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HomeMy WebLinkAbout0135 KNOTTY PINE LANE - Health - 135 Knotty Pine Lane Centerville A= 191-082 J r� P �6©dS � No. ,, Fee � —_/`00 THE COMMONWEALTH OF MASSACHUSETTL Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZI'ppficatiou for ;Digp of �&pgtem CowAructiou Permit Application for a Permit to Construct( ) Repair( Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. /3 � r �/fre �'1 Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's Name,Address Tel.No. _ Designer's Name,Address ` and Tel No. Type of B ing: �q Dwelling No.of Bedrooms Lot Size t7, 09�_ sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures 2 Design Flow(min.required) 330 gpd Design flow provided 363 s )L S gpd Plan Date Number of sheets Revision Date Title Size of.Septic Tank /Dd D Type of S.A.S. Description of Soil r Nature of Repairs or Alterations(Answer when applicable) [sriv Date last inspected: Agreement: The undersigned agrees to ensure the construction and rnainten nce of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Env' nment I Code nd not to place the system in operation until a Certificate of Compliance has been issued by this Board of Hea Signed i Date _°� _c d Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. 00 9 Date Issued �j raZ 'fJ .———————————— ————————————————————————————— J6.. e No. ."h. ` Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for Mi'5130 "'at *p5tem Construction Permit Application for a Permit to Construct( �)iHRepair( ) Upgrade( ) Abandon( ) ❑.Complete System ❑Individual Components Location Address or Lot No. j ,)OAC f I7 Owner's Name,Add,,es�;Fand Tel.No. p Assessor's Map/Parcel �/ ... f��� S'^�•¢-,,�`�,-,� -�� Installer's Name,Address,.and Tel.No.� � Designer's Name,Address and Tel No. Type of BuVding: J q Dwelling No.of Bedrooms Lot Size f7i p l sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons/ Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3/ gpd Design flow provided 363'- gpd Plan Date Number of sheets Revision Date Title Size of.Septic Tank �Od 0 Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) �/)' tev f> r r Date last inspected: - Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Heal:th, —oe� Signed rr e;/Q Date Application Approved by Date (0" ' d Application Disapproved by: U Date for the following reasons Permit No. b 006 A` _-j Date Issued —————————————— ..w.-..w.�q�.w.o r..�r-.M.:w...�r s��rr.r}r_.w_...-r.r THE COMMONWEALTH OF MASSACHUSETTS - BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance - THIS IS TO CERTIFY,that the On-site Sewagelgispbsal System Constructed ( ) Repaired ( `"') Upgraded Abandoned( )byr1�� ��/ , at 3S" f! h'/�/ C� has been constructed in accordance with the provisions of Till A'and.tthe for Disposal System Construction Permit No. A 06 ; �o/ dated Installer t Designer #bedrooms r Approved design flow A n gpd The issuance of this permit shaali opt/be�c nnsstrrju`eed as a guarantee that the system�ilidfu jncti /n aasadesigne Date 11//� �t/" Inspector I pS �-�r�E...,..��w. �.n.e. —e,.----.4.q��r.� �..te,..r.�. �.w...-....----s rr$h�l�r�wMae' No. a � � rFee t0_0 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS �N!5ponl '&p.tem (Cow9tr-uction permit Permission is hereby granted to Construct ( ) Repair�( Upgrade ( ) Abandon ( ) System located at / ?%9 P/J�° �l U 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-per=snit. Date P_ -� — Approved by f : ' No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Z1ppfication for Tigponl �bpgtem Con0truction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 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(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of.Septic Tank Type of S.A.S. Description of Soil 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 Certificate of Compliance has been issued by this Board of Health. Signed Date Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. Date Issued ———————————————————————————————————————————— THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( ) Abandoned( )by at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector --——————————————————————————————————————————— No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS 1=i.5pont �&pgtem Congtruction Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) 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 S and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this permit. Date Approved by .gyp ,.,�•� i � � s. ' No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: t� PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZPPgicatiou for Mio gal *paem Con0truction Permit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. ` 7 f'� � / ��'jT/y l�fi Ownprr's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's Name, Name,Address,and Tel.No.� y . Designer's Name,Address and Tetlallo. Type of Building: Dwelling No. of Bedrooms Lot Size I l - sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) `� gpd Design flow provided 363 , gpd r'1 Plan Date Number of sheets Revision Date Title Size of.Septic Tank /U�Jv Type of S.A.S. Description of Soil 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 Certificate of Compliance has been issued by this Board of Heal&/ t �/ Signed ...�_—� 1 r�. Date tApplication Approved by ;'� ` ` Date . " ^ Application Disapproved by: Date for the following reasons -n -.tV Permit No. tj 1 Date Issued THE COMMONWEALTH OF MASSACHUSETTS -- - - BARNSTABLE, MASSACHUSETTS _ Certificate of Compliance THIS IS TO CERTIFY,that the On-site SewageDi Tsposal System Constructed ( ) Repaired ( Upgraded ( ) Abandoned b at = f �%f 1 r` has been constructed.in accordance with the provisions of Title`s and the for Disposal System Construction Permit No. dated J,..� c. Designer e ��vZ/°.'.V41 Installer #bedrooms '""" Approved design flow °ram gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS migpogal *pgtem Con.5truction Permit Permission is hereby granted to Construct, ( ) Repair.( :Upgrade ( ) Abandon ( ) 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. j Provided: Construction must be completed within three years of the date of this permit. Date 6_ -U Approved by Town of Barnstable �FTHE 1p�, Regulatory Services v� �O Thomas F. Geiler, Director • BARNSTABLE, 9 MASS. Public Health Division i639• �0 A'F0 ti9. ° Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: 6/03/08 Designer: _Shay Environmental Services, Inc. Installer: Rodney Fisher Address: P.O. Box 627 Address: 585 Kelley Street East Falmouth, MA 02536 Harwich, MA On 6/02/08 Rodney Fisher was issued a permit to install a (date) (installer) septic system at 135 Knotty Pine Lane, Centerville, MA based on a design drawn by (address) Shay Environmental Services, Inc. dated May 1, 2008 (designer) _ XX I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. i greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certi 1 d as-built by designer to follow. A OF (Instal r s gnature �� CA EMEN 161 o. SHAY No. 1181 signers• gnature) (Affix p Here) PLEASE RETURN TO B LSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q: Health/Septic/Designer Certification Form TOWN OF BARNSTABLE I tLOCATION 135 SEWAGE# i'VILLAGE ASSESSOR'S MAP&PARCEL NC{ INSTALLERS NAME&PHONE NO. 2� SEPTIC TANK CAPACITY LEACHING FACILITY:(type) 5,t. i Q y X01r,% (size) NO.OF BEDROOMS OWNER R\ c-*t -D% Lfzie L.o PERMIT DATE: 2-l b$ COMPLIANCE DATE: (u 3 I Z) Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility is(A Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) IJ r A Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) /Ft- Feet FURNISHED BY Z 1 1 5 ` 1 P Tea To i r ION y / �"us��f�s s � � —P/EE RMIT NO. Vil U..�AGE l � STAL.LER'S MAFAF A 0 D R I S S G"J I D E R OR OWN€R -31 7L?,"u Ilk (JA D A T C PERMIT ISSUED DATE C G M P L I A N C E 15SU E U a - i A i � y �e V a ' Town of Barnstable P# Department of Regulatory Services V ' i s Public Health Division DateMAS& 200 Main Street,Hyannis MA 02601 � Date Scheduled Time Fee Pd. SoijSuitabilityAssessmentfor Sewage Disposal Performed By: r' Witnessed By: a LOCATION&,GENERAL INFORMATION Location Address (JS �Cnb � lei c�z `-�-' Owner's Name Ce4�42 3 t 11 AddressS crV� Assessor's Map/Parcel: [9 i 1 ke� Engineer's Name C P, . NEW CONSTRUCTION REPAIR K Telephone# 5 39 '�-16`4, pan Land Use ► `1-iQX Slopes(%) Surface Stones Ne Distances from: Open Water Body ft possible Wet Area_/V/&—ft Drinking Water Well VT$ Drainage Way4 ft property Line �b ,� f� Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands fn proximity to holes) .gyp r 177., nip +._..._'..a.-ram ��s•f - "' '. � fr' - _ _ -._.-,� -_ _-. -.� ""; DO� .. ..t C:J Chi _ Parent material(geologic) Depth to Bedrock /V A �- Depth to Groundwater. Standing Water in Hole: 4Q1 c Weeping from Pit Fi,ce Afl 0 Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE 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, a,.„ Adj,Ihctor,T.,,e,4 Adj.Groundwater Level-_ PERCOLATION TEST W0112A Time 8`0c [Hole servation _ # Time at 9"epth of Perc Time at 6" Start Pre-soak Time @ Time(9"4") End Pre-soak �"t�� -� Rate Min✓lnch c�M�1 Site Suitability Assessment: Site Passed _ Site Failed: Additional Testing Needed(Y/N) /V Original: Public Health Division. Observation Hole Data To Be Completed on Back---------- ***If percolation 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:\SEPTIMERCFORM.DOC _ y • DEEROBSERVATION HOLE LOG Hole Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) (Munselq Mottling (Structure,Stones,Boulders. Consistency,% vel L5 J ore S DEEP OBSERVATION HOLE LOG Hole# a Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsel) Mottling (Structure,Stones,Boulders. Consistency,%Gry 1 �- L �0 �5 A . n • 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 • � fir•. l _ Hole# �Z ` i j DEEP OBSERVATION HOLE LOG � Depth from Soil Horizon Soil Texture Soil Color Soil Other + _ Surface(in.) (USDA) (Munselq Mottling (Structure,Stones,Boulders. Consistan G �! A Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes _ Within 500 year boundary No?' Yes -. -•-Vv:i#hissjrr0-j.sr:BtrrA bouadaryy , •- `F loea _ Depth of Naturally Occurrine 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? -Is If not,what is the depth of naturally occurring pervious material? ___. Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Envir me I Protection and that the above analysis was performed by me consistent with . the required train' g, e n e erience described in 310 CMR.15.017. } Signature Date Q.\SEVnC\PERCFORM.DOC ' Y .t, {- '� �. ,z f, _ -i��N�. �1fi'•i I 2-18• DIAM. ACCESS MANHOLES 6• *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. +• ;• ,:L��:+-irjr�__:s:. •`•., ,,: <t ,It s k { ; y 1 I 10' min. from r Existing Foundation house to septic tank Ir o °s i'• D-BOX cover must b• y r Septic tank town must b• I 1,', i t Ilt x 4zli s t t TOP OF FOUNDATION = ELEV. 100.00 p within 6 in. of finished grade + within 6 in. of rint•hed grade '. dodo over Septic Tank- 99.50 Grade over D-Box- 96.50 over SAS- 98.00 ESTABLISHED VEGETATIVE COVER INLET OUTET------------- i ii s d I a t 6 HOLE H-10 02 ,, •ti BACKFILL WITH CLEAN SAND .,•� a' ••h. �. ',ti..,a•• r• , ` . THE ACCESS COVERS FOR THE SEPTIC TANK. i'. i •6 ..t '�t, tii.o�•. ':p •,' IST. 80X t s s t i I ,.>,s t •rt S» 3• Max mum Cover i' .. �i t,.0. DISTRIBUTION BOX AND LEACHING COMPONENT m .r. ,., NATIVE OR PERC SAND , }. t,�� # � �;.• +. AP PoaT Toe ; .. ,,. ;1,, . EXIST. 4 PVC C PED INSPECTION E .• ;�;.��.:v.••f" ,,••, ' � ; 10 • � .. . r ,. •,1.L i••...1 ` .1,.• ,�.t,J.•�•, .}'. J � . r.1...� .. .1 � . r •, ', IS•T• ��. r+,.T2• i 54 t �: s ; F )� �0.0 { rt, ,r ^:,• ',«;ef• fh;'.,t T::,, h„,'• SET DEEPER THAN 6 INCHES BELOW FINISHED extsT. PIPE N 1000 GAL S. INSTALLED AND TO 8E WITHIN 6 OF GRADE a ,,„., t.. ,•r C .,,,i ''71'. ;y >'. 'r t.; GRADE SHALL BE RAISED TO WITHIN 6 OF 4 f 0.01• K •'•l A. .t,. '„{• • ,.,. .,.t`:, .1. ,'�' ,. J2' p ,.foot y:^:1 . ,' .;.., . .. „•,•, :.1:•. FROM EXIST. FOUNDATIaI SEPTIC TANK T - ... •• ? " $ ,o (TWO TOTAL) TOP OF UNIT ELEVATION 95.75 .,�, 1,. + ,.;�•• - �: I,:i �� �'" + :~* v t ; .',•,•�; .''"•' STEEL REINFORCED PRECAST CONCRETE FINISHED GRADE p r "t'• n awl S IS, t•. 'rt•,y: •'w };• ,•y.:v1 .1 �M• •a•,?'• 'rbl'' •p INSTALL F- A al ors r .n '•i ti t •i.•• r . .� v;� S ALL TU TITE GAS BAFFLES OR EQUALS N H-10 _ ,�;;� i.::'tt; ;r,. ... .; PLAN VIEWI }i CONCRETE WAI _our II y N c rn INV. ELEVATION 95.50 :a.' .,1;;.)..,• •,,.:: •. +r" . . . . . . „.:i• t+•• 't!' �:� ,. • REMOVABLE u OI II 3-24EMOVABLE COVERS , 9 t :.. •• 44gQo�MI+w4#4 :c4MFpST f++Y. c1, °? ))}- u 6 In IF 3/4•-1 1/2" o N uj 26 ,• ;+' Y i compacted stone y 'm01BOTTOM ELEVATION - 94.75 _ - -6 „ 4 ROWS OF 6 UNITS AT 4•/UNIT+ 2 END CAPS 26.G0 , �f w •:. .•` ` 4• ,� GENERAL NOTES SYSTEM PROFILE ' mum=Z c 3'min. dearonc• i '' 1rfmET ^ VERIFICATION f� P E INLET 6 minim 2• min. inlet to outlet e•min. 1. Contractor is responsible for Digsafe notification,Not to Scale 6 ln.of 3/4"-1 1/2' S MIN ABOVE BOTTOM OF » ouTT :•compacted •ton• F 1 TEST PIT OR GROUND WATER 4 6 4 ,' 10•mh LigTevel-t�, and protection of all underground utilities and pipes. NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE 0 EFF IIIDTR 12.70 E)aSTINO SUITABLE MATERIAL 5 -7• �, : s _r 2. The septic"tank an j distri ution box shall be set level on 6 of 3/4 -1 1/2" stone. 'oEf � r Liquiddepthin. 3. Backfill should be clean sand or gravel with no �• • BOTTOM OF TP-1.: 88.00 qstones over 3 in size. BOTTOM OF TP-1.: = 88.00 S❑IL ABS❑RPTI❑N SYSTEM (SECTION) 4. This system is subject to inspection during installation L" INFILTATROR QUICK 4 (H-10 LOADING)/ GEORGE O'BRIEN �� „, ,, , �� by Carmen E Shay - Environmental Services, Inc. '"-10" 5. The contractor shall install this system in accordance (OR EQUIVALENT) 6'-a' 4 with Title V of the Massachusetts state code, the approved plan NOTE: OVERALL HEIGHT OF INFILTRATOR IS 12" CROSS SECTION END-SECTION and Local Regulations. �0 �, �` 6. If, during installation the contractor encounters any ite `� from thoseshown son the soil log that or in our design TYPICAL 1000 GALLON SEPTIC TANKsoil NOT TO SCALE installation must halt & immediate notification be made to Carmen E. Shay - Environmental Services, Inc. 7. No vehicle or heavy machinery shall drive over the - PERCOLATION TEST septic system unless noted as H-20 septic components. 8. Install Tuf-rite gas baffles or equals on all outlet tee ends. Date of Percolation Test: APRIL 30, 2008 9. All Distribution Lines shall be 4" diameter Sch. 40 NSF PVC pipes. Test Performed By. CARMEN E. SHAY, R.S., C.S.E. 10. All solid piping, tees & fittings shall be 4" diameter Results Witnessed By. Donald Desmarais, Barnstable BOH EXCAVATOR: Shay Env. Svcs. Schedule 40 NSF PVC pipes with water tight joints. Percolation Rate: <2 MPI ® 30" 11. MUNICIPAL WATER IS AVAILABLE TO THE SITE and Surrounding Test Hole Test Hole Properties. NO PRIVATE WELLS WITHIN 150 FEET of PROPOSED-SAS m' No. 1 No. 2 DEPTH SOILS ELEV. DEPTH SOILS El EV. 0 98.00 0 98.00 NOTFo Loamy Sand Loamy Sand THE PROPERTY LINES ARE APPROXIMATE AND - COMPILED FROM THE PLAN BY BARNSTABLE SURVEY CONSULTANTS OF 10 YR 5/1 10 YR 5/1 YARMOUTH MA, ENTITLED "SUB. PLAN OF LAND in CENTERVILLE, MA"- 0"-8" As 97.33 0"-8" As 97.33 DATED MARCH 11, 1970, CERTIFICATE #32898-B Sheet 2 AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN Loamy Sand Loamy Sand IT SHOULD BE USED FOR NO PURPOSE OTHER THAN 10 YR 5/6 10 YR 5/6 THE SEPTIC SYSTEM INSTALLATION. 8"- 30"1 B. 95.50 8 30" B 95.50 PL Medium Medium 100.00' Sand Sand NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE 2.5 Y 6/6 7.5 Y 6/6 FROM THE EXISTING LEACH PIT TO BE DISPOSED 30"- 120 C, 88.00 30"- 120 C, 88.00 OF AS PER BOARD OF HEALTH SPECIFICATIONS. - SHED - EXISTING LEACH PIT TO BE PUMPED DRY & FILLED IN PLACE OR REMOVED IF REQUIRED TO INSTALL SAS 9 TEST HOLE #2 8 ELEV.- 98.00 89 - ASSESSORS MAP 191 LOT 82 -- In-Ground Pool ZONING - RESIDENTIAL Pere #1 2 �' --- 9e Depth to Perc: 30" -48" ` Perc Rate- Less than 2 MPI Groundwater Not Observed • , _ _ NO-,_-WETLANDS. ARE-LOCA1'ED WtT�1fN:A"200'"�RADfUS ._ BOTTOM OF TEST HOLE Elev. 86.00 or 120" OF THE PROPERTY. , Failed ADJUSTED H2O Elev. = No Adjustment Required. r TEST HOLE #1 LEACH PIT tg r ALL OUTLET PIPES FROM THE 99--_ ELEV.= 98.00 D-Box DISTRIBUTION BOX SHALL BE 12" CONCRETE COVER -- - _ PROJECT BENCH MARK SET LEVEL FOR AT LEAST 2 FT. TOP OF FOUNDATION 8 - 5" OUTLET 2• LEGEND :: 3 _______-- ------ ELEV. = 100.00 (Assumed) R< KNOCKOUTS 15.5" OUTLET tY INLET 8X0 DENOTES PROPOSED EXIST. 0 99 2 SPOT GRADE 1000 gal. e" LOT #14 Septic Tank t5.5" "{�"' "'••'•�''' DENOTES EXISTING X 104.46 SPOT GRADE 1.75' LEcK PLAN-SECTION CROSS SECTION PL PROPERTY LINE p EXISTING - O GARIGE EXISTING LOT #12 o 6 HOLE DISTRIBUTION BOX PROPOSED CONTOUR BEDROOM O NOT TO SCALE S DECK EDRO 97- - -- - -97 EXISTING CONTOUR Design Calculations 135 DEEP TEST HOLE & I PERCOLATION TEST LOCATION 99 I Number of Bedrooms: 3 Equivalent to 330 Gal./Day (330 Gal./Day Min. per Title V) Garbage Grinder. No FENCE Leaching Capacity Proposed: 330 Gal./Day Minimum (Min. Per Title V) Septic Tank : - 2 x 330 Gal./Day - 660 USE EXIST. 1,000 GAL. Septic Tank. 1 `j -I-----____-____-- SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch I Bottom Area: 0.74 gal/sq. ft. x 490.88 sq. ft. - 363.25 gallons PRIVATE DRINKING WATER WELL I � Sidewall Area: NOT USED LOT 03 - ---919 Providing: - 363.25 gallons REVISIONS 11 EXIST. I 3' 17,092 Square Feet +/- Use: 4 ROWS OF 6-QUICK4 STANDARD CHAMBER UNITS WITH NO I DRIVEWAY I N0. DATE: DEFINITION I I STONE FOR AN SAS HAVING THE DIMENSIONS: 12.7' x 26.0' I I I Bottom Area: (General Use Approval for 4.72 SF/LF of INFITRATOR 6 UNITS + 2 END CAPS per ROW - 26.0 FT __L I 4 ROWS x 26.0 x 4.72 SF/LF = 490.88 j _ I DESIGN FLOW PROVIDED: 0.74(490.88 S.F.) = 363.25 GPD I 11 = ------------------- R 449.57' I 98 ----- PROPOSED PREPARED FOR : SUBSURFACE SEWAGE DISPOSAL SYSTEM .KN O T T Y PINE' LA NE OF (40 FOOT RIGHT OF WAY) ALBERT DICARLO # 135 KNOTTY PINE LANE # 135 KNOTTY PINE LANE CENTERVILLE, MA CENTERVILLE, MA 02632 PREPARED BY: F h1�ti4 M.r4' CA Rl 1l EN lJ • SHAY r-` L o � N Bedroom 0 20 40 50 S Bedroom m ENVIRONML'NTAL SERVICES, INC. Kitchen Bedroom � ;- � '' '� "i 185 ASHUMET ROAD Dining Living Room � MASHPEE MA 02649 SCALE: 1/1=20' F,„ ANITAR�i`a Attic Storage Attic Storage F,4 'T 1st Floor 2nd Floor TEL/FAX : 508-539-7966 3 BE HOUSE FLOOR SCHEMATIC SCALE: 1 "=20' DRAWN BY: CES DATE: MAY 1 , 2008 (Description Provided By Owner) PROJECT#SD-1088 ILENAME: SD1088PP.DWG SHEET 1 OF 1