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HomeMy WebLinkAbout0008 FLUME AVENUE - Health .8 FLUME AVENUE Marstons Mills t TOWN OF BARNSTABLE LOCATION g i: y Vw\C✓ A(e e, SEWAGE# .'?a � VILLAGE VA MA l_S ASSESSOR'S MAP&PARCEL 6( INSTALLER'S NAME&PHONE NO.?zdacQ Ro4'rt,J-'��Cw-t, SEPTIC TANK CAPACITY LEACHING FACILITY:(type)4Z5 1Aae,3 C( (o (size) 35'X i<<,�(' t f t NO.OF BEDROOMS OWNER PERMIT DATE: �Trl♦ COMPLIANCE DATE: we Separation Distance Beten the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) i �� '�" Feet FURNISHED BY 'CA,Iz ��t-' T�G:per�J�S It�ro� I ® Avo7 147 r � a V r cc►.�v.. tv��f' ►�S'. SO Town of Barnstable P#- .. � 6 7 oZ Departiment of Regulatory Services aT�at� Public Health Division Date �o r42 trtK1A� 200 Main Street,Hyannis MA 02601 Date Scheduled r ( 1 Time Fee I'd. Soil Suitability Assessment for Sewa e isposal Performed By: W w G g1nw I n s Witnessed By: w � LOCATION& GENERAL INFORMATION Location Address Owner's Name Greir1e,- . �S FI�Me. ,9ve.. • Address SOtm Assessor's Map/Parcel: i ] S / Engineer's Name �tllplQ�,Q.n�o NEW CONSTRUCTION REPAIR V Telephone# Land Use: e_nha, 1 p�2 Slopes(96) �'a�colo Surface Stones N o Distances from: Open Water Body ,r 1nJ ft Possible Wet Area "l 3 ft Drinking Water Well 'y ft Drainage Way ry t'! ft Property Line L_ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity_o holes) 77 iV Parent material(geologic) NactA'i Depth to Bedrock • r Depth to Groundwater. Standing Water in Hole: I�� � Weeping from Pit Fpae Estimated Seasonal High Groundwater_�� h DE�RNIINATION FOR SEASONAL HIGH WATER TABLE Method Used: Ip Depth Observed standing in obs.hole: Ou • In, Depth to soil mottles:_ , • 6q In, Dcpth to weeping from side of qbs.hole: �ii) In, Groundwater Adjustment fl. Index Well# Readiug Date• S (1- Index Well level 4R.46 Adj,factor D_ Adj.Groundwater Level `j t PERCOLATION TEST bete UI�lI Ti.. Observation Hole# �I'--� Tima at 9" Depth of Pere ��� t� Time at 6" Start Pre-soak Time @ 0,00 Time(9"-6") End Pre-soak Rate Min./Inch L A rXC, Site Suitability Assessment: Site Passed V Site Failed: Additional Testing Needed(Y/N) 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:\SEPTICIPERCFORM.DOC DEEP.-OBSERVATION HOLE LOG Hole# �_ Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. o i ten w,%'Gravel) 0-1 :M LS [�. �31)- -121 43 mum [ �� -1•La C. M-C SGrNd. 1-0 �. 1 ------------------------------------------ DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, onsis en %Grave Io L 10 P 711-0 C. M-L_S�r,� +�1 2� - ►�� CZ DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Co i to c O e - M L S �b (L3�ti, ll o DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.). (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Cositn LS I e -wl C M �1�1- 14 C L C-mod �D � 1.� _ _ _ • Flood Insurance Rate Map: Above 500 year flood boundary No Yes Within 500 year boundary No Yes ' Within 100 year flood boundary No.7 Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pery ous material exist in all areas observed throughout the area proposed for the soil absorption system? -- S If not,what is the depth of naturally occurring pervious material? Certification I certify that on o'f UO 2- (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 trai 'ng,expertise and experience described in 10 CMR 15.017. Signature V Datb Q:).S.EPTICVERCFORM.DOC 16 d l 2- " No. 1- r Fee � THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF 'BARNSTABLE, MASSACHUSETTS NpliLation for Mispo8al *pstpm Conetruction Permit Application for a Permit to Construct( ) Repair( ) Upgrade(Abandon( ) 0 Complete System ❑Individual Components Location Address or Lot No. 43 vt�.e, A Cje Owner's Name,Address,and Tel.No.)c�T VrV" ��,1_2 V, a � ?--ya m- Assessor's Map/Parcel ` rJ 1(� ,1j� yv� r �' �,6 Installer's Name,Address,and Tel.No. 1✓ Designer's Name,Address,and Tel.No. ( �CQ 4>\Z\c7 Type of Building: n Dwelling No.of Bedrooms Lot Size �-�,� S—QQQ sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) a J CD gpd Design flow provided gpd Plan Date b��( p\� Number of sheets ` Revision Date Title Size of Septic Tank 1�c'-::) aA C 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. Sign Date �! Application Approved by 'M. Date �l Z Application Disapproved by V Date for the following reasons Permit No. U Date Issued 1A �" . . , OWNS 1 _z16 " - I Fee THE COMMONWEAL+TH @OF/MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOW,W, BARNSTABLE, MASSACHUSETTS applitation for Disposal 6pstem Const urtlon 3pertiit Application for a Permit to Construct( ) Repair( ) Upgrade(vj'/Abandori( ) ❑✓Complete System ❑Individual Components Location Address or Lot No. L Owner's Name,Address,and Tel. V\ Assessor's Map/Parcel Installer's Name,Address,and Tel.No. � J Designer's Name,Address,and Tel.No. sng- 4� 01.4 as 6 Y " <3 Q-5 TI pe of Building: .� d,. Dwelling No.of Bedrooms Lot Size LtCkS-00 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 7:�3 0 gpd Design flow provided 7 gpd Plan Dater ©` Number of sheets ` �Revisiori Date' Title Size of Septic Tank 5C�C7 �� Type of S.A.S. - Description of Soil t ' t\z, Nature of Repairs or Alterations(Answer when applicable)���„�—�} `�1 r l �-ocp L c.A 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. Sign Date a Application Approved by /C, "�. Date i Z Application Disapproved by Date for the following reasons Permit No. Date Issued !?Ulf ------------------------------------------------------------------------------------------------------------------------------------- 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 �,��,�— FX ra t �,,,T Designer #bedrooms Approved design flow -3 3 y gpd The issuance of this permit shal not be�onstrued as a guarantee that the system wi1T fan ti if-a- sib ed. Date � // Inspect�or,—J ---------------- ----------- ------------------------------------------------------------------ -- No. -)o !)- - ,6 (�/yam Fee--- ee__ - II c11- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction permit Permission is hereby granted to Construct( ) Repair( ) Upgrade(t,/r Abandon( ) System located at �� � 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 permi �. Date `yJ i /Z Approved by of t � i 10/1121, 11:29 AM ShowAsbuilt(1700x2800) TOWN OF BARNSTABLE LOCAr10N�.�4(Vw,� A,,e— SEWAGE#o[tk a-a1.6 A VILLAGE M ASSESSOR'S MAP&PARCEL Gt INSTALLER'S NAME&PHONE NO.��c Q m e✓ £ir-ac+��w� SEPTIC TANKCAPACpIY IJoa 5dllenS ��- �-r' LEACHING FACILITY.((type)4Z5WQG��6[6 (size) N:If 1.N ' ,NO.OF BEDROOMS .J �"''c' Q# OWNER PERMIT DATE: 'Y(g`J Q COMPLIANCE DATE: ' Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility S 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) _ S�� T pact FURNISHED BY�C.G�_>(.-1 �4.vc'"T• "L.xr�.c�J.z� I � i �oalc<�a.l O 0 Ara:Lf7' I � — 43� sY' Ba:q6' i 'JCn, I r https:Hitsqldb.town.barnstable.ma.us:8431/Home/ShowAsbuilt?mp=061015&sq=1 1/1 Town of Barnstable regulatory Services Thomas F.Geiler,Director AM ; Public Health Division Thomas McKeait, lrector 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: o Sewage Permit# a of 7L-,;L)� Assessor's Map/Parcel fo( i�, Installer&Designer Certification Form Designer: CC Sr�fc�r, Installer: Address: ro 6-,X 2-o 3o Address: On xras issued a permit to install a '(dale) (installer) septic system at g 0--f- A4C— p�,l�s based on a design drawn by (address) ff CStt ynSlneurn� datedz- (designer) I certify that the septic system referenced above was installed substantiallyaccording to the design, which may include minor approved changes such as lateral reocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. 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. Stripout (if require I ected and the soils were found satisfactory. I"OF4fgo LINDA J. GN PINTO (Installer's Signature) L `� Pn ��'cF�G/STE ; am= ss �G esigner's Signature) (Affix De si 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:\office forms\designercertificadon form.doc II i TOP OF FOUNDATION 24"diameter concrete covers M a r5t0 n 5 M1115, EL=5 I.G rai5ed to wrthm 6"of finish grade (or as noted) 4"PVC VENT MA Inspection Port and cap with magnetic CAP BY"5WEETAIR' M market9 tope to within 3�'MIN 3"of grade / ' Middle ( Pond Ewetmg EL=50.3(mm) EL=5/.0t EL=5/°5-54.2(max) / I HIGH GROUNDWATER LEVEL CALCULATIONS: ��P� / Hamblin Depth To Water Table G/1 5/12 : 1 I•G' EL=39.3± Pond " p ( ) ( ) 1 8 min Cover for ro 49.5t - Appropriate Index Well: 5DW-253 LOCUS 4:9.3t H-20 Loading - Water Level Range Zone: B (2-3') Current Depth To Water Level For Index Well (05/12): 48.40 m 5=.005 J1 Water Level Adjustment: 2.G' 48.6t q Estimated Depth To High Water: 9.0' (EL=41 ,9±) 48.37 O 48.l2 48.02 N 4785 47.80 Jar Existing - d 0 Gas Baffle 46.50 5.o't Middle Pond Ln Lo�elis 1 Longest Run El = 43.0 Ln Go�J l2' ---} }--20' /O' ON l 5L=4/.9t Estimated High Groundwater y$O TWEN7 I VE(25)ADS ARC36HC DB-6 LEACH CHAMBERS IN BED ° St 1500 GALLON (H-20 Rated) CONFIGURATION -�-E[=39.3+Observed Groundwater Rte 28 EL=39.It Bottom of Test Hole 5EPTlC TANK D-BOX LEACI` CIHAMBER,5 (H-26 Loading) 50'Buffer ✓ITE LOCU Zone p LOT 28 FLOW PROFILE �'` _ NOT TO SCALE NOT TO SCALE Area=49,500 5.F,- I .) Assessor's Map G I Parcel 15 2.) Deed Book 1155G Page 197 3.) Plan Book 203 Page 53 Lot 28 4.) This property 15 m a Zone II of a Public Water Supply FI Zone: 4G 5.) ood o C 25', 100' Buffer 5.0' 5,0' 5.0' 5.0' 5.0' Living Bth Zone ♦ ♦♦ ". Dining NNW" s o� 5unroom Bdrm � ' �� v ��� ".;�d.: N Bth #3 D-Box an o� ara B h �. G 9e , j t ,. a N t wbr R a) I LEGEN fu �. Kitchen O Lndry Bdrm Bdrm o�� xI \ `�, ��� EXISTING SPOT GRADE #1 #2 24x5 PROPOSED SPOT GRADE N 110 48 EXISTING CONTOUR 1 - - �` n= 24- PROPOSED CONTOUR lnspection Ports(See Note#4) �� ♦ `� w WATER SERVICE LINE `. - �, 0 OVERHEAD UTILITY LINES FLOOR PLAN ♦.,``,,3G"Oak U UNDERGROUND UTILITY LINES PLAN VIEW Vent G GAS SERVICE LINE INSTALLER TO VERIFY THE LOCATION OF ALL SCALE: I " = 10' � ♦\ - - NOT TO SCALE ♦ TOP OF BANK UNDERGROUND AND OVERHEAD UTILITIES � 1 PRIOR TO THE START OF ANY EXCAVATION --e--e-- LIMIT O F WORK ACTIVITIES AND RELOCATE AS NECESSARY EDGE OF CLEARING FENCE ,. (SEE NOTE #15) TEST HOLE LOCATION WasteGne to be 5/eeved x \ \ 7.2 46 5T SEPTIC TANK j DB DISTRIBUTION BOX (5ce Note#2/) Existing 3 Bedroom Dwelling \ 5A5 501L ABSORPTION SYSTEM �d. Top of Foundation EL=51 .G± �� \ Reserve RESERVED FOR FUTURE USE _w /� \ E. UTILITY POLE °o 0.z a'._3 � CATCH 5A51 N FIRE HYDRANT 15" Pine _.._;:._ 48 ® WELL a 7 Existing Paved ° s+.° ■ CONCRETE BOUND Drive Light �O - Dr o I � t Po5 N� aop O CONSTRUCTION `NOTES ° - ,0.4 5" Pine 50 1 .) ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5 (3 10 CMR 1 5.000): STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE, AND EXPANSION ' OF ON-51TE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE TRANSPORT AND DISPOSAL- OF 5EPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATIONS. y� ; ,_ - 4�s VARIANCES REQUESTED - ePN�t�e"tsto 2.) ANY SEPTIC SYSTEM`COMPONENT INSTALLED IN A LOCATION WHERE THERE 15 POTENTIAL FOR ° 20') 52 BENCHMARK e1 ,, VEHICLES OR HEAVY EQUIPMENT TO PASS OVER IT SHALL BE DESIGNED TO WITHSTAND AN H-20 Local Upgrade Approvals: 3 0 CMR 15.403 n '- Co LOADING. IF UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTED TO THE ATMOSPHERE. ' --bent -- _ Corner Wall `` EL 5 13 (Assumed Datum) Va' 52_ _.._._ 3 ne -�.. _ I „ Pi risnces: 3 10 CMR 15,221 (7) General Construction d Z` 8"Tree 3.)TO MINIMIZE UNEVEN SETTLING, ALL SYSTEM COMPONENTS SHALL BE INSTALLED ON A STABLE Re uirements for All S stem Com onents: MECHANICALLY-COMPACTED BASE ON 51X INCHES OF CRUSHED STONE. `� y p - 8" Dogwood 54 a _..-•- (to be Saved) 4.) COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK, THE DISTRIBUTION BOX, AND THE I j Soil Absorption System > 3G" Below Fetish Grade f 54_.__. ____ - _. 1 4' i e SOIL ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN G"OF FINAL GRADE, LEACHING FIELDS, ° 5G TRENCHES, AND OTHER 501L ABSORPTION SYSTEMS WITHOUT ACCESS MANHOLES SHALL HAVE AT 72" Held 3G"Variance Recluested - 15' Pine LEAST ONE (1) INSPECTION PORT CON51STING OF PERFORATED 4" PVC PIPE PLACED VERTICALLY TO .4 - TP-1 -3 THE BOTTOM OF THE SOIL ABSORPTION SYSTEM WITH A CAP, TIED WITH MAGNETIC MARKING TAPE, ACCE55115LE TO WITHIN 3"OF FINAL GRADE. OS o' 8" Pine, 1 5.) PIPING SHALL CONSIST OF 4" SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LE55 THAN 2% FROM THE BUILDING TO THE SEPTIC TANK, AND 7,7 NOT LE55 THAN I% OTHERWISE. a ._- 8 . 5 G - G.) DISTRIBUTION LINES FOR THE SOIL ABSORPTION SYSTEM SHALL BE 4" DIAMETER SCHEDULE 40 51STEM DESIGN CALCULATIONS PVC (OR EQUIVALENT) LAID AT 0.005 FT/FT. UNLESS OTHERWISE NOTED. LINES SHALL BE CAPPED AT III. END OR AS NOTED. ,w�- �� 20" Pine k - - 56 i \ 7.) LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST TWO(2) FEET BEFORE PITCHING SEWAGEDS/GN FLOW REQU/RED:E1l5TlNG 3 BEDROOM DWELLING @551,0 TO THE SOIL ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED TO ASSURE EVEN l/0°GPD/BEDROOM=330 GPD REQU/RED 20" Pine 20" Pine DISTRIBUTION. 5EWA6E DE5/6N FLOW PRO I/IDED.• TWENTYFIVf(25)ADS ARC36HC UNlT5/N BED r 8.) GROUT TO BE USED AT ALL POINTS Wfi�ERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES IN CONF/GURATION. ORDER TO PROVIDE A WATERTIGHT SEAL. Vit =((330/0,74)/(4.8 FTz/FT)/5.0 07- = 16,6A05 UN/TS H OF,���ss 9.) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE REQU/RED(25 PROI/IDED) BIND DISPOSAL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM. 444 GPD PROVID50> 330 GPD REQU/RED \ ' Dec Post U� PI TO m I O m 10.) IN ACCORDANCE WITH 3 10 CMR 15,22 1, ALL SYSTEM COMPONENTS SHALL BE MARKED WITHI� -' SEPT/C TANK CAPACITYREQUIRED. 330 GPD X 200% = 660 GPD REQUIRED 4 MAGNETIC MARKING TAPE. 5EPT/C TANK CAPAC/TYPROV10fZ?: 1500 GALLON 5EPT/C TANK(MINIMUM ALLOWED) gQ p� �� ids \ pp�'�'� q- 1 1.)THERE ARE NO KNOWN WELLS WITHIN 100'OF THE PROPOSED 501L ABSORPTION SYSTEM. Oc,9 00 Fd' A GARBAGED/SP05AL/S NOT PERM/TIED WITH THIS DES/GN FLOW � •) 1, s o S ER N N A E l 12.) FROM THE DATE OF THE INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECEIPT OF THE 1-J CERTIFICATE OF COMPLIANCE THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT USE OF \ L3 13- , THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM. 13.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS CONSTRUCTED AS SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BY THE TE.JT HOLE LOGS Surveil Work by.- DESIGNER.' DESIGNER. 14.)THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE - --- 58 A & M Land SerYlces TI IN WRITING THAT THE SEWAGE Test Hole#I (EL=57,3±) Test Hole#3 (EL=57.3±) 91TE PLAN BOARD OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY R 618 Route 28 Suite 3 DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERMIT AND THE Depth r Soil Class Soil Color Comments „ _ West Yarmouth, MA 02673 h r Soil Class ' Sod Color Comments De Layer Depth Layer P Y p Y . APPROVED PLANS, 48 HOURS ADVANCE NOTICE IS REQUESTED. SCALE I - 20' _ Pb- (SOS) 737 1777 Email:• aAmland®comcast.net � 15.) LOCATION OF UTILITIES 15 APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR 0"-7" A Fine-Medium Loamy Sand I OYR 3/2 0"-G" A Fine-Medium Loamy Sand I OYR 312 lFh15 Area 15 Served Loam Sand I OYR 5 4 DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO 7-22 B Medium Loamy Sand I OYR 5/4 G-24 B Medium y / by Town Water COMMENCEMENT OF ANY WORK. THIS INCLUDES, BUT 15 NOT LIMITED TO, REQUESTS TO DIGSAFE, 22"-1 20" C I Medium-Coarse Sand I OYR G/4 Pero @ GO" 24"-120" C I Medium-Coarse Sand I OYR G/4 Pero @ GO" Prepared for: ANY PRIVATE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT, c/o Kathleen Greener I G.) CONTRACTOR SHALL VERIFY THAT ALL WA5TELINE5 ARE CONNECTED BY WATER TESTING WITHIN G Farmington Ave., Longmeadow, MA O I I OG THE DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS. Test Hole#2 (EL=50.4±) Test Hole#4 (EL=5 I .0±) 17.)CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY I CERTIFY THAT I O CURRENTLY APPROVED BY THE SEPTIC SYSTEM COMPONENTS. Depth Layer Soil Classi Soil Color Comments Depth Layer Soil Class Soil Color Comments DEPARTMENT OF ENVIRONMENTAL PROTECTION PURSUANT TO PrOpOSeGI rJ" eWaG�e D15pO5al cJ)/StfS►II 310 CMR 1 5.017 TO CONDUCT SOIL EVALUATIONS AND THAT 8 Flume Ave., Mar5ton5 Mlles, MA 8.) INSTRUMENT SURVEY CONDUCTED FOR PROPOSED WORK ONLY. SITE PLAN SHALL NOT BE USED 0"-4" A Fine-Mediufn Loamy Sand I OYR 3/2 0"-5" A Fine-Medium Loamy Sand I OYR 3/2 THE 501L ANALYSIS HA5 BEEN PERFORMED BY ME CON515TENT WITH THE REQUIRED TRAINING, EXPERTISE, AND EXPERIENCE FOR STAKING, OR ANY OTHER PURPOSES. 4"-27" B Medium Loamy Sand I OYR 5/4 5"-1 G" B Medium Loamy Sand I OYR 5/4 Prepared by: 27"-1 20" C I Medium-Coarse Sand I OYR G14 I G"-1 27" C I Medium-Coarse Sand I OYR 614 DESCRIBED IN 3 I 0 CMR 15.0 7. I FURTHER CERTIFY THAT THE 1 9. THIS PLAN DOES NOT CERTIFY, GUARANTEE OR WARRANTY COMPLIANCE WITH ZONING BYLAWS, 1 20"-135" C2 Coarse Sand I OYR G14 1 27"-142" C2 Coarse Sand I OYR 614 RESULTS OF MY SOIL' EVALUATION AS INDICATED ON THE ATTACHED 501L EVALUATION FORM, ARE ACCURATE AND IN SPECIFICALLY, BUT NOT LIMITED TO, 51DELINE SETBACKS AND BUILDING HEIGHT RESTRICTIONS. ACCORDANCE WITH 3 10 CMR 15.100 THROUGH 1 5.107 CSN 20.) EXISTING SEPTIC COMPONENTS TO BE REMOVED. ANY CONTAMINATED 501L SHALL BE REMOVED DATE OF TESTING: OG/1 5/1 2 P#1 3G72 FOR A DISTANCE OF FIVE(5) FEET LATERALLY FROM THE SOIL ABSORPTION SYSTEM AND REPLACED SOIL EVALUATOR: LINDA J. PINTO, P.E., CSN ENGINEERING INSPECTION NOTE: Engineering WITH CLEAN SAND. AREA TO BE COMPACTED TO MINIMIZE SETTLING. BOARD OF HEALTH AGENT: DAVE STANTON, BARNSTABLE HEALTH DEPARTMENT " PRIOR TO FINAL INSPECTION BY THE ENGINEER SYSTEM IN C LAYERS PERCOLATION RATE: LESS THAN 2 MIN/INCH 0 20 40 60 i . II NEEDS TO BE COPMPLETE INCLUDING BUILDUP FOR COVERS. 2 I.) WATER/SEWER CROSSING. 4 PVC WASTELINE SHALL BE SLEEVED IN A 20 SECTION OF G PVC P.O.Box 2030 Phone:(508)299-3250 PIPE CENTERED OVER THE WATER LINE TO MAXIMIZE DISTANCE TO JOINTS. GROUNDWATER ENCOUNTERED @ 134" IN TP-2 (EL=39.2) AND 140" iN TP-4 (EL=39.3) Teaticket,MA 02536 Fax:(508)548-6478 Linda J. Pinto, Certified Soil Evaluator SCALE 1 "=20' C:\CSN\RR-Flume\RR-Flume-SDS Plan.dwg Date: OG/22/ 2 Scale: As Shown By: Lip Check: MTA Project No. C51\10248 t _ - - - -- - - - --- - -, - - -- -- -- _ ---- -