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HomeMy WebLinkAbout0132 PACKET LANDING WAY - Health 132 Packet Landing Drive West Barnstable".: A 179 051 '. f i i No.-I-)2 Fee-----�&-n------ BOARD OF HEALTH TOWN OF BARNSTABLE G '/ Applicat ion for Veil Cou5truct ion Permit Application is hereby made for a permit to Constr ct ( ), Alter��� Repl'�Van��ddual Well at: _L° / " - -- Location - Address —— Assessors ap and Parcel zyw Owner - Address � �___ /�,o.10i� . -------------- ��= ------ ----------- Installer - Driller Address Type of Buildin welling Other - Type of Building-- ------- No. of Persons- Type of Well—��� - — -- Capacity--------- — —- — Purpose of Well--- -- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate .of Compliance has been issued by the Board of Health. Signed - — _— w O — ate Application Approved By bad�' _----_— Gj G -a --- date Application Disapproved for the following reasons: ---------- — ___ _ —_ __---_�—_---- date ^� Permit No. W Z 00 '-�, — Issued- - - �L -------- date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY That the Indivviduuall Well Consfrt�c-feet�T,Altered ( ), or Repaired ( ) ----------------------- ----------- ---- ��� Installer at has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. 64()a--A=-U Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE--__ - --_ Inspector------ - - ----- —----- � Jig . No. rl- -_•�3 Fee----------_-s ------ BOARD OF HEALTH TOWN OF . ARNSTABLE 4 Ap 'licat ion AtVerr ctConWtict ion Permit Application is hereby made for a permit to Construct ( ), Alter �)o R pair � individual Well at: Location — Address Assessors kiap and Parcel Owner Address Installer — Dnller_ —� Address 1 =4 Type of Building ,--'Dwell niwell g � Other - Type of Building--=------------- No. of Persons-------__--__—�_____ Type of Well—��� —_— -- Capacity---- — —---- -- Purpose of Well- ---= _ ' Agreement The undersigned agrees to install the`aforedescribed individual well in accordance with the provisions of The - Town of Barnstable Board of Health Private Well Protection Regulation The undersignedjurther.agrees not to ` lace the well;in o eration;until a Certificate of Com Nance has:been.issued.b' .the Board of Health. 'Signed ate Application Approved By— aate U �- -- Application Disapproved for the following 'reasons: - — —_— —___----------------date----- Permit No. li✓ G0 (I,� -- Issued—2�1 ?`-_--_— -- --- date ` BOARD OF HEALTH TbWN OF BARNSTABLE r c erti f itate Of. Compliance . 0"-NteredTHISIS TO CERTIFY, That the Individual Well Cons c ed ( ) or Repaired ( ) /f GjInstaller AW, �L iV J'te r_ �1 - ` —-- has been installedin.accordance with the provisions of the Town of Barnstable"Board of Health`Private Well Protection- s �. s ) Regulation as described in the application for Well'Construction Permit'No., LG Q-.a Dated 1 0- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE----- - -- Inspector-----_—- - ---_-------— - BOARD OF HEALTH !> CT 'a Y IS Ivell Con!5truct ion Permit No. 1�12 U d a - Fee Permission is hereby granted � '�'��� ll UZ eel--_____ s to Construct ( ), Alter ), or e ) an Individual Well at: . G�id�i9 «l No. Street as shown;on,the application fora)Well Construction,Permit 1. 9 • L k h n .• - E • P ,r - Dated � — — , !— - — ------- DATE 5 / 0 „ . `� Board of Health I 0 LN F LOT AREA 80,172+ SQ. FT. CAR= Boa �o •o- ooer�a �O 4 JOB # 99-104 CER TIFIED FO UNDA TION PLAN LOCATION 132 PACKET LANDING RD. PREPARED FOR: WEST BARNSTABLE, MA THE PURPOSE OF OBTAINING SCALE : 1" = 60' DATE : NOVEMBER 5, 2001 A BUILDING PERMIT FOR TERRY HAMIL TON REFERENCE : PB 177 PG 431 BARNSTABLE ASSESSORS MAP 179 PCL. 51,53 &33,38 1 HEREBY CERTIFY THAT THE FOUNDATION Of MgJs SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. ARNE 4-- H. ,s am-�4an C. OJALA v 3 No.2 ,348 0� down cape engineering. inc. Efs ST 0 ` CIVIL ENGINEERS 1��//(JL LAND SURVEYORS -- aae niaJn ,t yarmouth.m 02M DATE REG. LAND SURVEYOR i TOWN OF BARNSTABLE C LOCATION l�� ���f 1� 44,ed./94 SEWAGE # !eW - VILLAGE ASSESSOR'S MAP & LOT /7P- 0S/ INSTALLER'S NAME&PHONE NO. i SEPTIC TANK CAPACITY LEACHING FACILITY: (type) o (size) 1419 X a 7 NO. OF BEDROOMS BUILDER OR OWNER 7efR PERMITDATE: q AI A, COMPLIANCE DATE: // 4 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any-wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of 1 hing facili Feet Furnished by =O N CV-V__xv,� a l 30 .. s r THE tMONWEALTH OF MASSACIHUSETTS �` — FEE BOARD OF HEALTH OF APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct (� Repair ( ) Upgrade ( ) Abandon ) - ❑Complete System ❑Individual Components tq!s� ► 4A4-4 I t.-r—,t7t-J Local' n Owner's Name Map/P cel# rAddress Lot# Telephone# lg�ltj Utz,(of r� In.�jaller's Name Designer's Na Goa l,i n or f Address rAddress -771 - yi z� Telephone# Telephone# Type of Building: Lot Size `7 V' Sq.feet Dwelling—No.of Bedrooms h Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures ,-y�' Design Flow(min. required) � gpd Calculated design flow 5 �° gpd Design ow provided gpd Plan: Date0116101 I�11 Number of sheets Revision Date m Title - "I�� Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation�O DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed Date 27 I Inspectio FORM I - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 '�T _ ""��``e`f�,�'�....-.��+'-li^"_i."/�r'-.�'r`�;hr.�.^.;�•�'�A"w..,sl. t�+j«*.^�f�.�."i�r"�r��r'+�.""`..+:vti•v��ry7f� ":s"'i�.,.r- iM'.r . �b*^'„i `MW S USTTNo. ' 17 , FFEE BOARD ° OF HEALTH Lj OF APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERT & - Application fora Permit to Construct (.('-Repair ( ) Upgrade ( ) Abandon ) - ❑Complete System ❑Individual Components Loco n Owner's Name Map/p p-rcel# os'/ Address nn- ► % f Lot# Telephone# In. aller's Name Designer's Na �j FS Ic O SG�y a 1�a rt ar. ( (` l�c r" —/( �-/k 04-- iAddress Address -771 - y/ 2$7� Telephone# Telephone# Type of Buiiaing: Lot Size , T2� Sq.feet Dwelling—No.of Bedrooms `i Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures t Design Flow min.re uired d ` Calculated design flow d Desi n flow rovided d g ( q ) gp g gp g P �gP Plan:.Date S3 I t5 1,01 Number of sheets I Revision Date_ Title - -C 1"!"1x Gi�'t�— �1.�►a�1 { Description of Soil(s) Soil Evaluator Form No. Name of Sotl Evaluator Date of Evaluation O DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the.above described Individual Sewage Disposal System in accordance with the provisions of c" TITLE 5 and further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health:r Signed Date 2 7 Inspectio � t 28 FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 No::;b© V 76 THE COMMONWEALTH OF MASSACHUSETTS FEE XJ /00��, t�� •�4r, BOARD OF HEALTH CERTIFICATE OF CO PLIANCE Description of Work: ❑ Individual Component(s) Complete System 000 The undersigned hereby certify that the Sewage Disposal System;Constructed( ,Repaired( ),Upgraded( ),Abandoned( ) at c�t A Al �• , /�5a�.�..s1z�� has been installed in accordance with the provisions of 310 MR 15.00 (Title 5) and the approved design Tans/as-built plans relating to application No. 2u0 1 — i4L dated 15c 01 Approved Design Flow (gpd) Installer n Designer: Inspector ~ 'U" Date `f.Y�� �00 v The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 THE COMMONWEALTHFEE OF MASSACHUSETTS NO. BOARD O F H E A LT H I` DISPOSAL SYSTEM CONSTRUCTION PERMIT Pe-mission is hereby granted to Construct ( Repair ) Upgrade ( ) Abandon ( ) an individual sewage disposal system at /3Z Yge 14c+ 9 tj •-3t ��h_Nk as described in the application for Disposal System Construction Permit No. G�0 � dated ,�5 / Provided: C onstruction Shall be completed within three years of the date of this permit.All local �conditions must be met. Date / %_ Board of HealthZ%Q FORM 2� DSCP / DEP APPROVED FORM 5/96 ' FORM 1255 (REV 5/96) H&W HOBBSB WARREN" PUBLISHERS- BOSTON "' •�„� TOWN F BARNSTABLE LOCATION c / .;74 4e-@L SEWAGE # c VILLAGE gfAt/15 ��/� ASSESSOR'S MAP & LOT /7P- BSI INSTALLER'S NAME&PHONE NO. G11 V L�d�JS SEPTIC TANK CAPACITY LEACHING FACILITY: (type) 41P (size) oSoC.r NO. OF BEDROOMS 5- BUILDER OR OWNER R PERMITDATE: 9 A'7 ZO FZCOMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility f Feet Private Water Supply Well and Leaching Facility (If any-wells exist \v on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of 1 hing facili Feet Furnished by c� Y" �y'�\�S i 0J Town of Barnstable P# Department of Health,Safety,and Environmental Services a oFt Public Health Division Date (/ or 367 Main Street,Hyannis MA 02601 HARNSTABIA 0 'OrEot„�ta Date Scheduled = 19 Time'-�' Fee Pd. ra , Soil Souitability Assessment for Sewage Disposal Performed By: Witnessed By: 9A./y4 �G�/LAel, G LOCATION & GENERAL INFORMATION t .Location Address ' �[� /'� ti C Owner's Name- T 9,1At(A-0Q -BA/W_J -xe Address ��j2- Assessor's Map/Parcel: 17q/s//s3 LComiweAj Engineer's Name X,0 J 4-L/t- ��// �oT NEW CONSTRUCTION pp REPAIR Telephone# 36Z-qJ 7� Land Use �t ta.0 Slopes(%) rO Surface Stones �{/0 N£� , Distances from: Open Water Body ft Possible Wet Area AOO ft Drinking Water Well / d f Drainage Way A ft Property Line 30 ft Other ft SKETCH: (Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) Now (� o GO � tj\ Parent material(geologic)Q L Depth to Bedrock t pt ^ Depth to Groundwater: Standing Water in Hole: �-1 fi1'�' � Weeping from Pit Face � F.V�-►'�2CC Estimated Seasonal High Groundwater I'Z * . DETERMINATION OR SEASONAL,HIII"4?VATEIt TAB Method Used: V rLvr- L� Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: q& in. Groundwater Adjustment ft. Index Well#011) -. Reading Date:.JqUD_._ Index Well level''^__ Adj.factor_J_ Adj.Groundwater Level;9 2`S'L T,CnQ PE RCOLATION,TES' a c tme Observation -f Hole# S41 1 0 2 J8 Time at 9" Depth of Pere �OGL� pI� Time at 6" ~ Start Pre-soak Time@ -.GXG4G4f4o1us Time(9"-6") End Pre-soak Rate Min./Inch s -.rf Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back j Copy: Applicant DEEP OBSERVATION HOLE LQG Hole# Depth from I Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. n is enc %Gravel) Lda r►n ��l2y/3 — 1 z-3 13 5,400YL0Ahi 10A Vlq -�z C 1 S1If . /v,/V C,Iaia 104V 14, NLv W PC 46 131t,CC 4,v- 10yj2�// .bervs Mfd/use 5&j i >i DEEP OBSERVATION HOLE LOG $ale Depth from Soil Horizon Soil Texture Soil Color Soil I Other Surface(in.) (USDA) (R^.urse!I) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel) q4—1457 C2 l3k N4 I�- /5 C Mk ,;Wo Z, 5y�/ DEEP OBSERVATION HOVE LQG Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.°oGravel) o 4/Lfi coksl 2=�s�17/3 4,,t r Lai}W1` 2.,y 'rA IZo-a�`I L2 Sallo�f �onr�1 la`%IQ6/3 , ;Ot -aKv -C 3 13(-e G( l0y12-1-/ 'WX ta' DEEP:OBSERVATION HOLE LO'G HoXe# Depth from Soil Horizon Soil Texture Soil Color, Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Con isenc °oGravel) Flood Insurance Rate Man. Above 500 year flood boundary No— Yes X Within 500 year boundary No— Yes Within 100 year flood boundary No— Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? yE$ If not,what is the depth of naturally occurring pervious material? Certification I certify that on OQe-- 9y (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,expertise and experience described in 310 CMR 15.017. Signature ��' Date ' f _L4-rIri J ` ' r r� �y t I m Solry ir; � I 1�1����■\i I �� ,/ {nl �■� ', � �iiii"JUM �iil ■■■■ rl �'1■■ Lrsa ■■■■■■Au �1 ■■..No ■■[�.. mommom 01 [■�: Ir:�r■■■■■►,M �Is. .■■■n..a■ w■\■ mom ■00 ■ II r at R �P - r` r_r �' sr: �� �!�i ewisw�.mu��;iu� ��W ��'IG�I.L1Wiil�A 'M �■JNIGM'1 .L�17'rJ Yio �11101 aao� "0i1 Nounu�: calm Iloo�,lu�l�luaa.o 37NOCI92k! NO.LIIWV H w� � sal�om �w 'ON 13SE m •YOIi ia001�11 LIAJrRD wasr►� �w ixolwdoo NV"Id WOOIA CN022S • ..,M.,-. Z 8 Ll N Mi O � w A A A A I I R�I I �i • �w • ■ i • ■ ■■sr O ■ i ■ ! O � ■ aAONs�ts uvlas ------------ ou am -oil I I � I I I II - I • I ------- II I I II I i I II I I II I i I II i I � I I I� ----- _ i ■IIC■V Um113 i O O N I d oen M �m s i I , I I I i I I I I J 1 ' . � - - -,,.' �"' A�Y9fIM19Ar'MerM�MVIr�Yi�rllW�allf�N'wYw+wrwklwirxfrNera`rbp+rinlrlN+RYllrrtlsniWrww�irMwl�ihMFSrarrrr.ih►..IVrrh.JiMr•eYr„ywe.rr+.rwrrh+wruurw..um-Tii.�wiirrnr�....:�.::.:..-�.- ,...._ FIRST FLOOR EL. 32.0 S 'IC PROFILE TEST HOLE LOOS LEGEND -- - ' , ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) �r.. ----z---- SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) � ACCESS COVER (WATERTIGHT) TO ARNE H. OJALA, PE LocuS 100.0 PROPOSED SPAT ELEVATION • 1�,r,THIN s" of FIN, GRADE DESIGN FLOW: �_ BEDROOMS ( 110 GPD) - 550 GPD 30"0 MINIMUM .75' OF COVER OVER, PRECAST ENGINEER;_ 2� SLOPE,REQUIRED OVER SYSTEM DONNA_MIORANDI, RS 100x0 EXISTING SPOT ELEVATION USE A 550 GPD DESIGN FLOW WITNESS: RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE: 1/2/01 I � 100 SEPTIC TANK: 550 GPD ( 2 ._) = 1100 28.O'f '-*��,�---� FOR FIRST 2' s PROPOSED CONTOUR PROP PROPOSED 1500 3' MAX. PERC. RATE _ < 5 MIN INCH (ASSUMED 1N M/C) T�T ) USE A DE GALLON SEPTIC TANK ( 2- GALLON sEPrlc F 27,0' _ - I IV 9909 s 100 EXISTING CONTOUR 27.25 TANK H- 10 CLASS SOILS P# ------- Z a LEACHING: ( ) GAS r ( ) ) - -- ED co 0 ooac a. 2 58 + 10.83 2 (.74 203.7 BAFFLE. 23"5' - �"""' 1,33 RouTesA SIDES: - MIN 58 x 10.83 74 = 464.8 22.17' CI C� C7 C7 C7 CI C7 C� (• ) ( 2 7. SLOPE) \____6" CRUSHED STONE--OR MECHANICAL CD M 0 �] D [] Q r M 3.5' 0 ENDS BOTTOM: COMPACTION.-(15.2a1 (23) 2' C7 G7 C! Cl D C� Cl CJ » � 20.17' ELEV. ELEV. TOTAL: 903 S.F. 668.5 GPD DEPTH of F�ow 4 3 - 0„ 28.5' 0„ Q ( � SLOPE) (-6__� sLOPE) USE (6) 500 GAL. LEACHING CHAMBERS WITH 3' TEE SIZES: `�/4" TO 1 1/e" DOUBLE WASHED STONE INLET DEPTH = 1 n" A A STONE AT SIDES AND 3.5' AT ENDS LOAM LOAM OUTLET DEPTH 14" 12" 10YR 4 3 12" 10YR B 4/3 LOCATION MAP NTS I B D BOX 21' LEACHING Sl SL FOUNDATION-- 11 SEPTIC TANK 117 FACILITY 27.0 36" 10YR 4/4 36" 10YR 7/6 ASSESSORS MAP PARCEL BOARD OF HEALTH GAR. SLAB .�,0± C1 C1 YARD SETBACKS: - SILT LOAM SILT LOAM FRONT = 30' MA PROPOSED 1500 72 1 OYR<:6/3 SIDE = 15' APPROVED DATE ' GALLON SEPTIC 24.75' 2.5Y 7/3 25,O TANK (H- 1 O ) GAS C2 96' ; REAR = 15' 2 7.0'f BAFFLE PLAN REF. - 177/431 SL C2 �6" CRUSHED STONE OR MECHANICAL " 1OYR',.E/6 ! FLOOD ZONE: C COMPACTION. (15.221 [2)) 96 BLUE CLAY GAR. SLAB - 10' SEPTIC TANK `11 D' BOX C3 168„, 12.4' BLUE CLAY 192" IOYR 6/1 12.5' C3 +21.86 Z C4 M ED/COS 1 S' MED/CO> OBS WATER Z OBS. WATER 204' -+2a.os a0��o °° 240" 2.5Y')/4 8.5' 216" 2.5Y 7/4 8.4' 1 +22.01 +24.29 �o /;/...'�. FAILED ELEV. ,� 0" 1.77 ; �/. j - f A NOTES: a.9B LOAM - � Y'1 R 4 0 3 �" - NGVD �- 1 . DATUM I i D S +22.00 �j cazEe m2640 1 5' REMOVAL OF UNSUITABLE SOIL REQUIRED B 2. MUNICIPAL WATER IS NOT AVAILABLE o_.. AROUND PERIMETER 0, LEACHING FACILITY, SILT LOAM % - DOWN TO SUITABLE SOIL LAYER. REPLACE I " . 3 MINIMUM P PT T MUM PI PITCH I E C 0 BE 1 8 PER FOOT. Y 2.5 : 7 3 WITH CLEAN MEDIUM SAND. ENGINEER TO 36 / - - INSPECT AND CERTIFY REMOVAL. Cl 4. DESIGN LOADING FOR ALL PRECAST UNI I S TO BE AASHO H 10 5. PIPE JOINTS TO BE MADE WATERTIGHT. r 7.5.a6 1'�3.03 IT L AM S LOAM v -23. s \ 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 22.72 _ /` 23a�_, .- - � �� Z;S : 7 3 ENVIRONMENTAL CODE TITLE V. r .,.♦ _ /`r WATER SEEP 12O / THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE -' 23 6 :` �2 7 USED FOR♦ LOT, LINE STAKING. _ , ' _ L y 3•01 / / +27.32 -_ ; • f- FOR SEPTIC SYSTEM TO $CH. 40-4,% PVC. 8. PIP ,. �_.-- ..^ .fit �_ �r � \. 204" 9: CGMPONEN'I S NOT l v B= r�ACKr iLLL✓ ., �.!. <. t v HEALTH AND. PER N OBTAINED T®2s.as �"• � +2 a; - INSPECTION 8Y BOARD OF HE r P�'rl�Sl'� \2 \< r1, k / \ o 'z"r - r/ RCS Oi�RD ur HEALTH. � ' `+2s:8 ° � � ? ` _ _.: _�� a t: ., --`..- . BLU .LAY` �C� -/ A#22t7 F � `�i�/ _.. .._._ " � ' I - � �0. CONTRACTOR SHALL BE RESr��)NSIBLE FOR VEQI YiNG THE - - / PROP. GARAGE r- + ' +27.46 - 240 J .. . T ENCEMENT OF �h'O I(� 0 C M M R , Tl , +27 21 + 7.6� *29. 9.92 �4 / •� +26.29 / ". -_ `,..,; _ ,, <,/ MF 1J COS 27.64 + 7.48 i i PROP. 8.56 ! c �+ zo �,�r t 29.65� \ / TH3 27.75 / PAVED �Q by 4-29 87 \ f �' DRIVE , �. /8.3o Q 25G _. - - OF +2 .14 27,70 / \ ,� NO POTABLE WELLS ARE WITHIN 150' OF PROPOSED LEACHING 132 PACKET LANDING ROAD r \ 3090 \\��"'� +29.71 \ �s• FACILITY 'Pj +30.91 Q IN THE .TOWN OF: POOL _ ` \ 3p.00 oU �� (WEST) BARNSTABLE 29.13 30. \ � QL p \/ (" 6.9 27.71 + `2 \\\ �k3 19 \ / � PREPARED FOR: TERRY HAMILTON k 30. \ 27.81 \\ J1 \ / 30 0 PROP. PROP. \\ \ / / 30 60 90 ADD'NS/EXPANSION ADO'N/EXPA'NSION §t EXIST. DWELL. 29, �\ i �/ 00 FlRST FL - 32.0' ' +3 ' .aa% / SCALE: 1" = 30' DATE: AUGUST 18, 2001 LOT AIR EA, 32.06 - - .3 . 6 74 29.83 O• p 30.65 .� APPROX. WELL LOCATION �`�� 0f MqJ ARNE OF OJALA ind� ARNE H. c�G No.26348 �q OJALA \/ 8.65 F�S�OHgLs1 SJ� ` v IL CA ARNE H. OJALA, � 17ATL' / BENCHMARK: USE FIRST FLOOR ' ~- ------. ,/ ELEVATICN OF 32.0' +25.48 +24.93 i off 508-362-4541 3 fox 508 362-9..80 I down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYORS 939 main st. yarmouth, ma 02675 F FIRST FLOOR EL. 32.0' SEPTIC PROFILE LEGEND TEST HOLE LOGS - NOT TO SCALE ACCESS COVER TO WITHIN 6" OF FIN. GRADE ( ) - SEPTIC DESIGN: RBAGE DISPOSER ►s NOT ALLOWED ) ( ACCESS COVER (WATERTIGHT) T4 ARNE H. OJALA PE LOCUS 100.0 PROPOSED SPOT ELEVATION 1 ..,. \ ,. ENGINEER: > DESIGN FLOW: 5_ BEDROOMS ( 1 0 GPD) = 550 GPD 30 0 MINIMUM .75' `OF COVER OVER PRECAST WITHIN 6 OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM DONNA MIORANDI, IRS 100x0 EXISTING SPOT ELEVATION USE A 550 GPD D SIGN FLOW 26.0 WITNESS: 1 2 RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE 1 Z/01 100 SEPTIC TANK. 550 GPD (_) - 1100 28.0 t FOR FIRST 2' DATE: / PROPOSED CONTOUR 1500 < I A a s, PROPOSED 3. MAX. PERC. RATE .= 5 MIN INCH (ASSUMED IN M/C) .., USE A 2000 GALL ,N SEPTIC TANK (PROP) 100 EXISTING CONTOUR GALLON SEPTIC 27.Q' - w ! - IV 9909 27.25 < LEACHING:. �I. TANK (H- 10 ) GAS . CLASS SOILS P� 2 58 + 10.83 2 .74 = 203.7 BAFFLE 27 3.5' "oa«� �23,33'_ ROUTE sA SIDES: ( ) ( ) 0 �- 2 2.17' CI 0 i� (� C� I BOTTOM: 58 �x 10.83 (.74) = 464.8 ( M2 % SLOPE) \_6" CRUSHED STONE OR MECHANICAL o Cl C] C7 C� C� C7 O CI 3.5' ® ENDS k 3 COMPACTION. (15.221 [2)) �� ELEV. ELEV. j TOTAL: 903 S.F 668.5 GPD oEPrH of FLow 4' 3 $ 2 CI CJ O C1 Cl 0 Cl 1� © Q 20,17 Q Q a ( % SLOPE) (_6?% SLOPE) 0' 2 8.5, 0„ 6 4, TEE SIZES: 3 4" TO 1 1 2" DOUBLE WASHED' STONE USE (6) 500 GAL. LEACHING CHAMBERS WITH 3' / / q A � INLET DEPTH = _10" LOAM' LOAM STONE AT SIDES AND 3..5' AT ENDS OUTLET DEPTH 14" 12" 10YR 4 3 12„ 10YR 4/3 .: B B ' LOCATION MAP NTS FOUNDATION---- 11 SEPTIC TANK 117' D' BOX 21' LEACHING SL SL I FACILITY 27.0 36 10YR q/4 36„ 10YR 7/6 ASSESSORS MAP PARCEL BOARD OF HEALTH GAR. SLAB 29.0f Cl : Cl YARD SETBACKS: MA � PROPOSED 1500 _4 SILT LOAM SILT LOAM FRONT = 30' APPROVED DATE 24.75' 72" 10YR 6/3 2.5Y 7/3 SIDE = 15' 25.0 GALLON SEPTIC ! TANK (H- 10 ) GAS ,. CZ 96 REAR _ 15' 27.0't BAF LE SL C2 PLAN REF. - 177/431 �_l CRUSHED STONE OR MECHANICAL „ 10YR 6 6 COMPACTION. (15.221 [21) 96 BLUE CLAY FLOOD ZONE: C 168" 12.4' f GAR. SLAB -- 10' SEPTIC TANK , 1 D' BOX BLUE CLAY 1 192" 1OYR 6/1' 12,5' C3 +21.86 C4 MED COS sR MED/COS / _2 oes.' WATER 204" oBs WA +24.0s @� 0 240" 2.5Y 7/4 8.5' 216 2.5Y 7/4 8.4' o, +22.01 FAILED / +24.29 +25.5 \\ O„ f a i 1.77 �' �- �� NOTES. /i \ko 4.96 LOAM / GAZEB TH2 8 1. DATUM IS \ i 5' REMOVAL OF UNSUITABLE SOIL REQUIRED +'Za.00 \ / i 0 6.40 A NOT AVAILABLE ROUND PERIMETER OF LEACHING FACILITY, SILT LOAM 2. MUNICIPAL WATER IS \ I DOWN TO SUITABLE SOIL LAYER. REPLACE Y„f 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. 'NITH CLEAN'MEDIUM SAND. ENGINEER TO 36" 2 5 /3 / J \ P ; / r►S. fCT AND CER.,FY REMOVAL. � 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO 'H�- 10 23.03 ;/ 1-25.46 5. PIPE JOINTS TO BE MADE WATERTIGHT. _a-23. s ;, r:-� SILT LOAM - 22.72 - �; 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. z3.s3 /" -' „ 2.5Y 7/3 ENVIRONMENTAL CODE TITLE V. l /.... / ]1► WATER SEEP 120 23. �� '► -' 7. THIS PLAN IS FOR PROPOSED WORK ONLY' AND NOT TO BE oo yo`O C2` USED FOR LOT LINE STAKING. _.� 1 SL „ 3.01 ' +27.32 �< 8. PIPE FOR SEPTIC -SYSTEM TO-SCH. 40-4 PVC. a5 2 .85 �� �, �� 86 ti10 204 1 9. COMPONENTS NOT TO BE, BACKFILLED OR CONCEALED WITHOUT � ---__ -, .,. INSPECTION �3Y BOARD- �r._.: ,.,_, TH Anln �rQ��i�.�,. ,. �'RT P�il- ?> t'�I'28:49 -1�$6.S f _> . __ -- _ - .-.,.. _ .. a_,.a.. .: '�. _ . •.-D Z + 5.31 q y TH1 O _.-t S .... .. _ A i x � +26.82 [� .. ,.. ,. 22.17 \ ,� `+ 9.+2 27.19 BLUE _ / t /' -AY 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE + 3.58; / PROP. GARAGE t:7.4s` 1OYI. E,/1 LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR -a 2s.os� / 240 TO COMMENCEMENTF--- 0 WORK. +27.21 9 92 .. Qom". �U `�� CAI +26.29 /d 2911\ `� <,, MED r:OS / `2 �29s5\ PROP. s.56 2.5Y `� 4 TITLE SITE PIAN L� Zp i , 27.75 PAVED TH3 / �O / 29,87 \\ /// \ DRIVE \`. T 23.30 (� 250 +2 .14 ' I _.__ _ / �` OF / '� 27.70 / \ �� NO POTABLE WELLS ARE WITHIN 150' OF PROPOSED LEACHING / �g \ �� �1...� +29.71 `�°s <:,' C� FACILITY 1 32 PACKET LANDING ROAD 27.65 p�� '0 \ 90 POOL \ i � °�°.�, +30.91 �O N THE TOWN OF: 29.13 30. \ -- \ -/ �� �, (WEST) BARNSTABLE 6.9 27.71 \ `\ `•� \ 4k3 19 4 <i + �. PREPARED FOR: TERRY HAMILTON 27.81 1 30. \ r PROP. PROP.. \� : \ 30 0 30 60 90 ADD'NS/EXPANSION ADO'N/EXPANSION .25+ 9.§t \ / EXIST. DWELL. 29. \ '' � 3 ' RRST FL 32.0' ,, > +3 44 / SCALE: 1 = 30 DATE: AUGUST 18, 2001 LOT APICA 32.06 - - Is 180 lit S.F. .74��9.83 _ .01 30.65 wa�o AP�PROX. WELL LOCATION Mq . .47 <a'� NE � ��� �� OF \, 9/1 'r 0:4t H NOJA634E N �� ARNE K LA i 8.65 �� �fCtST . S�Q�Q VIL �t37p1 2�.61 2�NAt A �.. ARNE H. OJALA, DATE / BENCHMARK: USE FIRST FU-)OR ELEVATION ,OF 32.0' +�25.48 +24.93 off 508-362-454t lox 508 362-96 C down cape engineering, inc. CIVIL ENGINEERS LAND - SURVEYORS 939 main st. yarmouth, ma 02675 D 0 ---35z Er