to follow. Stripout (if required) was inspected and the soils were found satisfactory. IN OFMRS .`►y PETER T. lgr'S ) I McENTEE } CIVIL No.35109 rgner's Signature) (A� De. /6 nm TOPL BARN TABJ,E EMC LNOT BE I I q:bftioo fort►�Wes3c�tioa formdoc I i Ii 1 I I by 0 Pp,I/„P .� '� TOWN OF BARNSTABLE LOCATION 28 Cinderella Terrace SEWAGE # .VILLAGE Marstons Mills k SESSOR'S MAP & LOT t/7 12 f INSPECTED BY: 775-3338 7 /5-b412 NAME & PHONE NO. Joseph P . Macomber & Son inc SEPTIC TANK CAPACITY 1000 gallon LEACHING FACILITY:(type) leaching pit (sue) 1000 gallons NO. OF BEDROOMS PRIVATE; WELL OR PUBLIC WATER (,IJtLL OWNER David Chase Inspected DATE 1/13/93 DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No i i. �y V i I � t J.P.MACOMBER & SON INC. BOX 66 CENTERVILLENA.02632 $o v� - --$a LEGEND N -------------- ° x 88,17 uocus 86.12 8 9.3 2 -- 98 -- EXISTING CONTOUR Race v 88.6 GEC X 100.98 EXISTING SPOT GRADE Lone Y Benchmark v� s� 102 PROPOSED CONTOUR `0��o s 8� FiEP�Or -W EXISTING WATER SERVICE ORANGE SPIKE IN_R_E_T_MALL- 1N --90 EL.=93.26-(-A-ssum ed da tum) 1 -G EXISTING GAS SERVICE c°'ne�yOCk _ - U UNDERGROUND WIRES Rd 89 7 . �_ �-c ��1�5 P�5•��r� TEST PIT a °o,,� +I�'2 I. 2 BENCHMARK C °a a EXISTING LEACH PIT ' _ `2'Z �' LOCUS MAP TO BE PUMPED & FILLED N 3 Op 90.93 �� t NOT TO SCALE W/SAND AND ABANDONED---_-_ ' �19! 1 89.99 .69 ; 0+ 91,14 �� x-----0.0- EXISTING SEPTIC TANKI 91.6 of 100, � 0 �p TOP OF TANK, EL.=91.10 INV. (OUT)=89.77E /ter--'J + 93.28 92.96 93.26 92.56 2.42 92.56 X 92.6 3.06 92.51 x M 91.27 O 91.07 93,53 DECK 90.84 X �: CONC. I 95.62 s x 92,61 x PATIO 93.24 wo�ko�r , GENERAL NOTES: X 194.36 /� 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 93,59 r BOARD OF HEALTH AND THE DESIGN ENGINEER. I 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS i/�' I �'�/ X S8.O1 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE 9 r LOCAL RULES AND REGULATIONS.-- 1EX/STING ----------,:P o, . Qj 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE HOUSE(#28) X 96.58 i� DESIGN ENGINEER. T.O.F.=98.71- i 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 96.96 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN o / 97.46 C i 98.08 ENGINEER BEFORE CONSTRUCTION CONTINUES. N X �� 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. i i j` LO �� i/ �i� 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF j?.. �X195,97 / 97.81 3 �� THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF a' J 61, 98.11_ HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. -1 �, 98.2 ' < 97,71 ' �� 100 7• WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 97.9 too/k - '9 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. � / � _7,91 ��---�8--------- � 97,70 (LOT 29) I 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS / �'' 0 AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE APN 047-1121 C DIRECTED BY THE APPROVING AUTHORITIES. 20,035 S.F.t / PA rVE D / 101.00 100.91 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY / �� X X THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING �r OR I X CONSTRUCTION. 99,53 L=38.02 - 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS L-49 57' / _ 103.70' x _ IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND 01 / N 58'35'38" E " `R=2.44`61' REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 9 , / \ I _ 100 - 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 98,8 7 ( `- INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. I / 95,43E• 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. �P�� OF 4ASS9� x 97. 6 97.84 �-` 98.29 98.34 98,79 edge of ! pavement 99,32 99.68 PETER T. �G� 6, I PROPOSED SEPTIC SYSTEM UPGRADE PLAN Mc CIVIL 97,44 28 CINDERELLA TERRACE, MARSTONS MILLS, MA CIVIL N CINDERELLA TERRA CE No. 35109 Prepared for: Capewide Enterprises, P.O. Box 763, Centerville, MA 02632 Gl$TERE� Engineering by: SCALE DRAWN JOB. NO. 9oFFSS/ONAL ENG� OWNER OF RECORD Engineering Works, Inc. 1"=20' P.T.M. 146-10 CHASE, DAVID E & OLIVE M g 9 e 28 CINDERELLA TERRACE 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. r MARSTONS, MILLS, MA 02648 (508) 477-5313 5/1/10 P.T.M. 1 Of 2 i. , I 1 NOTE:ITO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL.88.5 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. i SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT INSTALL INSPECTION PORT OVER END UNIT T.O.F. OUTLET AND SET TO 6" OF FINISH GRADE COVER SET ER 6" A GRADE EXISTING F.G. 91.5(MAX.) F.G. EL.=92.4t F.G. EL: 91.Ot M f /MAINTAINh 2% GRADE (MIN.) OVER S.A.S. I L 68' L = 6'(MAX) IN PORT ION ® S=1% (MIN.) ® S=1% (MIN.) 4"SCH40 PVC 4"SCH40 PVC 6" ; fro' LL110" 14" ? 6' 10.38" TO EXISTING 48" LIQUID INVERT �O LEVEL G ADAS D E INV.=88.37 PROPOSED INV.=88.20 4 ROWS OF 5 UNITS AT 5.0'/UNIT = 25.0' j p S A.S. I INV.=89.77t D-BOX INV.=88.07 ' ► p OP _ EXISTING SOIL ABSORPTION SYSTEM (PROFILE) �, EXISTING SEPTIC TANK �1 25,—� Y�---� S.A.S LA OUT ESTABLISH VEGETATIVE COVER BACKFILL WITH CLEAN NATIVE OR PERC SAND TO TOP OF CHAMBERS 21" 6-4' POLYSEAL OUTLETS 2" 2" 1-4' POLYSEAL INLETS BREAKOUT=TOP NOTES: TOP ELEV.=88.53 a INV. ELEV.=88.07 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE C"! r' O O INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV.=87.20 c ".• In 2) D-BOX SHALL BE SET LEVEL AND TRUE TO 5' MIN. ABOVE BOTTOM OF 2.83' D0 GRADE ON A MECHANICALLY COMPACTED SIX T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=11.3' i�1 To Yew INCH CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). EXISTING SUITABLE p D—BOX Section 3) INSTALL INLET & OUTLET TEES AS REQUIRED. NO G.W., EL=81.2 = MATERIAL 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE USE 4 PROFILE SEPARATION BETWEEN EACH ROW & NO STON OF E D Arc WITH NE NO 63.25" AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. SEPTIC SYSTEM N.T.S. TYPICAL SECTION 1s' SOIL LOG 34.5" DATE: APRIL 30, 2010 (REF#12,913) SOIL EVALUATOR: PETER McENTEE (SE#1542) DESIGN CRITERIA WITNESS: DAVID STANTON R.S. TOP VIEW HEALTH AGENT NUMBER OF BEDROOMS: 3 BEDROOMS ELEV. TP— � DEPTH ELEV. TP-2 DEPTH so" SOIL TEXTURAL CLASS: CLASS 1 91.2 A 91.2 A END CAP END CAP 0" O" FRONT VIEW SIDE VIEW DESIGN PERCOLATION RATE: <2 MIN IN SANDY LOAM SANDY LOAM END CAP / 10YR 4/2 10YR 4/2 REAR/TOP VIEW Mktg DAILY FLOW: 330 G.P.D. 90.7 6" 90.7 6" B B NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW DESIGN FLOW: 330 G.P.D. SANDY LOAM SANDY LOAM TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY GARBAGE GRINDER: NO 10YR 5/8 10YR 5/8 DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. LEACHING AREA REQUIRED: (330) = 445.9 S.F. Sa.� 40„ s9.2 G 24" 4640 TRUEMAN BLVD HILLIARD. OHIO 43026 Are 36HC DETAIL 961L 74 PERC ADVANCED DRA NAGE 5Y57EM5,INC.• EXISTING SEPTIC TANK: 1000 GALLON CAPACITY 52" 1 PROPOSED SEPTIC SYSTEM UPGRADE PLAN PROPOSED D-BOX:: 1 INLET, 4 OUTLET (MINIMUM) M-C SAND M-C SAND USE 4 ROWS OF 5-ADS Arc 36 UNITS WITH N0 2.5Y 6/4 2.5Y 6/4 28 CINDERELLA TERRACE, MARSTONS MILLS, MA SEPARATION BETWEEN EACH ROW & NO STONE Prepared for: Capewide Enterprises, P.O. Box 763, Centerville, MA 02632 Engineering by: SCALE DRAWN JOB. NO. BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT) 81.2 120" 81.2 120„ Engineering Works, Inc. NTS P.T.M. 146-10 (Arc36HC Units) 20 UNITS x 5.0 LF x 4.80 SF/LF = 480.0 SF PERC RATE <2 MIN/IN. ("C" HORIZON) 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74(480.0 S.F.) = 355.2 G.P.D. NO GROUNDWATER ENCOUNTERED (508) 477-5313 5/1/10 P.T.M. 2 Of 2 1,