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HomeMy WebLinkAbout0620 SANTUIT ROAD - Health 620 Sahtait Road -- - A= 007-- 013 ti° 'r V r//-/ SMEA® No. 10339 smead.com m Made in USA eti°Ia.ED oa �� 0 �r� TOWN OF BARNSTABLE' LOCATION SEWAGE# - VILLAGE eaE�= ASSESSOR'S MAP&PARCEL /v ,93 INSTALLER'S NAME&PHONE NO. a!,k) SEPTIC TANK CAPACITY /Jee LEACHING FACILITY:(type) 0,9 (size)i2 NO.OF BEDROOMS y OWNER PERMIT DATE: COMPLIANCE DATE: r 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 leaching facility). feet I FURNISHED BY de/d ,v// f 1 aGb '70` TOWN OF B.ARNSTABLE LOCATION 0, SA,A r6r % EWAGE # VILLAGE T-L , t `7�— ASSESSOR'S MAP & LOT ©U7-OI3 INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) NO. OF BEDROOMS PRIVATE WELL OR P�U LICWA E BUILDER OR OWNER o DATE PERMIT ISSUED: DATE .COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No OYtr�� P-i r j (131a1-110 �- CGva�e slab J Cess(�oa1 AN k 0 i na�t o `�6 LC i r e y/I d ��a�iu�r Rn i No. FEE _ I COMMONWEA1711I OFF MASSACHUSETTS Board of Health, �/2/V Sr-AY�.� ,MA. APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct( ) Repair(<Upgrade( ) Abandon( ) - 0 Complete System ❑Individual Components Location Owner's Name 45"'1-S Map/Parcel# Address Lot# Telephone# Installer's Name / Designer's Name V-k Dv6 ALL -U Address " / Address ]7l)� Pox ?,+S � GR_ Telephone# ` Telephone# f "`2 Type of Building Lot Size sq.ft. Dwelling-No.of Bedrooms E3 D1ZW)1'L$ Garbage grinder ( ) Other-Type of Building No.of persons Showers ( ),Cafeteria ( ) Other Fixtures Design Flow (min.required) 6 gpd Calculated design flow Design flow provided�gpd Plan: Date JA/'J o :4a Number of sheets 2. Revision Date Title SITS s t.AG�. �.t�9L,� �`t�►®c��j,-�� pi2a4®Sgip XPD) 776AJ`l Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator &V4E- 49 140A a e of Evaluation —JUAJ I✓ 1�1 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 of o e system in operation until a Certificate of C pli a has been issued by the Board of Health. Signe Date g oft Inspection 0 I I #="7� tk / f � a-w V FEE No. (J " COMMONWEAL ® - SSACHUSETTS P� Board of Health, &AIA)S7_08e4�_ ,MA. APPLICATION FO`R DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct(. ) Repair(> Upgrade( Abandon( - El Complete System ❑Individual Components Location /0 Z J,g�v?l!i /moo ,� Cg�,Tv/ Owners Nape Map/Parcel#L ©)rj Address , � q^,,-IIJ I? ail/T Lot# Telephone# Installer's Name �^ �77" 1 � e Designer's Name M9C j)dL/(g.4I/ 4V J2\1� /t.,K Address j : Address. 14A Telej` pbne# +�7 � �^ � Telephone# 61;-,0A 419 94 Type of Building A 51 A JT AG,. r Lot Size, 2 ,D Z) sq.ft. Dwelling-No.of Bedrooms 14 ;fi a�e2r��•( 5 Garbage grinder( ) ,. Other-Type of Building No.of ersons Showers p O,Cafeteria( ) Other Fixtures ,I Design Flow(main.required) 0 gpd Calculated design flow �-f Design flow provided 5 gpd Plan:,Date JA /''J 'J 2L�7 Number of sheets �v i Revision Date '--J1/'J'c- !9 , Z ao 9 Title 1T ��`�-lci/ � �44i✓ Desc"I'lotion of Soil(s) 1:-,44/J Soil Evaluator Form No. Name of Soil Evaluator JOZVC�F- 4-04d oe Cte of Evaluation J UAJ£. 2� DESCRIPTION OF REPAIRS OR ALTERATIONS >, The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TIT g p ys p LE 5 and further agrees�t/-not to place the system in operation until a Certificate off Coompliann a has been issued-by the Board of Health- 1 Signed �� � Date A 12-7 Z 9 . Inspection - l! y V V / -� No.� FEE COMMONWEALTH OF MASSACHUSETTS rl� Board of Health, r ,9, AJSTy4l,�s' MA. CERTIFICATE OF COMPLIANCE Description of Work: 0 Individual Component(s) .j Complete System ``r i The undersigned hereby ce tify that the-Sewage Disposal System; Constructed (�),Repaired'( ),Upgraded ( ),Abandoned ( ) at /.a Q J�� nJ'7?),, A_-'A4 aa614 i al0t 7- has ` 1.11+ been installed in accordant with the prdvisimns of 310 CMR 15.00 (Title 5) aWdthp roved design" plans/as-built plans relating to application No. U(ae1 L/t7 dated t�f � Approved Design Flow (gpd) , Installer Designer: D/'`i P:tJ ,-�t�/ Inspecto ►F .1 � t Date - } The issuance of this permit shall not be construed`as a guarantee tha_the system will function as designed. No. CJ��"�' Z FEE '*�C®MM®NWLALTH OF MASSACHUSETTS - Board of Health, ;,q4,y S7 e, Am DISPOSAL SYSTEM CONSTRUCTION PERMIT )` Permission is herebyranted to; Construct Upgrade Abandon g ( ) Repair(� pg p ( ) ( ) an individual sewage disposal system . at 4W r5�AJZ-V/7" Z-04;b Lf(vUI- as described in the application for g .v� Disposal System Construction Permit No. dated Provided: Construction shall be completed within three years-of the-date of this�-p rmit. All local conditio yust be met. Form 1255 Rev.5/96 A.M.Sulkin Co.Poston,MA Date 1 I .Board of Health l r' TRANS.NO.: CITY/TOWN: 67'0 APPLICANT: —10-4 .) M e.C/N .S ADDRESS: 6 ZO S4107vi Z- DESIGN FLOW: 45^� gpd REVIEWED BY: DATE: N/A OK NO GENERAL Legal boundaries denoted [310 CMR 15.220(4)(a)] Street,Lot,tax parcel number and lot number noted on plan [310 / CMR 15.220(4)(u)] Locus Provided [310 CMR 15.2204(t)] Plan proper scale?(1"=40' for plot plans, 1"=20'or fewer for components) [310 CMR 15.220(4 Easements shown [310 CMR 15.220(4)(b) System located totally on lot served [31.0 CMR 15.405(1)(a)for upgrades]-if not, a variance is required [310 CMR 15.412(4)] Location of impervious surfaces(driveways,parking areas etc.) / 310 CMR 15.220(4)(d)] Location all buildings existing and proposed 310 CMR 15.220(4)(c)] Location and dimensions of system components and reserve areas. 310 CMR 15.220(4)(e)] System Calculations 310 CMR 15.220 4 daily flow septic tank capacity(required andprovided) soil absorption system(required andprovided) whether system designed for garbage grinder North arrow 310 CMR 15.220(4)(g)] Existing and ro osed contours [310 CMR 15.220(4)(g)] Location and log of deep observation holes(existing grade el. on each test) [310 CMR 15.220(4)(h)] Names of soil evaluator and BOH representative [310 CMR 15.220 4 h and(i)] Location and date of percolation tests(performed at proper elevation?) [310 CMR 15.220(4)(i)] Percolation test results match loading rate? [310 CMR 15.242] Certification statement by Soil Evaluator[310 CMR 15.220(4)0)] Observed and Adjusted groundwater(method for adjustment given or indicated) [310 CMR 15.103(3)and 310 CMR 5.220(4)(n)] Address Sheet 1 of 7 ', fin. . rp N/A OK NO Location of every water supply, public and private, [310 CMR 15.220(4)(k) within 400 feet of the proposed system location in the case of surface water supplies and gravel packed public water supply /I V within 250 feet of the proposed system location in the case within 150 feet of the proposed system location in the case d V of private water supply wells Location of all surface waters and wetlands located up to 100 ft. beyond setbacks listed in 310 CMR 15.211 and any catch basins located within 50 ft. [310 CMR 15.220(4)(1)] Water lines and other subsurface utilities located [310 CMR 15.220 4 m if water line cross see 310 CMR 15.211 1 [l Profile of system showing invert elevations of all system components and the bottom of the SAS 310 CMR15.220(4)(o Stamp of designer [310 CMR 15.220 1 and 310 CMR 15.220(2 Stamp of Registered Land Surveyor(required if construction activities within 5 ft. of lot line) 310 CMR 15.220(3)] Test Holes adequate (two in each of the primary and reserve unless trenches as permitted in 310 CMR 15.102(2)or as approved for an upgrade under LUA at 310 CMR 15.405(1)(k)] Test hole adequate to demonstrate four feet of suitable material? [310 CMR 15.103 4 ] Test Holes adequate to confirm adequate groundwater separation? [310 CMR 15.103(3 Benchmark within 50-75'of system 310 CMR 15.220(4 Materials specifications noted? [various sections of 310 CMR 15.000] System components not>36" deep(unless Local Upgrade Approval or LUA requested) 310 CMR 15.405(1(b)] Address Sheet 2 of 7 N/A OK NO SEPTIC TANK Size OK? 310 CMR 15.223(1)] Inlet tee located ten inches below flow line 310 CMR 15.227(6)] Outlet tee 14"or 14"+5"per foot for increase ft depth [310 CMR 15.227(6)] Outlet tee with gas baffle or approved filter 310 CMR 15.227(4)] Note regarding installation on stable compacted base [310 CMR 15.228(1)] Separation between inlet and outlet tees(no less than liquid depth) [310 CMR 15.227(2)] Inlet/Outlet elevations at least 12" above high groundwater (except as described 310 CMR 15.227(5))or permitted for upgrades under LUA[310 CMR 15.405 1 k ] Minimum cover 9" (Tanks buried more than 9"must have risers, on all openings and on the d-box) [310 CMR 15.2228(1)and 310 CMR 15..232(3) Three access covers(inlet and outlet must be 20" or greater)- middle access at least 8" by 7/07 [310 CMR 15.228(2)] Access to within 6 "of grade -one port for systems<1000gpd, two for systems>1000 gpd [310 CMR 15.228(2)] All at-grade covers secured to unauthorized access? [310 CMR 15.228(2 > 10 ft from building foundation 310 CMR 15.211 1 Buoyancy calculation Required/Done [310 CMR 15.221(8)] H-20 Where appropriate? 310 CMR 15.226(3)] Setbacks from resources [310 CMR 15.211 Multi-Compartment Tanks Required when other than single-family dwelling or flow>1000 g d 310 CMR 15.223 1) b ] First compartment 200%daily flow; Second compartment 100% daily flow [310 CMR 15.224(2)and(3)] "U"pipe through or over baffle, outlet of each compartment with as baffle or approved filter 310 CMR 15.224(4)] Address Sheet 3 of 7 N/A OK NO BUILDING SEWER AND OTHER PIPING Located at least ten feet from any water line? [310 CMR 15.222(2)] Disposal piping at least 18" below water line(when water and sewer cross, see 310 CMR 15.211 1 [1]) Cleanouts required/provided? [310 CMR 15.222(8)] Thrust blocks specified in force mains?310 CMR 15.221(6)(c)] Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable [310 CMR 15.222(6)] Proper pitch on all runs?(.005 within gravity-distributed trenches and beds) 310 CMR 15.251(9)and 310 CMR 15.252(2)(c)] Siphonproblem/ leachfield below pump chamber Endca s or vent manifoldspecified? Size and orientation of discharge holes specified?(not smaller than 3/8"not larger than 5/8") [310 CMR 15.251(8)and 310 CMR 15.252(2)(h)] Materials specified (310 CMR 15.251(5) specifies various pipe types allowed DISTRIBUTION BOX Stable compacted base [310 CMR 15.221(2) and 310 CMR 15.232(2)(a Splash plate or baffle tee required on inlet/provided?(when pressure sewer to d-box or steep pitch of gravity sewer) [310 CMR 15.323(3)(a)] Riser if deeper than 9" [310 CMR 15.232(3)(f)] Inside minimum dimension 12" [310 CMR 15.232(2)(b)] Minimum sum 6" [310 CMR15.232 3 e Watertight cover if<2000gpd);waterproof manhole if>2000gpd [310 CMR 15.232(3)(d)] PUMP CHAMBERS Capacity(emergency storage above working=design flow)? [310 CMR 231 2 Proper setbacks 310 CMR 15.211 same as septic tanks)] Watertight 20-in minium access manhole at least 20"MUST BE TO GRADE 310 CMR 15.231(5)] Service components accessible(not too deep with piping, disconnects accessible Alarm floats-alarm on circuit separate from pumps specified? Exceeds two units must have two pumps operating in lead-lag mode. [310 CMR 15.231(6)and 8)] Stable Compacted Base 310 CMR 15.221(2 Buoyancy calculations needed?Provided? 310 CMR 15.221(8)] Address Sheet 4 of 7 N/A OK NO SOIL ABSORPTION SYSTEMS(SAS) GENERAL Calculations correct? 4 feet of naturally occurring material demonstrated? [310 CMR 15.240 1 Required separation to groundwater? [310 CMR 15.212)] Aggregate specified as double washed 310 CMR 15.247(2 System Venting required/provided?(system under driveway or >36" deep) [310 CMR 15.241 Inspection ports specified and within 3"fmal grade? [310 CMR 15.240 13 Breakout requirements met?(No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and Guidance Document] GALLERIES,PITS,CHAMBERS 310 CMR 15.253 Chambers and Gal. in trench configuration supplied with inlet every 20 ft. [310 CMR 15.253(6)] Each structure with one inspection manhole(if>2000 gpd must be to grade) [310 CMR 15.253(2 Aggregate I'minimum-4'maximum. 310 CMR 15.253 1 b)] 2' sidewall credit maximum [310 CMR 15.253(1)(a In bed configuration, inlet every 40 s . ft. [310 CMR 15.253(6)] TRENCHES 310 CMR 15.251 Width T minimum 3'maximum 310 CMR 15.251 1 (b)] 100 feet-maximum length [310 CMR 15.251 1 (a)] Minimum separation 2x effective depth or width whichever greater 3x if reserve between trenches 310 CMR 251 1 d Situated aloTg contours [310 CMR 15.251(2)] Breakout OK? [310 CMR 15.211(1)[4] and Guidance Document] BED SAS(Maximum size of bed or field 5000 gpd) minimum 2 distribution lines 310 CMR 15.252(2)(a)] Maximum separation between lines 6' [310 CM R15.252(2)(d)] Maximum separation between lines and outside of bed 4' [310 CMR 15.252(2)(e)] Aggregate depth below discharge pipes 6"minimum, 12" maximum. 310 CMR 15.252 2 ( ] Separation between beds 10'minimum. 310 CMR 15.252(2)(D] Bottom area used in calculations only [310 CMR 15.25 2 21 i ] 4±1 Address Sheet 5 of 7 N/A OK NO DID THE PLAN INVOLVE Pressure Dosed System ? Provided pump and piping calculations as required [310 CMR 15.220(4)(r)] Pressure dosing required on all systems>2000gpd or alternative systems under remedial approval [310 CMR 15.254(2)and I/A Remedial Use Approvals] If used in gravelless system -make sure jet is directed as not to scour soil interface [Guidance Document] Inspections once per year(systems<2000 gpd) or quarterly >2000 d good to note on plan[310 CMR 15.254(2)(d)] Construction in fill -Did the plan specify that the fill shall meet the specification of 310 CMR 15.255 3 ? Impervious barrier and/or retaining wall? Guidance Document] Impervious barrier installation must be supervised by designer[310 CMR 15.255(2)(b)] Retaining wall must be designed by Registered Professional Engineer [310 CMR 15.255(2)(a ] Side slope not exceed 3:1 ? 310 CMR 15.255(2)] Breakout requirements met? [310 CMR 15.252(2)and Guidance Document] At least 5 ft. from impervious barrier to edge of SAS (10 ft. recommended) [310 CMR 15.255 2) e ] Gravelless System[FA Approval Letters] Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge to scour soil interface Alternative Septic System[FA Approval Letters] Was DEP Approval Letter provided and/or have you reviewed the letter for conditions? Is the technology being properly applied and does it meet all DEP Approval Conditions? Is there a note on the plan regarding the requirement for perpetual maintenance agreement? Any alarms involved on separate circuits Did the applicant submit an operation and maintenance manual? Has applicant submitted a copy of a maintenance Variances Are the variances listed on the plan ? [310 CMR 15.220 4 ( ] RLS Stamp necessary on plan if a component is within five feet of property line [310 CMR 15.412(4)] New construction or increased flow proposed- [Refer to 310 CMR 15.414 Address Sheet 6 of 7 e N/A OK NO Nitrogen Sensitive Areas Is the system in a Designated Nitrogen Sensitive Area(Zone H for a public supply well)? [310 CMR 15.214, 310 CMR 15.215 and 310 CMR 15.216 -also refer to Policy regarding upgrades of such existing systems] Is the system proposed on the same lot as served by private well? 310 CMR 15.214(2 Are the nitrogen loads proposed in compliance? [310 CMR 15.216(l)] Miscellaneous Pumping to septic tank? [310 CMR 15.229] Shared System [310 CMR 15.290 Address Sheet 7 of 7 Town of Barnstable Regulatory Services Thomas F.Geiler,Director BAPMABM = Public Health Division MAW 39. Thomas,McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: f 7109 Sewage Permit# 20?"2-C/9'Assessor's Map/Parcel QO7 6/�; Installer&Designer Certification Form Designer: � & $ 3V9_'V IAZ Installer: s� o r 7 - . Address: $,6 k Z4 2B Address: On 7 `Oq tely OX� was issued a permit to install a (date) (installer) septic system at Sfl NTV/T ?&A based on a design drawn by (address) �6TV/7- A11 ' �� t Ae_/lOya tL dated JOSV' JON , I", Zc ��.. (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. 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 &Loca ;ftegulatons. Plan revision or certified a - ilt by designer to follow. Stripout(if req.rid)wa itts ected and the soils were atisfactory. nstaller s Signature) No.749 (Designer's Si re AffixD,esr ri r�s=Sfam 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. gAoffice formsWesignercertification form.doc Town of Barnstable r# Department of Regulatory Services i Public Health Division Date 659.1% 200 MainS et, yannis MA 02601 - . � llD� H Date Scheduled Time Fee Pd. Soil Suitability Assessment for Sewage Disposal Performed By: Be— UCH ig AjlJ,e/'/J N , [ Witnessed By: �!6MAL(D ``J/1rt/j 02F1`If LOCATION& GENERAL INFORMATION t Location Address Owner's Name d071v I T �/)-4- Address Assessor's Map/Parcel: ' Engineer's Name �l cc)—/ to; /3 �• i�1dvG,9� �v�y NEW CONSTRUCTION REPAIR = Telephone Land Use Slopes(%) Surface Stones Distances from: Open Water Body ?Z194 ft Possible Wet Area Q ft Drinking Water Well Drainage Way ft Property Line w ft Other it SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) 00 1'v ®Ss Aj �_5�' s�677 1, Parent material(geologic) r M��Ct/ Depth to Bedrock . . Depth to Groundwater. Standing Water in Hole: / Weeping from Pit Face Estimated Seasonal High Groundwater DETERNIINATION FOR SEASONAL HIGH WATER TABLE N® 5 Method Used: 6�S <s Depth Observed standing in obs.hole: in. Depth to Soil mottles:, In. Depth to weeping from side of obs.hole: in. Groundwater Adjustment tt. Index Well# Reading Date:. In x Well]eve Adj.factor- Adj.Oroundwater Level_;., PERCOLATION TEST Date Observation ! Hole# ( Time at 9" t/ Depth of Perc 4 2 Cq Time at 6" Start Pre-soak Time 0 J ` 'lime(91'4") End Pre-soak .z Rate MinlInch o K v.. n:w a o fir►. w Site Suitability Assessment; Site Passed ✓ 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 within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one(1)week prior to beginning. Q:SEPTICIPERCFORM.DOC r T A - DEEROBSERVATION HOLE LOG Hole# X Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones;Boulders. Consistency.% ravel i A J�f}�v0 Zo 4 /®we 5 Z DEEP OBSERVATION HOLE LOG Hole# Z_ Depth from Soil Horizon Soil Texture Soil Color Soil . Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. Consistencv.%Gravel) SANS V DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. si to c Gravel) 31 r.a1-4 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color soil �pth'r Surface(in.) (USDA) (Mansell) Mottling (Struc are,t �Stones;r, Boulders. Cons' t n -�-- 00 O{ ,., Insurance Rate MAR: Flood Insu . Above 500 year flood boundary No_ Yes Within 500 year boundary No= Yes Within 100 year flood boundary.No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pe4ious material? ------ Certification I certify that on q (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, ertise and exper'ence described in 110 CMR 15.017. Date LO8 . Signature 11 , Q:\.S.EVn0PERCFORM.DOC nch 20 ft. // / UPOLE O // WOODS 00�,� GUY NV h / \On ,� / ^ PLI OAK / TITI cv OAK / 'IV PAI zo FL"FL: / OLD` v OAK FOUNDATION 2 �, OAK WOODS r �� OAK OAK LOT 75 OAK C) CD-7- 013 y 'L�, CHERRY 62 / O- — 1-0 OAK `i --A=25,452f S.F. 1�. _— #620 I — EXISTING — )7/013 = - — — PROP - 4—BEDROOM =PROpOSED _ —— .� P OSED -- DWELLINGCH - - _- = OAK A. GQ o N� 28930 ¢ PINE OisT 30' Qr.G� _ "s/0" L A' c Q / OAK : n / I - P P / � 18 4' � N82°19)W CB/DH, / / PINE NOTE: NO POTABLE WELL WITHIN 150' OF PROPOSED SEPTIC SYSTEM COTU I T 100.00 / '50 BEDROOM + �< PORCH / N83°05 "E 1 / CB/DISC LI VI N GR OOM / tbnneneseteer 1 / BATH / PORCH 1 N / 40 ® ' DINLNG/KITCHEN UPOLE � BEDROOM O DECK rn P / ; O WOODS / `9, FIRST GARAGE �'� / 12.83' FLOOR PLAN (SLAB) �F./ GUY 74 Fee . TP 0 PROPOSED LOCUS MAP :.. 2 BEDROOMS ON 2ND FLOOR 'e, S.A.S. PLAN REF: 19/143-4 OAK TITLE REF: 10962/144 � ' OAK IV PARCEL ID: MAP. 007 LOT 013 \J ZONING: "RF" SETBACKS: 30'F-15'S-15'R FLOOD ZONE: "C" BENCHMARK: COMMUNITY PANEL: 250001-0021-D �P` COR. OF STOOP �9 0 <<, - / EL=40.15' (G.I.S.f) O• � OAK OLD NOT IN ZONE II DATED:07/02/92 / `9 OAK 12.83, FOUNDATION 2 0' SITE & SEWAGE PLAN (SHOWING PROPOSED ADDITION) 11500 PROPOSED GAL. LOCATED AT: OAK co, p 0 O TANK PARCEL ID: #620 SANTUIT ROAD UPOLE �\ __- T'Z,p ° OAK OAK ,o A.M. 007/0.14 COTU I T, MA. ; - - - - - UTILS PREPARED FOR a' ��� __ O°2° C`° JOAN B. HIGGINS O CHERRY \ = PUMP, SANDFILL & JANUARY 5, 2009 � \\ _- - _=900\ � A OAK ABANDON EXISTING REVISED: JUNE 19, 2 00 #6 20 -== °��\ �o OAK LEACHPITS _ = EXISTING _ 7g ���Nof Ss ' It PARCEL ID: 4-BEDROOM -_ ___^ �' o�� 9Oy A.M. 007 013 \ PORCH _ _ = o� EDWARD Gym RUCE` . / -= DWELLING _ _ <��,1 o A. C CALCULATED AREA=25,021 f S.F. - - -- - - �,� STONE r; -�� NA:2$9. . Q ca MJR4'1iY �I GPI F =- 0 �o� .per No.749 ftsn c3` PINE - - -_- D I 4 '�1 i` P, OAK ' r CO MacDougall Surveying , G�P �s� �/ 8c Associates ,18'4 ��� � P. O. Box 2428 /IN N$2°19'w / Mashpee, Ma. 02649 PH: (508)419-1086 P PONES EDGE of D'_ _ _ _ ` —�/ FAX: 508 419-1087 SETT RT ROAp ( ) email: macdougallsurvey@comcast.net ROAD - _ _ ` OAK SCALE: 1"=20' SHEET 1 OF 2 J 11418 TOP OF FOUNDATION 2" LAYER OF ELEV.= 39.57' 4" SCHEDULE 40 P.V.C. PROFILE OF - „ „ MIN. PITCH 1/8" PER FOOT SEWAGE DISPOSAL SYSTEM DOUBLE LE WASHED STONE 10' MINIMUM-� (NOT TO SCALE) OR FILTER FABRIC EL= 39.2' EL= 39.6' = h"',Nl?�'n. ................... . 6 MAX.'........ ., :;tii: ::ati.., s" MAX. 39.5 :i::\L`:; ,.. RASR RASR CONC INVERT CLEAN SAND FILL NEEDED NEEDED RISER & EL= 36.50 4" SCHEDULE 40 P.V.C. EL= 38.38' COVER LEVEL, �,� PER 310 CMR 15.255 36"MMAx. MIN. PITCH 1/4" PER FOOT FOR 2 Q- 26' S= .01 =01 ONGEST 20' EL= 37.3 EXIST. EXIST. FLOW LINE EXIST. INVERT INVERT 110 14" INVERT INVERT INVERT c ° ° a 0 ° 0 0 0 0� o 00 EL=37.51 EL=37.3 MIN. EL=37.13 EL= 36.87' 6" SUMP EL=36.T '+ o0 0 00 4' GAS 24 a � o d, 0 C� O C� C� C� o �p 49 BAFFLE s" BASE MPACTED"SA"r o LLY o ° o° co °`b °4' EL=34.5 PROP. DB3 DISTRIBUTION 4.O 8.5' 4:0' . 6" BASE OF MECHANICALLY BOX (TYP.) COMPACTED SAND 3/4" TO 1-1/2" 33.5' PROPOSED DOUBLE WASHED STONE 3-500 GAL. (H-10) DRY WELLS (4'-10" X 8'-6" X .Y-9") o 1 ,500 GALLON TANK . SOIL ABSORBTION (TRENCH FORMATION)__ SYSTEM (S.A:S.) ,x12.83 X 33.5' . GENERAL NOTES I CERTIFY THAT I AM CURRENTLY APPROVED BY THE DEPARTMENT OF BOTTOM -OF TEST HOLE #1 ELEV.= 29.5' ENVIRONMENTAL PROTECTION PURSUANT TO 310 CMR 15.017 TO CONDUCT (NO GROUNDWATER) 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. SOIL EVALUATIONS AND THAT THE ABOVE ANALYSIS HAS BEEN PERFORMED TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS BY ME CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE, AND EXPERIENCE FOR SUBSURFACE DISPOSAL OF SEWERAGE. DESCRIBED IN 310 CMR 15.017. 1 FURTHER CERTIFY THAT THE RESULTS OF MY - 2. AT LEAST ONE ACCESS PORT OVER TANK TEES SHALL BE SOIL EVALUATION, AS INDICATED ON THE ATTACHED SOIL EVALUATION FORM, DESIGN DATA ACCESSIBLE WITHIN 6" OF FINISH GRADE, WITH ANY REMAINING ARE A UR AND IN ACCO ANCE WITH 310 CMR 15.100 .THROUGH 15.107..` ACCESS PORTS BROUGHT TO WITHIN.12" OF FINISH GRADE. 3. ALL COMPONENTS OF-THE SANITARY SYSTEM SHALL BE NUMBER F BEDROOMS _ 4 CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE 0, ., GARBAGE DISPOSAL............. . N0 .. UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEN THEY BR E G. MURPHY, C TIFIED SOIL EVALUATOR a� MUST WITHSTAND H-20 LOADING. TOTAL ESTIMATED FLOW 4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION (110 GAL./BR./DAY X 4 BR.) __44_0___ OF ALL UTILITIES PRIOR TO ANY EXCAVATION.• TEST PIT RESULTS: 440GPD X 200% = 880 GAL 5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE OR WITHIN 6" OF. GRADE SHALL BE MORTARED IN PLACE. SOIL TEST DATE: JUNE 12, 2008 USE 1500 GAL. SEPTIC TANK 6. FINISH GRADE SHALL HAVE A MINIMUM OF 2%'GRADE _OVER THE S.A.S. AND DISTRIBUTION BOX. B.O.H. AGENT: DONALD DESMARAIS, R.S. INSTALL: 3-500 GAL. DRY WELLS (W/4, CRUSHED STONE 7. SEPTIC TANK SANITARY TEES SHALL BE CONSTRUCTED OF ON. THE SIDES, 4' ON THE ENDS) AND BACKFILL SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE SOIL EVALUATOR: BRUCE G: MURPHY, R.S. THE FLOW-LINE AND .SHALL BE ON THE CENTERLINE AND BACKHOE: JOHN CONDON' - A .. WITH.- CLEAN SAND FILL.. PER .310 CMR 15.255 LOCATED DIRECTLY UNDER THE CLEANOUT MANHOLES. 8. THE INLET PIPE INVERT ELEVATION SHALL BE. NO LESS THAN i, SOIL 'CLASSIFICATION............ 2 INCHES NOR MORE THAN 3 INCHES ABOVE T THE INVERT I H#q I EL.= 39.5. PERC @ 42 <2MPI. DESIGN PERCOLATION RATE..... <2w1IN IN: ELEVATION OF THE OUTLET PIPE. 9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER of 9 INCHES. ELEV. DEPTH (IN.) HORIZON TEXTURE COLOR MOTTLING OTHER EFFLUENT LOADING RATE.... . _= 10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A,GAS 38.84 0-8" A SANDY LOAM 10YR5/2 REQUIRED .LEACHING CAPACITY.....440 GAL/DAY BAFFLE, 4 INCHES IN DIAMETER AND CONTRUCTED OF 4' PVC. LEACHING CAPACITY PROVIDED..... GAL/DAY 45S'S 11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND 36.5 8-36" - B LOAMY SAND 10YR5 6 FIRST TWO FEET OUT OF THE DISTRIBUTION BOX SHALL �� SIDEWALL: (12.83' + 33.5')x2x(2 SIDES)( 7.4)= 137 GAL/DAY BE LEVEL. 29.5 36-120 Cl MED. SAND 10YR7 4 PERC 12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION BOTTOM: (12.83' X 33.5')(.74)= 318 GAL/DAY TO MACDOUGALL SURVEY FOR B.O.H. AND DESIGN ENGINEERS REVIEW NO GROUNDWATER ENCOUNTERED TOTAL= 455 GAL/DAY AND APPROVAL. , 13. NO POTABLE WELL WITHIN 150' of PROPOSED SEPTIC SYSTEM 455' GPD PROVIDED 440 GPD REQUIRED = 15 GPD RESERVE 14. NOTIFY MACDOUGALL SURVEY 24 HOURS PRIOR TO SEPTIC INSPECTION TH#2 EL.-- 39.5 CONSTRUCTION NOTES: ELEV. DEPTH (IN.) HORIZON TEXTURE 'COLOR MOTTLING OTHER .84 0-8" A � SANDY LOAM 10YR5 2 SEPTIC SYSTEM DETAIL PAGE 38 1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES, ELEVATIONS, / SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO COMMENCING 36.5 8-36" B LOAMY SAND 10YR5 6 #6 2 0 S A N TU I T ROAD WORK ON THE SITE. „ 36-120 ClMED 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE ; '' 29.5 . SAND 10YR7 4 C O TU I I ,. MA. WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT JUNE 16, 2009 IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 3. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A COMPARABLE MEANS. NO GROUNDWATER ENCOUNTERED - . 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Beam Pocket 2-9.5•LVL Beam Existing ——— ------- ` to Existing Opening to Basement Existing Full —— 172-9.5•LVLBeam _ 0 C �Np Basement Are Opening to Basement ExistingCz tQCO ————— ---------- Co LIVING AREA { 1897 s ft --- --------------- —————————————-- 5-01 17'.10• ON New Existing 0p I,ll' Foundation Plan z b � A L[L - - !I{jIIjiiiiI! Zt _ I ' i 24'-0" 27.8" - - 12'0------------ 12'-0" 18_g•. U C O c pp C O. - cn U N O � CMScu cp C) VP-1 r.-q -C C4) JNLO CL (6 5 10 N Cc cocO GARAGE o - - il 356sQfl I ' .. C V 'c 0 ~ .I � cc m —.------ I CU O r— V CC) J q O a .� O o o � x rn Lr, - - 3•IN b co DECK - _ J ° MAS ER BDRM g325.s9k io - - Remove Existing W a I 5IV, ft Exzpanded Area FAMILY - -�' - • - . 4p spfl r _ 755 s9R ° BATH I I ,d (O 90 sq ft _ _ . M co o 110 . = as o zo - BEDROOM �n - ft M +U) .. - PORCH `N - - 236 s4 ft c CLOSET - . Move windows ie 'rt "' . I I g_�. I 1'-11" 0-1 1 3,_3" 3,-3" 3,�"' '-11" I. 3'-10" 6'3" 4'+11" 91-6" T-6" 5'-9"—. 12'-1" 13'-8" . . O _ A LIVING AREA New Addition Existing House o 3 - I rn 41'-0" c o ti .-. 2,_0,. 17 8'-2" 11'-4" 2'-0" a) o 3'-4" qq- T-2" 5'-1.1" 2'-3 5'-8" T-2" 2'-6'' a). _ M 00 _� cv c0 O C a CU.— O X cu m C V m � UC6 c6 J co CO) N _ 9 C�' ' (u co co O N r U') cu - J BEDROO1,jj �• BEDROOM 1 o'-s"x 1 a'-0• 19'-0"x 16'-7" Cl) 4'-9" - co i Lci I - io bo c (V bo Attic Area I U 'ATTIC �. ''d Lo ATTIC 4'-6"x 8'-2" ATTIC ^ cd M _ 1 19'-0"x 6'-5" 12'-10"x 6'-8" •O N O - Cn ATTIC w O 22'-4"x 4'-6. 'v LIVING AREA 689 sq ft i 23'-0" 4'-6" 13'76" O I 41'-0" N. •. - 0 Proposed 2nd Floor Existing 2nd I z ,io U I i f j f. 511-71/4• 24'-0• - 27'-7 114• C) �. O Dp O N U a) a) 10.,' p c CID _J N LID Q.•- O I . % GARAGE I I cx Y~ Q ,� V O % US 23'-4'.x 14'.3' I I �. < I I-- O C _ CU .:O O I I 5 O U O --------I m M O �' cu D U N _ J o - - �• (U I -0 m ^E^'' 03 cu N x a.1 a .1a DH &' J 6'- 1• - co JoaDDH eaee m .DINING .. . - - KITCHEN -13'4•x 16'-5•. gBEDROOM R 1ro•x1o•-1r •m .FAMILY m i o � . Lo i p Cj LIVING.- ^' 17'-8•x 10'-7. �rA-! • PORCH �.ti - - - x 13'-1'x 1T-3• - � O � - i 10. - BEDROOM N O f 3000 a DH - 9WODH - , MVI - o - m„ - - A .. 3aiDDH .RCDDH .. baODH JOCODH ]MODH 15 46'$• • O� Existing Conditions LIV18� EA a z � b i • I 33'-0" U rn 0 '-3 1/4" 9'-2 1/2" 81_2" 11,-2,, 2'-2 1/4" � m.E 0 C 0 � d Cj) 3040DH 3040DH 3040DH 3040DH 3040DH C C CC Co U -- CUCOC) (D -0 A. J04U Q•� (BOO X C Q 422 V O j _ C I` � O N a. d) O i M tCD V CU N N 00 - Cu oD E 668 C6 Cm LO O :a) (6 J BEDROOM* �n N 10'-9"x 14'-0 BEDROOM v _ '-0" 11'-0"x.16'-7" Co 'T-11 1/2" 4'-8 7/8" 2668 CD �t N 2468 ZN N I 00 4768 1 u 2668 . ., 2668' r. Cd Co i N O O \%C I CV b O ATTIC .+� ATTIC rd CD 11'-0"x 6'-5" 12'-10"x 6'-7" � C) o 11 -5 3/4" 3'-3 5/8" 4'-10 3/8" 13'-4 1/4" 33'-0" LIVING AREA N 617 sq ft .o Existing Second Floor 0 d a' Cz ,; f Az � � I. - i 1, 0 -------- -- 0) 00 U--------- --- — N II:--------------- ---.-- 1 a) 0 I I IC, C LO V — I I I 1 C J co IU CL . Existing i m O X �cccl m 1 I I I D I I � GARAGE I I • -0 N ti 0 _C 1 350saft V (O .. m Cr) U ob � Ca I (B —I .I i — — — — ---- rnCU U-) 1' I - fD ev,E as, e t r a N I IIIII —III 11II 11IIII II UP— — ----------------- t ocL ea Existing'Sill Seal P.T.Sill --—————— ——---—————————=————— -- -- I I �j— ----------I 'I�IIiII ible 9 1/2"LVL Girts Existing 0 Floor Joists to opening to'T and G Advantec Sheathing Basement slued and Screwed Existing Full 0 Blocking ------ ------- . r , ' - - I — wI— I --- _—— IIIII III I I IIIII III II I a Po ket — Ct Co 9.5 LV Be m - OQ O — / '•UCV 7C }, O P.T.Deck Framing � B se ant re ;omposite Wall Spacers Opening to Basement Existing � x 6 Lag-Screw Attachment bio OCV O Mahogany Decking --------------------I LIVING AREA —————————— ——— ,ae7�ft �-------- --- I 8-0" W-0" {g•$" 54'-s• "CCN0 mz �I Ii I i li I