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HomeMy WebLinkAbout0099 FULLER ROAD - Health 99 Fuller Road Centerville A= 189-149 5 M E A D No.2453LOR UPC 1204 .m. dmm • UMb In USA ,dim OSFI o No. _O ^ Fee-ft/00 . THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for Misposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair(/ Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address oF�ot No. q 9 F.//P r /�a( Owner's Name,Address,and Tel.No. SNFc /9 jsp c. C ,M7e.rV, /e MA -7 oQy /9�vea7f�fT po 9oX I1�4 Assessor's MapTarcel . 1-4 y GQf ter A4 J9 0 1 S6/ Installer's Name,Address,and Tel.No. JV;X e S o Se f}'s Designer's Nan)e,Address,and Tel.No. V H AtPo z 4 Pf /99 o CAvrra-v J2 HArG✓��� Mr4 otCys 3Zo Cot„,¢ A,,( - 4,? So 833- Oo / Type of Building: � Dwelling No.of Bedrooms 3 Lot Size Z ��$ sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) CafeteriaO Other Fixtures Design Flow(min.required) 330 gpd Design flow provided �✓� gpd Plan Date .S- /7-// Number of sheets Z Revision Date Title / Size of Septic Tank /0 0 D y a/ Type of S.A.S. Z 81rw-r o i 'd 31 in T eht/, Description of Soil Nature of Repairs or Alterations(Answer when applicable) P la L r' A/ e /e a G ,,4 svt Pit ,,✓ofG �ec,i S/9.f 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. `J Signed /s� Date CC,- y Application Approved by Date - 9 - I Application Disapproved by Date for the following reasons Permit No. 7n( i 76 Date Issued -------------- - - - - - - - td��i � ...T,' ..R�.. ,r i ... -,. .........-. ..tyv^ "oMi"+.�+.r-au- -....�-.r..-.w... .w•-.- -....�.., � ,. ... -� -. . 41. 6i 0}P /.I No. Ol i � � � Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:_I PUBLIC HEALTH DIVISION OF BARNSTABLE, MASSACHUSETTS Yes N 01ppYitation for Disposal �*pstem Construction permit Application for a Permit to Construct( ) Repair(0/ Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or of No. � '/ F //c'r A?o� � Owner's Name,Address,and Tej.No. s/V EC /qt ro c C'eHfiev , , I/e MA *< oQy /90tve01"•rf• p0 / /Id9 Assessor'sMap/Parcel L Gry G 4fter 44/9 U 1 s6 Installer's Name,Address,and Tel.No. IW /<e /3 a 5 e t f; Designer's Name,Address,and Tel.No. V f/ Asfo r•4 (,) /99 ptCy 32v of,(, Type of Building: Dwelling No.of Bedrooms .3 Lot Size 2 W, 'IS$ sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3 o gpd Design flow provided 3�� t gpd Plan Date 5 - /7- // Number of sheets Z Revision Date Title / Size of Septic Tank /0 o D 9rd Type of S.A.S. Z Description of Soil . J Nature of Repairs or Alterations(Answer when applicable) /a L Lo lea C bt,T -svrX-M w ,�i. �e S/�J. 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 iri 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. 76 i i Z 1 Date Issued a y e THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS `6 )11 0' T ' Certificate of Compliance - THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ✓� Upgraded( ) Abandoned( )by at *�jJJj�" / ( r/Iss been constructed in accordance with the provisions of Title 5 and the f 9 vDisposal System Construction Permit NO.ZUII- 74 1 dated q /Zoll Installer �fs� Designer #bedrooms `?j Approved design flow 3 3 o ) gpd The issuance of this permit shall not)be cco�nrst ed as ayarantee that the system will functi n assigned. Date � ( � / inspector f��' No.20)1 " Z 6 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction i9ermit Permission is hereby granted to Construct( )l Repair(/) Upgrade( ) Abandon( ) System located at 9 f �iN� ,r�e and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date 9 / /20 / / Approved by v J, , Town of Barnstable E Regulatory Services Thomas F. Geiler,Director NAM rts�ar�w�. Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: Sewage Permit# 2011—,6a / Assessor's Map\Parcel Designer: X 5gV-C/,q Ae Installer: gJ5 e* �W5 Address: Address: I f? etayWti %(d Sf / `lylCL1 OnZ` / '5 �L was issued a permit to install a (date) (installer) septic system at /kV )&A G!f based on a design drawn by /J (address) dated (designer) 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. 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 certified as-built by designer to follow. IN OF M /T2y�l a AL. G. (Installer's Signature) o VON HONE r c7 9#1068 q qNI TAAOP ( esigner's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE 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 3-26-04.doe TOWN OF BARNSTABLE f v4k�rL Garb LOCATION SEWAGE # VILLAGE boarT-4 EHEe`''-4 ASSESSOR'S MAP & LOT p INSTALLER'S NAME & PHONE NO. O�Lt JJ ��. � c SEPTIC TANK CAPACITY ! U?)-p cX,-T�Q LEACHING FACILITY:(type) Pa-e--c^-sr i9rr— (size) NO. OF BEDROOMS PRIVATE WELL OREIC WATE BUILDER OR OWNER c3u v'a-c Prw °1 . DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No t�c TOWN OF BARNSTABLE LOCATION Jam(///y✓ SEWAGE # 01/ VILLAGE ASSESSOR'S MAP & LOT INSTALLER'S NAME PHONE NO. /V,,�p, SEPTIC TANK CAPACITY 4/ .011 LEACHING FACILITY:(type) j It- 3�K 116 (size) Sys" clur NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER v e- � BUILDER Of(�OWNER- Al DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No All TO Fol � Cl � � i Ie - P# Town of Bkmstab . Department of Regulatory Services s' ' Public Heal: Division Date KAM tjq, ♦ 200 Main Street,Hyannis MA 02601 A. 4' / ' . Date Scheduled Time.�_ Fee Pd, Foil Suitability Assessment for Sewer a Disposal Performedsy: 1444 y T/D1�1�° . 5. ' Witnessed By: LOCATION& GENERAL INFORMATION j� ,/ I Owner's Name ,$'�/C� Location Address'. Address pe, Sax ( � / or's Map/P�tcel: 13nglneer's Name Assess /jt:J� C� ,. i��rFs I.NEW CONSTRUeMN REPAIR _ Telephone# -21 7 -146 QS CG�L� �i f" (96) I Surface Stones 10 Lind Use _,,, slopes Distances from: ()pea Water Body - R Possible We Area ft Drinking Rater Well _ft Drainage Way ✓ ft Property Line _ft Other ft SIKETC :($beet nam dimensiods of lot,exact locations of test holes&perc tests.locate its in proxitnity to holes) ►�z TL reeler 11 Qj U-1 z L I I z 132.fZ/ Parent material(geologic) y�Sh �`��' i Depth to Bedrock iY. Depth to Groundwater: Standing Water In Hole: S� . ! Weeping ftom Plt Pace Bstimated Seasonal Tpgb Groundwater 12_'2_ DtTERIVIIN TION FOR SEASONAL HIGH wATEIt TABLE Method Used y v �� Depth to boll moWes• Depth abaerved standinglin obs.hole: In. .....,.. �� Depth to(weeping fmm side of obs.hole t In, c)roundwnterAdJuatment I }Acton,_,e �Adj.()mundwnter 1.eve1,,,,G�� Index Well# Reeding Datt! in well level Adj• ;z°It i PERCOLATION TEST oats 5 i3r1 xl�e Feam"d '2- Hole Depth o dc i Start Pre-soak Time.0 0 0 Di •I Time(9141) L1:�z- -.-�-�•— End Pre-soak Rate MinJlnch Additional Testing Needed(Y" Site Suitability Asse0smeat: Site Passed._.. Site Failed; Original:Public Health Division Observation Hole Data To Be Completed on Back ***If pereola ion test is to be.conducted within 100'of wetiand,.yon mast fast notify the C64servation Division at least one(1)wedlc prior to beginning- Barnstable t 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) z -�6 1 1 DEEP OBSERVATION HOLE LOG Hole#� Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. consistency, 6 13 ;x� v /Lau... t A10 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil I Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Moll Other Surface(in.) (USDA) (Munsell) Mottling (Structure.Stones,Boulders. � I Flood Insurance Rate May: Above 500 year flood boundary No— Yes Within 500 year boundary No_/Z Yes Within 100 year flood boundary No—Z Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious n to al exist.in all areas observed throughout the area proposed for the soil absorption system? W>� - If not,what is the depth of naturally occurring pervious material? Certification I certify that on dU. �9 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training.a ertise and experience described in 3.10 CUR 15.017. Signature Date S /7��� 77 Q:ISEPTl(VERCFORM.DOC No....?/.n.... F Q.�..'...0 R 0 V E D THE COMMONWEALTH OF MASSACHUSETTS Barr r' do^. C - ^nBOA R® OF HEALTH g}���; TOWN OF BARNSTABLE 1` Signed ,�� pliratift°fur Disposal Works Tonstrurtion Prrmit Application is hereby made for a Permit to Construct ( ) or Repair (bran Individual Sewage Disposal System at: ................__.......4; ..... —:e sd......Q-01................... ......................Aa.�YtFK=--------------------------------------.......---------- Location-Address or Lot No. .Co"i. ...........3.�_'_�_...-��?SA��I�.__ ....... Owner -•---•... a b- /,. @ _?'.�_:..�>u?St.Aa Address ...... m__4..!f7.L�._.. Installer Address UType of Building Size Lot.................... .....Sq. feet Dwelling—No. of Bedrooms........3................................Expansion Attic (- ) Garbage Grinder ( ) Other—T e of Building .............. No. of ersons___._._..........._..__..... Showers a YP g -------------- P ( ) — Cafeteria ( ) OtherfixtWes -----------------------------------•------------------.-------------------------------------------------- -•--------------.....------•--........---- W Design Flow.............. ............................gallons per person per day. Total daily flow....... ....................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter---------------- Depth................ x Disposal Trench—No. .................... Width.................... Total Length................... Total leaching area....................sq. ft. a Seepage Pit No.................... Diameter....W......... Depth below inlet.... ......... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water...................... .- 44 Test Pit No. 2................minutes per inch Depth of.Test Pit---:................ Depth to ground water........................ 94 -•---•--•--•-•--•-•----------•---•.......--•••••---•-•--•-•--•-•-••••-••------•...••---...-•---••----•-•--•--•--•-••-•-----•--•.................••-•--••-•_-- 0 Description of Soil...............................................................................----------------------•-----------------------------•---------------------------....._.. W U ••-•••••-••••-•-•-•••--•--•-•••••-••••....••-------...••••-•----••••-•-••----•••-•-•--------------•••-•-•------•••••---•--••---••-•-----•-•--•-•---•--•••••-.............-•-•-•--•-...........••---•••-- W x ••.--•-•-•. ---------•••--••••••-----•-•--•---•••----••••....••--•-----------•-•-----••••-••---•••--•-••----------------------------------------------- .................. • ---- ------ t U Nature of Repairs or Alterations—Answer when applicable..' �i_�.a__ �.._....k ...La- ... ......... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been i b the board of health. Signed Date Application Approved By .................. . :. . -� �.a=3.1 -�� ...- ......... ............................................. .......... Date Application Disapproved for the following reasons- ------------ ---------------------------- -- -- ----------------------- ----------------- ------- ---------------- -- -------------- ----------------- ----------------- ----------------------------------------------------- --- --------------------------- -------- --------------------------- -------- ------------------------.............. Date PermitNo. ......... /--..-Y.. 3....... ...... .......... Issued .....-----------------.......--....-------- --------...-----..... Date Fes$ 7 u.. ..... . .. ) THE COMMONWEALTH OF MASSACHUSETTS BOARD OF- HEALTH -31 c) TOWN OF BARNSTABLE Appliration for Biap.ati a1 Workii Ton,strnrtiun thruat Application is hereby made for a Permit to Construct ( ) or Repair ( "ran Individual Sewage Disposal System at �� t � wT - Location-Address or Lot,No. N-ew e v—,-o-!v0 o`cx y 3 iC Sau.ti� e.r i 1v, L-an+cj cc<Si rt� rvllct Sl ---••- m, _........-•--•--------•-•••...........:...................................................... Owner D Addryes t((v............. ............eoej ..__. 4 d nY a �t�• u - r1 .......................•--....... .......---•••••..._..----•--•-=-------_..._ Installer Address d Type of Building Size Lot............................Sq. feet v Dwelling—No. of Bedrooms.........3------------------------------Expansion Attic ( ) Garbage Grinder ( ) a Other—T e of Building No. of persons............................ Showers Pa.I YP g --------•------------------- P ( )--- Cafeteria (...._>. dOther fixtures -----------•--------------------------•--.............................................. ------•••-•-=== = W Design Flow..........................................__gallons per person per day. Total daily flow..__......S_ ..........................gallons. WSeptic Tank—Liquid capacity............gallons Length---------------- Width................ Diameter---------------- Depth-............... x Disposal Trench—No. .................... Width.................... Total Length............:....... Total leaching area....................sq. ft. Seepage Pit No________ __________• Diameter.__...�U_...... Depth below inlet....._` .*........ Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1----------------minutes per inch Depth of Test Pit-_______•-____._.___ Depth to ground water........................ ts, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ----•---------------------------------------------------------------------------------------------••........................................................O Description of Soil........................................................................................................................................................................ x V ............................. -••--•••-•-•••-•-------••--•-•-••••---•----•-•-•••.....•------•---•....•-•--••-•--••-•--••---•••-•••••••---•--•----•--••-•--•......••..................................... •--•-•-•---•----------------------•---------------------------------------•-•--------•-•-•-------•--------------•--•------------...-- E ---•-•--••-�-•_- U Nature of Repairs or Alterations—Answer when applicable_._�(`.-s...�..ti 1 Ulf t'`..'r......-'�' t l -----------.................................................. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of.Compliance has been issued-by=the board of health. : � Signed -' ' ---- .................................................... Date Application Approved By ---------- ------p!------- Application Disapproved for the following reasons: ..---- ----`------------------------------------------------------------------------'---------'-- . '---------'----"'"'' --------- --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ......................... ' -------- . l ate PermitNo. ------ 91 .. . ............... Issued ........................................................Da7 Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE CIlexttfira e of Canyltttrtce THIS IS TO CERTIFY That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) b C 1 L-(A�r V? =-r-�t 1 C-r Installer at ............................................. ---------------------------------------------------'�--`-�" has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. ........... .......V.9.... ....... dated ------------------------------------------------ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. I DATE ........................... .� ... ... ..-; .i.............. Inspector .............. .......................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH qq ,,JJ TOWN OF BARNSTABLE No.... J..�.:.7..��..�.�..5.. - FEE....._3©......... ;Diaplaaal Vorho Tomitnutott ramit •-A 0f I,V1 (O ��' 1L Permission is hereby granted ----�•-•-•---------------------•--................................-•- to Construct ( ) or Repair (�--)an Individual,.Sewage Disposal System at No....................... � v l l-e✓ l� C el Wit. t r -----_...••-•----•-----•.....•••---....______________________••.-•--•------------••--•-----•-•------••----•-•••••---•-•-•--••-••••----••-••......_______.....__ Street as shown on the application for Disposal Works Construction Permit No_72:.,Y•-DDated.......................................... 7 Board of Health DATE................................................................................ FORM 36508 HOBBS 6 WARREN.INC..PUBLISHERS oa � SESSOR'S MAP: 189 W,EDGEW0 GENERAL NOTES: LOCUS s PA L: 149�o'do 4 B OD D 1. VERTICAL DATUM: Assumed REFEREI�E L.C.C. 355 8 R� °d FLOOD ZONE:�C�Town of Barnstable �E gg 2• MUNICIPAL WATER�_AVAILABLE. Route 28 o g8 3. SCHEDULE 40 PVC PIPE TO BE USED THROUGHOUT SYSTEM #25 00-1-0015 C (8/19/85) + UNLESS OTHERWISE NOTED. coo 4. ALL PRECAST& PLASTIC UNITS TO CONFORM TO Fuller Road AASHTO: H-10 & 20 o s 5. PIPE PITCH-1/4" PER FOOT UNLESS OTHERWISE NOTED. a NOTE: Failed leach pits pumped and r cn backfilled per Title 5 specifications. Both + �� ALL CONSTRUCTION DETAILS TO BE IN CONFORMANCE WITH MA rrs pits located 5'from i rester than 5 from new leach g2,53 4 NVIR. CODE (TITLE 5)AND LOCAL REGULATIONS. erson i re trenches. g X 9 �96 , 9. NTNaOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO LOCUS MAP N.T.S. C STRUCTION. 91,05 NOTE: Re grade, as needed,to maintain a " — 2 _ --� — X g21g / J � g 69 LEGEND: /FND/-�ZpPED maximum 3' of cover over leach facility. _ — — S 79°52'07" E —� / II I C /D �- ss PROPOSED CONTOUR 46 210.24' J 9s PROPOSED SPOT GRADE X 'A 91. � i 40 - EXISTING CONTOUR 92.�9 go,go � / g3.g 6 � � � , � I / g 4,�3 I 88 - 30.23— EXISTING SPOT GRADE Lot 1 2 — -� �,g5 a�� j g4 10 gg. TEST PIT 24,468± S.F. �d$e 0 3,66/ paved I 9g ® EXISTING WATER SERVICE 1 OrNe .. . 0.56± AC. g2,41 Y 3,pg C 4 q 48 - ., g5,21 .. g g 4�rj g 40 o X 0 WORK LIMIT LINE Map 189 Parcel 149 X g4.o8 + Q) I %41C' nder g5,1�// / SETBACK TIES 1� ut "19f v c 2 g ��-�21, _ / Gar J l g,�9 �`�� q�ti I � � � � A' , ;; ;' g Z AMY L. G a o 41 8 /I Re-use x '� VON HONE/ . 1 0 6' 9 ,S existing #99 or ': / 3 01 A1=20' B1=39' o y O, tank entV,o _ � i No. 1168 93,9 base 2 44 / rn o A2=41 B2=69 4 w 53 9� 43 ��`c> S a4. �. '9 -- _ _ - - _ 9' = 4, _ t� 0 to A3 4 B3 5 r 1 v A4=56.5' B4=63' o c� x g4 6 OC T1. 98 gg.6 In / *Kitcn Line 4 J foun construct)c� g85 g 62 0 3'g 52' and replaced Ma�nl �g / �PSIN z A/40 4� JOF=9ge j9 95 47 gg g NOTE: This plan is to be used for septic Te 4 51 �$1OF�o # g,61 g8(,1 system purposes only and Is not to be �/ Red g4,28 120 considered a property line survey. 4A9 — gg X g d0 g4,44 g6,3 0 C j. 4 z8 99 FULLER ROAD, CENTERVI LLE, MA d ��86 g6 46 g\ .26 g8,5 PREPARED FOR: M Benchmark set: - ; UP/16 associates SNEC Assoc. 7th Day Adventist v Right corn. conc. walkout SEPTIC SYSTEM DESIGNS 0 EL.= 94.87 (Assumed) \� 320 Cotu it Road AS-BUILT P.O. Box 1169 Sandwich,MA02563 South Lancaster MA 01561 gg,gg 508.833.0041 181.09, N 79°53'40"W Surveying by: Terry A. Warner. P.L.S. 96,74 Harwich,MAR oad 02645 DATE REVISED SCALE SHEET NO. CRB/FND (508) 432-8309 08/11/11 ill = 20' 1of2 I NOTE:To prevent breakout,final grade Provide Riser over D-box NOTE:All components to be marked with of EL.89.74 to be carried out a T.O.F.(Full/Walkout) to within 6"of final grade magnetic tape or similar prior to final cover. Main EL.99.29 minimum 15 beyond edge of leach -� (Cover to be watertight) facility. (Lower EL.95.47) \ F.G. EL:94.0-97.0± F.G. EL:93.8± ° ty' F.G. EL:92.5± Maintain Min.2/°slope over leach facility to prevent ponding F.G. EL:92.5-92.75± Existing f- Install risers w/covers over inlet and Clean Fill per Title 5 Specifications Inspection Port within 3"to grade Existing Main Line(s) Main Line outlet to within 6"of final grade Under Slab FounT@S=(1%T�1N) Install L=unknown (Access Covers min.20"diam.per Code) Naturally Occurring Suitable Sand 0"Per Un t R eat Length Prop.Top of Unit/Breakout EL 89.74 40 PVC • •• -• L=25 ; L=10' Actual Top of Unit/Breakout EL 89.8 Unable to loca 4"SCH 40 PVC b 4"SCH 40 PVC MIN)during field sur 1 � @S=4.5%(1°/aMIN)Contractor to ven Line B @S=1%(0.5%MIN) UU0.89' Eff. Depth as needed. 5' EL.90.87 Prop. EL.89.57 Prop. EL.89.4 EL.88.41 MIN) Install Gas Baffle Prop. EL.89.3Actual EL.89.75 PROPOSED DB-3 Actual EL.89.58 ActualEL.89.28 Use 12(2 Rows of 6 units)Biodiffuser Arc 36HCActual Bottom EL.88.47 Line -- H-10 DISTRIBUTION BOX H-20 with End Caps without Stone in a Trench 5.68' . 1.13 Configuration set 6'apart Kitchen Line (Install PVC Inlet&Outlet Tees) W more re th an one outlet for levelness if SEPTIC SYSTEM PROFILE (30.5'x 2.87'x 0.89' Each Trench) Kitchen Line.- ' EL.91.11 EXISTING 1000 GALLON more th EL.82.79 EL.91.38 H-10 SEPTIC TANK ADDITIONAL NOTES N.T.S. Adjusted Groundwater Below Slab PRECAST CONCRETE SOIL LOG 1. Contractor to confim soil suitability prior to installation. Contact BOH and Design DESIGN CRITERIA Sanitarian in the event of varying soils from original soil test. Number of Bedrooms: Existing 3 Bedrooms SOIL EVALUATOR: AMY VON HONE,R.S. S.E.#2517 2. Failed leach it to be pumped and backfilled. Original leach it to be located and INSPECTOR: DON DESMARAIS, R.S., BOH p g p Soil Type: Class I DATE: MAY 13,201110:00 AM removed with all contaminated soils within 5' of proposed leach facility. Design Percolation Rate: <2 min/Inch in C1 Horizon PERCOLATION RATE: <2 MIN/INCH IN C1 (<7 MIN/IN.( B Horizon) ) 3. Water line to be sleeved at any sewerline crossings and within 10'of any septic Daily Flow: 110 G.P.D./ Bedroom x 3 =330 G.P.D. PERMIT#: 13272 components, as needed, per Water Department requirements. Design Flow: 330 G.P.D. (Min. Required) TP - 1 TP - 2 4. Septic Tank (if replaced) and Distribution box to be placed on 6"crushed stone or EL.92.99 EL.92.38 compacted, level base. Garbage Grinder: Not Allowed Sandy Loam A Leaching Area Required: (330)/0.74 = 445.95 S.F. Sandy Loam foundations. Contractor to verify locatiated due to finished basement and slab 10YR3/2 10YR3/2 91.05 fy 10° 92.16 16" _ • Sewer line(s) exiting foundation not located as needed, prior to construction. Contact - - - o - - B Perc B Design Sanitarian if sewer lines need replacing. Septic Tank Required: 330 G.P.D.x 200% = 660 G.P.D Loamy Sand @ Loamy Sand Minimum 1000 Gallon (Existing) 10YR5/8 40"Bot om 10YR5/8 Use 12 Biodiffuser Arc 36HC Units (H-20) in a Trench Configuration: 36" 89.99 36" 89.38 FLOOR P LA N c1 2 Rows of 6 Units Each with End Caps, Stoneless: 30.5'x 2.87'x 0.89' Medium-Coarse Sand PERC RATE:<7 MIN/IN.(B Horizon) Den 2.5Y7/4 12°-9": 13:50 minute N.T.S. Effective Leaching Area: W-6": 19:25 minutes Dining Kitchen Bath 7.79 SF/LF x 5.0'/Unit= 38.95 SF/Unit (Per DEP General Approval Letter) Room _Family Bedroom 2 445.94 SF/38.95 SF/Unit= 11.4 Units. Use 12 x 38.95 SF/Unit=467.4 SF C1 Room �- Perc Medium Coarse Sand Bath Design Flow Provided: 467.4 SF(0.74) =345.87 GPD @ 2.5Y7/4 Clos. 60"Bc m Living 99 FULLER ROAD, CENTERVI LLE, MA Ad.Water Room 122" 82,79 , �, Garage o Bedroom 1 Bedroom 3 V H PERC RATE:<2 MIN/IN.(C Horizon) U_ PREPARED FOR: 150' 80.49 <6°@ 7:12 minutes 1st Floor 2nd Floor associates SN EC Assoc. 7th Day Adventist 156" 80.49 120" 82.3 fluN SEPTIC SYSTEM DESIGNS P.O. Box 1169 Groundwater Observed @ 150"(EL.80.49) No Groundwater Observed '0 f0 320 Cotuit Road AS-BU I L Groundwater adjustment:Well MIW 29 (Use Water from TP-1) � Sandwich,MA02563 South Lancaster MA 01561 May 2011 Level:7.1'(2.3'adjustment)EL.82.79 508.833.0041 ' Walkout Level observed by In I,Am L.von Hone, R.S., hereby certify that I am currentlyapproved b the DEP pursuant to Health Agent t0 determine Family Surveying er y y y pp y p �' Room Terry A. Warner.P.L.S. 310 CMR 15.017 to conduct soil evaluations and that the above analysis has been use Of rooms. House Y 22 Lang Road performed by me consistent with the requirements of 310 CMR 15.017. I further certify that assessed for maximum 3 Harwich, MA 02645 DATE REVISED SCALE SHEET NO. I have successfully passed the Soil Evaluator's Exam on November, 1994. Bedrooms. Walkout (soe) 432-esos Og/11/11 1" = 20' 2 of 2 � GENERAL NOTES: LOCUS �'o' s A�SESSOR'S MAP: 189 9���GEIN s� PAF L. 149 OO 1. VERTICAL DATUM: Assumed REFERENE : L.C.C. 35548B DRIVE VE 2. MUNICIPAL WATER is AVAILABLE. �0 FLOOD ZONE: own of Barnstable ! 98.99 3. SCHEDULE 40 PVC PIPE TO BE USED THROUGHOUT SYSTEM Route 28 ° #25000-1-0 15 C (8/19/85) UNLESS OTHERWISE NOTED. 4. ALL PRECAST& PLASTIC UNITS TO CONFORM TO °a AASHTO: H-10 &20 Fuller Road NOTE: Pump and backfill failed leach pit. � } 5• PIPE PITCH-1/4" PER FOOT UNLESS OTHERWISE NOTED. °a ALL CONSTRUCTION DETAILS TO BE IN CONFORMANCE WITH MA (n Location of original pit unknown. All ✓ m contaminated material within 5'of proposed t X 92.53 9� 6 NVIR. CODE (TITLE 5)AND LOCAL REGULATIONS. E►nerson S;ikre m / �9 g7. NOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO leach trenches to be removed. 4 I C STRUCTION. LOCUS MAP N.T.S. 1 .. x 91.05 92.19 , / � 9 (,9 D LEGEND: NOTE: Regrade, as needed,to maintain a _ 92 J PROPOSED CONTOUR maximum 3' of cover over leach facility. — — S 79°52'07" E 'I / I --` i i I gg PROPOSED SPOT GRADE 210.24' / J — 40 E 9 90,9� / / 9396 94. 3 30.23— EXISTING SPOT GRADE i ,88 94 10 TEST PIT Lot 1 24 468± S.F. 2 l�� — �e o��av �3,66i/ r paved` } 9S ® EXISTING WATER SERVICE ' 19d cwe 1 0.56± AC. 41 / { 9 S 4,48 ©Xo WORK LIMIT LINE 92, /Palled1° �94' 9 �j5.20 , 8 40 8 ` Map 189 3 Leach PA. / Parcel 149 x�94'p8 ` 9 4 / 1 `` 6 / q � : `�8 � o --8, :. 95.1� / Q Q� OF Mgffq ����� OF M f�q�ti ` 9 94'1 / '9 �� AMYL. �yG TERRY G det J / 98 0 i ANN Gav Un , / O VON HONE �', r -+ / pro Q 10' Re use o o WARNER 1 p 6 existing No, 1068 y No, 38721 } I, Jd tank en4F`oor 4 / N g gaseg2 4 / A 53' \ate '° aP0 o N x 9 16 TP' .99 4 Pat #g9 -9�-�5 _ 98 98,61 co N 4 I J �av 29 lMa`nl y I _i98'S4 � I 3 / O TOF�oWe(.95�� ' i983° B�SZN tic z �40 9 0 �OF i 98 9 NOTE: This plan Is to be used for septic �, I 8 61 98.61 system purposes only and is not to be considered a property line survey. 19 X )4,49 a0 94 44 96,3 x 9428 t. 99 99 FULLER ROAD, CENTERVILLE, MA N 1-9 96,46 15 \ 26 O �✓9611 X 9� 9�\ 98,5 PREPARED FOR: Benchmark set: 9 UP/16 associates SNEC Assoc. 7th Day Adventist M \ I v Right corn. conc. walkout \ 1 SEPTIC SYSTEM DESIGNS P.O. Box 1169 320 Cotuit Road EL.= 94.87 (Assumed) \ Sandwich,MA02563 South Lancaster, MA 01561 J 98 88 508.833.0041 181.09' 79°53'40"W cb Surveying r_ N � Terry A. Warner. P.L.S. " 98,74 Har22 Long wich, MARoad DATE REVISED SCALE SHEET NO. ! CRB/FND (508) 432-8309 05/17/11 ill = 20' 1 of 2 NOTE:To prevent breakout,final grade T.O.F.(Full/Walkout) Provide Riser over D-box NOTE:All components to be marked with to within 6"of final grade magnetic tape or similar prior to final cover. of EL.um 1 toy carried out a Main EL.99.29 (Cover to be watertight) minimum 15 beyond edge of leach (Lower EL.95.47) \ F.G EL:940 97.Ot F.G. EL:93.8t F.G.EL:92.5t Maintain Min.2%slope over leach facility to prevent ondin facility. 'Existingp �' p g F.G. EL:92.5-92.75t Install risers w/covers over inlet and 7 Clean Fill per Title 5 Specifications 77 Inspection Port within 3"to grade Existing Main Line(s) outlet to within 6"of final grade - L=unknown (Access Covers min.20"diam. per Code) _ `' Natural) OccurringSuitable Sand 4"SCH 40 PVC _ L-25' L=10' y 0"Per Un R eat Length Top of Unit/Breakout EL 89.74 Unable to locate ° 6" „ 4"SCH 40 PVC SCH 40 PVC during field survey. @S=(2/°MIN) 1 @S=4.5%(1%MIN) Contractor to verify, e� @S=1%(0.5%MIN) 0.89' Eff.Depth as needed. EL.90.71 EL.89.4 41 Install Gas Baffle EL.89.57 EL.89.3 PROPOSED DB-3 Use 12(2 Rows of 6 units)Biodiffuser Arc 36HC Q H-10 DISTRIBUTION BOX H-20 with End Caps without Stone in a Trench 5.62' Configuration set 6'apart EL.90.96 J W (Install PVC Inlet&Outlet Tees) more than for levelness if SEPTIC SYSTEM PROFILE NOTE: Existing Tank to be replaced EXISTING 1000 GALLON more than one outlet (30.5'x 2.87'x 0.89'Each Trench) EL 32.79 with min. 1500 gal.Tank if H-10 SEPTIC TANK PRECAST CONCRETE ADDITIONAL NOTES N.T.S. Adjusted Groundwater damaged or less than 1000gal. DESIGN CRITERIA SOIL LOG 1. Contractor to confim soil suitability prior to installation. Contact BOH and Design Sanitarian in the event of varying soils from original soil test. Number of Bedrooms: Existing 3 Bedrooms SOIL EVALUATOR: AMY VON HONE, R.S. S.E.#2517 INSPECTOR: DON DESMARAIS,R.S., BOH 2• Failed leach pit to be pumped and backfilled. Original leach pit to be located and DATE: MAY 13,201110:00AM removed with all contaminated soils within 5' of proposed leach facility. Soil Type: Class I PERCOLATION RATE: <2 MIN/INCH IN C1 Design Percolation Rate: <2 min/Inch in C1 Horizon (<7 MIN/IN.(B Horizon) ) 3. Water line to be sleeved at any sewerline crossings and within 10'of any septic Daily Flow: 110 G.P.D./ Bedroom x 3=330 G.P.D. PERMIT#: 13272 components, as needed, per Water Department requirements. Design Flow: 330 G.P.D. (Min. Required) TP - 1 TP - 2 4. Septic Tank (if replaced) and Distribution box to be placed on 6"crushed stone or EL.92.99 EL.92.38 compacted, level base. Garbage Grinder: Not Allowed A Sandy Loam Sandy Loam Leaching Area Required: (330)/0.74 = 445.95 S.F. 10YR3/2 5• Sewer line(s) exiting foundation not located due to finished basement and slab 101, 92.16 161, 10YR3/2 91.05 foundations. Contractor to verify locations, as needed, prior to construction. Contact _ - - Perc - - - B - -- - -Design-Sanitarian if sewer lines need replacing. Septic Tank,Required: 330 G.P.D.x 200% = 660 G.P.D -Loa my sand @ Loamy Sand Minimum 1000 Gallon (Existing) 10YR5/8 40"Bclom 10YR5/8 Use 12 Biodiffuser Arc 36HC Units (H-20) in a Trench Configuration: 36" C1 89.99 36" 89.38 FLOOR PLAN 2 Rows of 6 Units Each with End Caps, Stoneless: 30.5'x 2.87'x 0.89' Medium-Coarse Sand PERC RATE: <7 MIN/IN.( BHorizon) Den N.T.S. Effective Leaching Area: 2.5Y7/4 12"-9": 13:50 minute 9"6": 19:25 minutes Dining KitchenBath 7.79 SF/LF x 5.0'/Unit= 38.95 SF/Unit (Per DEP General Approval Letter) Room Family Bedroom 2 445.94 SF/38.95 SF/Unit= 11.4 Units. Use 12 x 38.95 SF/Unit=467.4 SF C1 Room Medium-Coarse Sand I Perc Bath Clos. Design Flow Provided: 467.4 SF(0.74) = 345.87 GPD 2.5Y7/4 60"Bo m Living Ad.Water Room 99 FULLER ROAD, CENTERVI LLE, MA 122" 82.79 -, Garage o Bedroom 1 Bedroom 3 PERC RATE:<2 MIN/IN.(C1 Horizon) U_ V H 150" PREPARED FOR: 80.49 <6°@ 7:12 minutes 1st Floor associates J SN EC Assoc. 7th Day Adventist 156" 80.49 120" 82.3 m 2nd Floor SEPTIC SYSTEM DESIGNS aP.O. Box 1169 Groundwater Observed @ 150"(EL.80.49) No Groundwater Observed o12 320 Cotuit Road Groundwater adjustment:Well MIW 29 (Use Water from TP-1) o Sandwich,MA02563 South Lancaster MA 01561 May 2011 Level:7.T(2.3'adjustment)EL.82.79 to 508.833.0041 ' Walkout Level observed by o Health Agent to determine 0 !Family Surveying by: I,Amy L.von Hone, R.S., hereby certify that I am currently approved by the DEP pursuant to g T Roo Terry A. Warner.P.L.S. 310 CMR 15.017 to conduct soil evaluations and thatthe above analysis has been use of rooms. House w Room 22 Long Road performed by me consistent with the requirements of 310 CMR 15.017. 1 further certify that assessed for maximum 3 Harwich, MA 02645 DATE REVISED SCALE SHEET NO. I have successfully passed the Soil Evaluator's Exam on November,1994. Bedrooms. Walkout (508) 432-8309 05/17/11 1" = 20' 2 of 2 I