Additional_Info_Sent_To_DENR_20150911

Strickland, Bev
From:
Anna Reusche < areusche @anglerenvironmental.com>
Sent:
Monday, September 28, 2015 11:16 AM
To:
Strickland, Bev
Subject:
RE: DWR150813 - Honeycutt Landing
Attachments:
Additional_Info_Sent_To_DEN R_9- 11- 15.pdf
FIMMMIWJ
Hope you are doing well this morning. Here is the information we sent in via USPS on Friday, 9/11/15. It should have
arrived Monday, 9/14/15. Can you please clarify the date it was received? Can you tell me where we are at in the review
process?
Uffin
Anna Reusche, PWS
u liir� a iraa::u gall Il: iron em q IIManager
Angler Environmental
613 Poole Drive
Garner, North Carolina 27529
P 1919.615.0301 C 1919.816.7745
ANUER
t.v..
From: Strickland, Bev [mailto :bev.strickland @ncdenr.gov]
Sent: Monday, September 28, 2015 11:00 AM
To: Anna Reusche < areusche @anglerenvironmental.com>
Subject: DWR150813 - Honeycutt Landing
Ms. Reusche,
Could you please email me the additional information submitted on 09/21/2015 for the above project?
Thanks
Bev
Jc3we4 I sffa"
Beveimlly mStimlicki aim d, Laseimfliche Adimn Ummktimmatoir
NCDEQ- Division of Water Resources
Physical: Suite 1219, 512 N Salisbury, NC
Mailing: Mail Service Center 1617, Raleigh, NC 27699 -1617
Phone# 919 - 707 -8789
Email Address: Bev.Strickland(@ncdenr.gnv
1

�. ALALAANGtER
rmb.--w ENVIRONMENTAL
September 11, 2015
Jennifer Burdette
NC DWQ, WBSCP Unit
512 North Salisbury Street
Raleigh, NC 27604
Re: (DWR #15 -0813) Honeycutt Landing Phase II: Preconstruction Notification
Application: Responses to Request for Additional Information
Dear Ms. Burdette:
Angler Environmental is pleased to present the following information in response to the Request
for Additional Information (dated August 28, 2015). Additional information has been addressed
within the attached application including:
The impervious surface of the project should include proposed houses, driveways, and
sidewalks in addition to the road network. The application states that the percent
imperviousness is 12.66 %, and that does not appear to reflect the total project area and all
proposed impervious surfaces. Water Quality Certification #3890 requires a stormwater
management plan if the overall imperviousness of the project is greater than 24% (high
density). [15A NCAC 02H .0506(b)(5) and (c)(5)]
Sheet C2.0 has a site data table for Phase 2 on the left. For Phase 2, the impervious area in lots is
3900 sf per lot * 33 lots = 128,700 sf. The roadway has 62,493 sf of impervious, giving a total of
4.39 acres of impervious. 4.39 acres impervious from a total Phase 2 site area of 34.27 acres is
12.81 %. This has been revised since the previous submittal showing 12.66 %.
2. If the overall percent imperviousness of the project is less than 24% (low density), then a
diffuse flow plan is necessary. The application states that "No man -made ditches or
conveyances will be constructed ", that that seems unlikely if all the impervious surfaces of
the project are taken into consideration. [15A NCAC 02H .0506(b)(5) and (c)(5)]
Attached are the revised construction drawings that show the diffuse flow plan incorporated on
sheet C3.0. Also attached is the spreadsheet calculations that size the scour holes used for diffuse
flow. The statement regarding "No man -made ditches or conveyances will be constructed" has
been revised to reflect the diffuse flow plan.
3. The site plan needs to depict topographic contours for the entire project, not just the road
system. The stream is currently depicted as a line, but it should be shown as having
dimension with the buffers measured from each stream bank. In addition, the site plan
should be dated and stamped by a professional engineer. An "existing conditions" plan
sheet should accompany the site plan. [15A NCAC 02H .0506(b)(5) and (c)(5)]
613 Poole Road, Garner NC 27529 1 P: 919 - 615 -0301 1 AnglerEnvironmental.com

PRE - CONSTRUCTION NOTIFICATION PACKAGE
REVISED

OF WATES
a� q� Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre - Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the Corps:
1b. Specify Nationwide Permit (NWP) number: 29
1c. Has the NWP or GP number been verified by the Corps?
❑X Section 404 Permit ❑ Section 10 Permit
or General Permit (GP) number: 3890
❑X Yes ❑ No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑X Riparian Buffer Authorization
1 e. Is this notification solely for the record For the record only for DWQ
because written approval is not required? 401 Certification:
❑ Yes ❑X No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
2. Project Information
2a.
Name of project:
Honeycutt Landing Site
2b.
County:
Wake
2c.
Nearest municipality / town:
Willow Springs
2d.
Subdivision name:
Honeycutt Landing
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Holland Road, Inc
3b.
Deed Book and Page No.
Deed Book 013002 Page No. 00059
3c.
Responsible Party (for LLC if
Douglas Ball
applicable):
3d.
Street address:
1401 Aversboro Road
3e.
City, state, zip:
Garner, NC, 27529
3f.
Telephone no.:
919 - 779 -5997
3g.
Fax no.:
3h.
Email address:
douglas @ballrentals.com
For the record only for Corps Permit:
❑ Yes ❑X No
X❑ Yes ❑ No
❑ Yes ❑X No
❑ Yes ❑X No
Page 1 of 10
PCN Form — Version 1.4 January 2009

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑X Agent ❑ Other, specify:
4b.
Name:
4c.
Business name
(if applicable):
4d.
Street address:
4e.
City, state, zip:
4f.
Telephone no.:
4g.
Fax no.:
4h.
Email address:
5.
Agent /Consultant Information (if applicable)
5a.
Name:
Anna Reusche, PWS
5b.
Business name
Angler Environmental
(if applicable):
5c.
Street address:
613 Poole Drive
5d.
City, state, zip:
Garner, NC 27529
5e.
Telephone no.:
919 - 615 -0301
5f.
Fax no.:
5g.
Email address:
areusche @anglerenvironmental.com
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 0685875171
1 b. Site coordinates (in decimal degrees): I Latitude: 35.5522 Longitude: 78.7024
1 c. Property size: acres
2. Surface Waters
2a. Name of nearest body of water to proposed project: Little Black Creek
2b. Water Quality Classification of nearest receiving water: C, NSW
2c. River basin: Neuse
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The subject property is currently comprised of both forested and agricultural lands. Areas surrounding the subject property include Phase I of the
Honeycutt Landing subdivision to the east. All other areas surrounding the site are primarily forested or agricultural in nature.
3b. List the total estimated acreage of all existing wetlands on the property: 4.5
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 3062
3d. Explain the purpose of the proposed project:
The project consists of extending Black Spruce Way, a NCDOT roadway, for the development of Phase II of a planned residential subdivision.
3e. Describe the overall project in detail, including the type of equipment to be used:
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the ❑X Yes ❑ No ❑ Unknown
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past? Comments:
4b. If the Corps made the jurisdictional determination, what type ❑X Preliminary ❑ Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency /Consultant Company: Angler Environmental
Name (if known): Other: Anna Reusche, PWS
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
David Schaeffer performed a site review on May 19th. James Graham performed a stream determination on March 31, 2015.
5. Project History
5a. Have permits or certifications been requested or obtained for ❑ Yes ❑X No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? I ❑X Yes ❑ No
6b. If yes, explain.
Phase I of the project has already been completed. No impacts to Waters of the U.S. occurred from Phase I.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑X Wetlands ❑X Streams — tributaries ❑X Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
Wetland impact
Type of impact
Type of wetland
Forested
Type of jurisdiction
number
intermittent (INT)? jurisdiction
stream
Corps (404,10) or
Permanent (P) or
width
DWQ (401, other)
Temporary (T)
(feet)
feet)
W1 P
Fill
Bottomland Hardwood Forest
Yes
Corps
W2
Choose one
Choose one
Yes /No
-
W3
Choose one
Choose one
Yes /No
W4 -
Choose one
Choose one
Yes /No
W5 -
Choose one
Choose one
Yes /No
W6 -
Choose one
Choose one
Yes /No
2f.
Area of
impact
(acres)
0.15
2g. Total Wetland Impacts: 0.15
2h. Comments:
W1 impacts will result from fill needed for the 20 foot wide roadway and land clearing for the required 50 foot right of way. In addition, W! impacts
include the clearing and fill needed for a dissipater pad at the pipe outlet.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c. 3d. 3e.
3f.
3g.
Stream impact
Type of impact
Stream name Perennial (PER) or Type of
Average
Impact
number
intermittent (INT)? jurisdiction
stream
length
Permanent (P) or
width
(linear
Temporary (T)
(feet)
feet)
S1 P
Culvert
UT to Black Creek PER DWQ
3
80.48
S2
Choose one
S3
Choose one
S4 -
Choose one
S5
Choose one
-
S6
Choose one
3h. Total stream and tributary impacts 80.48
3i. Comments:
S1 impacts will result from the installation of a 48" reinforced concrete pipe, headwalls, and dissipater pad under the proposed roadway.
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b.
4c.
4d. 4e.
Open water Name of waterbody
impact number (if applicable)
Type of impact
Waterbody Area of impact (acres)
Permanent (P) or
type
Temporary (T)
01
Choose one
Choose
02
Choose one
Choose
03
Choose one
Choose
O4 -
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Pond ID number Proposed use or Wetland Impacts (acres) Stream Impacts (feet) Upland
purpose of pond (acres)
Flooded Filled Excavated Flooded Filled Excavated
P1 Choose one
P2 Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required? ❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin? X❑ Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b. 6c. 6d. 6e. 6f. 6g.
Buffer Impact Reason for impact Stream name Buffer Zone 1 Zone 2
number - mitigation impact impact
Permanent (P) or required? (square (square
Temporary (T)
B1 P Clearing and Fill
B2
B3
B4 -
B5
B6 -
feet)
LIT to Little Black Creek No 3624.6
Yes /No
Yes /No
Yes /No
Yes /No
Yes /No
6h. Total Buffer Impacts:
6i. Comments: All impacts to buffers result from the proposed road crossing and are limited to that location.
Page 5 of 10
3624.6
feet)
1117.6
1117.6

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The proposed roadway crossing is located at the most narrow point of the wetland within the vicinity of the existing roadway stub and crosses the
wetland, stream, and riparian buffers at a 90 degree perpendicular angle. The 48" reinforced concrete pipe was designed not to exceed the minimum
length needed to complete to roadway.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Contractors will minimize impacts to adjacent areas by utilizing silt fencing along the construction corridor. In addition, tree protection fencing will be
utilized throughout the project.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ❑ Yes ❑ No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑x Corps
❑x Mitigation bank
2c. If yes, which mitigation option will be used for this
El Payment to in -lieu fee program
project?
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: Restoration Systems, Pancho Bank
Type: Riparian wetland Quantity: 0.30
3b. Credits Purchased (attach receipt and letter) Type: Choose one Quantity:
Type: Choose one Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑X Yes
4b.
Stream mitigation requested:
linear feet
4c.
If using stream mitigation, stream temperature:
Choose one
4d.
Buffer mitigation requested (DWQ only):
square feet
4e.
Riparian wetland mitigation requested:
0.30 acres
4f.
Non - riparian wetland mitigation requested:
acres
4g.
Coastal (tidal) wetland mitigation requested:
acres
4h.
Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires ❑ Yes ❑X No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1
3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Attached are the revised construction drawings that show the diffuse flow plan incorporated on sheet
C3.0. Also attached is the spreadsheet calculations that size the scour holes used for diffuse flow.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
❑X Yes ❑ No
❑X Yes ❑ No
12.81 %
2b. Does this project require a Stormwater Management Plan? ❑ Yes ❑X No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
No stormwater management plan is required. The preliminary plan was submitted and approved prior to the stormwater management requirements.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
3b. Which of the following locally - implemented stormwater management programs
apply (check all that apply):
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?
4. DWQ Stormwater Program Review
4a. Which of the following state - implemented stormwater management programs apply
(check all that apply):
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
5b. Have all of the 401 Unit submittal requirements been met?
Wake County
❑ Phase II
❑X NSW
❑ USMP
❑ Water Supply Watershed
❑ Other:
❑ Yes X❑ No
❑Coastal counties
❑ HQW
❑ORW
F-1 Session Law 2006 -246
❑ Other:
❑ Yes 0 No
❑ Yes ❑X No
❑X Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal /state /local) funds or the ❑ Yes ❑X No
use of public (federal /state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ❑ Yes ❑X No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ❑ Yes ❑X No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑Yes ❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after - the -fact permit application? F1 Yes ❑X No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in El Yes ❑X No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non- discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Septic layouts /permits have not been completed /obtained for each lot as of yet. The water will be served from an existing community well in a
previously constructed phase.
Page 9 of 10
PCN Form — Version 1.4 January 2009

SITE PLAN / IMPACT MAPS
REVISED

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SITE INFORMATION:
- MAXIMUM IMPERVIOUS AREA SQUARE FOOTAGE ON EACH
INDIVIDUAL LOT WILL BE STRINGENTLY ENFORCED WITH NO \
EXCEPTIONS INTO PERPETUITY. IMPERVIOUS SURFACE IS
LIMITED TO 3,900 S.F. PER LOT AND ARE LABELED ON \ /
PLANS AS FOLLOWS: 3,900 SF
LEGEND \
TYNDALL, 0 BRYANT & JUDITH G TYNDALL, BRYANT &JUDITH G
\ \ PIN: 0k85 -88 -0421
PIN: 0685-78-5357 \/
OPEN SPACE USE:VACANT \ USE:VACANT /
\N G: R -30 TYNDALL, 0 BRYANT & JUDITH G ZONIN R -30
F-I PIN: 0685 -78 -8430 /
30" SUITABLE SOILS USE:VACANT
ZONING: R -30 \ \
® 24 " -29" SUITABLE SOILS \
255.2' Sig °34;2„ l
® FLOOD HAZARD SOILS � \25 TRR 07'E c '
\\ ` \ ,p
co 135 N ZONE 1, ,
NEUSE RIPARIAN BUFFER /° 22,989 S.F.
3, 900 SF
/Oj 6 4 2" BLOW OFF DAVID P LIPSCOMB, SR & FAYE R LIPSCOMB
+ �
+ + WETLANDS DORSEY FISH, HERBERT FISH III, & NANCY 136 00 .0 END OF PIN: 0685 -99 -1864
+ ROWLAND 29,354 S.F. 34 p ASPHALT USE: AGRICULTURAL ZONING: HC
PIN: 0685 -77 -1715 3,900 SF '
^` USE: AGRICULTURAL 47,0 32,056 S. 110, p
0`v MUST p ZONING: R -30 2" BLOW OFF 3,900 SF
ASSEMBLY MIN FFE _ \ 100.
328.1 23 ,93
00 SF F�� 132 pp• TURNAROUND
J\ MIN FFE = 19,259 S.F. c�; 131 6 X 4" ��TREE 1�
�� o �� 1p8 328.1 3,900 SF �� REDUCER 0' ROTEC
U O '\_ 21,121 S.F. 10 TIQ/V
3,900 SF 130 p ONE 10/. 0
J W = - 6 "X4" REDUC p VV /
Q o D M 137 2�. _ 1pp p c 21,251 S.F. 129 �\ 120• ,
C) - 27,513 S.F. \ co 3,900 SF / /\
3,900 SF 85.0 6" X 6" 1 9,510 S.F. / 128 / 3
+ 9 , CROSSING 3,900 SF .
19,579 S.F
OPEN SPACE Op _\ 3,900 SF / 19,652 S.F
/w
BEFORE YOU DIG! AREA C ++ 5• p 3,900 SF a) 126
104,404 S.F. 1 p0. p �/ 3/4 " WATE -21,051 S. F w
CONTACT ONE -CALL CENTER 2.40 AC + + + + + + + METER (TY 3,900 SF
1- 800 -632 -4949 + + + + 21
,013 38 S. F. / 139 5• 1 pp. p s2 1
+ + 9 32,8
+ + 3, 900 SF / � Op
SITE DATA - PHASE 2 + + o,000 S.F / 390
+ + + 3, 900 SF � 140 8
�
TOTAL AREA 55.19 AC ++ 21,867 S.F. ' �\
PHASE 2 AREA 34.27 AC + ++ + 6 3,900 SF C 172 '
ZONING R -30 32� p 21,865 S.F.
EXISTING USE SINGLE FAMILY /VACANT + O•
+ + �t- ��� � 3,900 SF 173
PROPOSED USE SINGLE FAMILY + !4� 0,000 S.F
TOTAL LOTS ALLOWED (® 1.45 MAX DU /AC) 50 LOTS + \163 1 3,900 SF / 174
TOTAL LOTS PROPOSED 33 LOTS 0,000 S.F 175
9 3,900 SF 23,079 S.F/;
MIN. LOT SIZE 19,259 S.F. 142 1,
AVERAGE LOT SIZE 25,123 S.F. 01 S.F. co is 3,900 SF
MINIMUM LOT WIDTH 37.5 FT. (CULDESAC) J ' 3,900 SF - C4 21,7941 S.F.
176
IMPERVIOUS PER LOT - 3,900 S.F. MIN FFE - 3,900 SF Op 24,2 F.
PROPOSED IMPERVIOUS 191,193 SF - 4.39 AC (12.81 %) / END OF D I � 171 � ,1` / 3 SF �
sP LOCK Ln 24,913 S.F.
LINEAR STREET FOOTAGE 2,619 L.F. -, X14.9 I 6" X 6" 3,900 SF
PIN NUMBERS 0685 -87 -5171 / 84. TEE��'_
A�
PHASE 2 OPEN SPACE 20 6' 6"X4" 170
23,768 S.F�;
OPEN SPACE REQUIRED (10 %) / REDUCER 3,900 SF * +
3.43 AC � 162 � � �� // ,,, ��J""" 1� � .- +
( ) TI AL
OPEN SPACE PROVIDED 12.23 AC 35.69 % \ ++ ++
/ 21,721 S.F. 3 4,0 31 S.F ALT AT + + +
OPEN SPACE AREA "A" 2.57 AC (7.50 %) TEMPORARY 3,900 SF 3,900 SF
OPEN SPACE AREA "B" 7.26 AC (21.18 %) WE SI
OPEN SPACE AREA "C" 2.40 AC (7.00 %) / O \ / 168 + + + + +
TOTAL 12.23 AC (35.69 %) 34,398 S.F. + +
2" BLOW OFF 3,900 SF
+ 163 \� ASSEMBLY + + + + +
LOT SETBACKS I + + + 20,548 S.F.
FRONT 15' 3,900 SF ` r X00 lj +
SIDE 5' / FUTURE + \ _ o + - +'+
CORNER SIDE 15' PHASE 3 '�" ' \/ h• +
REAR 15 932,513.73 S.F. / + ++ +
PERIMETER 30' / 21.41 AC 164 .5 3-. 167 ++ + ++ +
SITE INFORMATION: o / U N 2434900 SF \ F.
3, 900 SF + + +
1. AREAS SITED AS OPEN SPACE WOODED ARE TO REMAIN
WOODED AS SPECIFIED IN WAKE COUNTY STORMWATER
+ +
� DESIGN MANUAL 3-1-2 (B)(1)•
E O
J \ /
\� �/ + 165 �' \\
I- + 29'a,9oosF.F.a, 16 +
c \ \ in a 44,288
cn \ N 3,900 SF
+ !
sc K + + +' +
�4ts OPEN SPACE +
o _
fi \ AREA B
316,354 SIF +
�\ +
WAYNE GRIFFIS & LEWIS I GRIFFL I 7.26 ACR
PIN: 0685 -76 -6264 I \
USE:VACANT
0 ZONING: R -30
o NATHAN PAGE, JR.
o I PIN: 0685 -76 -9722
USE:VACANT I DONALD & DIANE PAGE - \
° PIN: 0685 -86 -0693
3 ZONING: R -30 �E
v I I I USE: MOBILE HOME /
ZONING: R -30
„ I I
o I / DONALD PAGE & JOSEPH PAGE
U PIN: 0685 -86 -3078
R'
°QV\ p 00000004G
C AIk® °
SITE DATA - ALL PHASES ©N' q•��'sss
TOTAL SITE AREA 158.83 AC :4
Jz' S E AL TOTAL APPROVED IMPERVIOUS 23.82 AC +
PHASE 1 AREA 59.59 AC 034374
PHASE 2 AREA 34.27 AC
RESIDUAL AREA 66.97 AC
o •. I� .•tio
IMPERVIOUS AREA - PHASE 1 0 °oo�Q'O•••�•���G oo °o
IMPERVIOUS AREA IN LOTS 252,955 SF ��0 I'' 0
�
IMPERVIOUS AREA IN ROADWAY 119,453 SF Op
IMPERVIOUS AREA IN WELL LOT AND ACCESS ROAD 19,644 SF
IMPERVIOUS AREA IN ACTIVE RECREATION AREA 10,680 SF � /2 57 !'S
TOTAL IMPERVIOUS AREA - PHASE 1 9.25 AC
PROPOSED IMPERVIOUS AREA - PHASE 2
00
IMPERVIOUS AREA IN LOTS 128,700 SF 0 E
IMPERVIOUS AREA IN ROADWAY 62,493 SF Z 0
TOTAL IMPERVIOUS AREA - PHASE 2 4.39 AC
C c
RESIDUAL IMPERVIOUS AREA 10.19 AC N E
w U
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2.57 AC E + + o! 08125115
+ 22 +� + +i O
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+ +
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+ ++ + + + +
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+• •
+ CHECKED BY
+ 23 • K. ROBERTS
+ + +
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+ / 18 • PER PLAN
+ TEMPORARY
2" BLOW OFF \- AI X S •
+ + + EA ME
ASSEMBLY TO
BE REMOVED \� MAILBOX EASEMENT ;
2,500 S.F IMPERVIOU3 _
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1. BOUNDARY & TOPOGRAPHIC INFORMATION FROM STANCIL & ASSOCIATES, PROFESSIONAL o 0 LU LAND SURVEYORS.
31 42 2. DETAILED SOIL EVALUATIONS PROVIDED BY CENTRAL CAROLINA SOIL CONSULTING, PLLC. Q Q a o
3. EACH LOT WILL BE SERVED BY A COMMUNITY WELL SYSTEM. z J z i--i E
/ 4. EACH LOT WILL BE SERVED BY AN INDIVIDUAL SEPTIC SYSTEM. (n a L
5. DUE TO SOIL VARIABILITY, THERE MAY BE AREAS OF SOILS 24 -29 INCHES TO PROHIBITIVE O OU a
- SOIL CHARACTERISTICS THAT CAN ONLY SUPPORT LPP OR ULTRA - SHALLOW CONVENTIONAL SEPTIC ° Lu SYSTEMS. THE LOTS PLANNED IN THIS AREA WILL NEED A MINIMUM OF 25,000 S.F. o
of 0
32 ' 6. WAKE COUNTY FLOOD HAZARD AND EROSION CONTROL REGULATIONS WILL BE COMPLIED Q Q
41 { WITH. U Z o
7. THE HOMEOWNERS ASSOCIATION WILL BE RESPONSIBLE FOR MAINTENANCE OF OPEN SPACE. = r l 6
u
8. OPEN SPACE SHALL BE DEDICATED FOR PROVISION OF ACTIVE AND /OR PASSIVE OUTDOOR
RECREATION OPPORTUNITIES FOR THE SUBDIVISION'S RESIDENTS AND THEIR GUESTS. THE OPEN 0C o
SPACE SHOULD BE LEFT IN A NATURAL VEGETATED STATE. O ,,c
33 N 9, UNDEVELOPED OPEN SPACE SHALL REMAIN UNDISTURBED. z ; °-
10. BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED WITH " * ", THE BUILDER MAY z o
NEED TO OBTAIN A FLOOD HAZARD PERMIT FROM WAKE COUNTY ENVIRONMENTAL SERVICES. THE °
BUILDER'S ENGINEER, ARCHITECT, AND /OR SURVEYOR (AS APPROPRIATE) MUST CERTIFY THAT ALL O �, °
FLOOD HAZARD REQUIREMENTS ARE MET. THERE SHALL BE NO FILLING OR ERECTION OF ° o
o
40 PERMANENT STRUCTURES IN THE AREAS OF WAKE COUNTY FLOOD HAZARD SOILS OR FEDERAL = 0
EMERGENCY MANAGEMENT AGENCY (FEMA) 100 YEAR FLOOD ZONES UNTIL A FLOOD STUDY IS
APPROVED BY WAKE COUNTY AND /OR FEMA. '
34 a 11. THIS SITE IS NOT LOCATED IN A FEMA FLOOD ZONE PER FEMA MAP #3720068400K o 0
{ 12. STREET NAMES MUST BE APPROVED BY GIS PRIOR TO FINAL PLAT. °
13. THE DEVELOPER OF THE ADJACENT PROPERTY MAKING A ROAD CONNECTION TO THE
EXISTING STUB ROAD IS RESPONSIBLE FOR THE REMOVAL OF THE TURNAROUND AND FOR THE E a;
I RESTORATION OF THE AREA AT THE TIME THAT THE ROAD CONNECTION IS MADE. o cn
14. THE ROAD SYSTEM SHOWN ON THIS PLAT INCLUDES ONE OR MORE STUB ROADS THAT ARE
i INTENDED TO BE CONNECTED TO THE ADJACENT PROPERTY AT SUCH TIME THAT THE PROPERTY IS
DEVELOPED. THE INTERCONNECTION OF NEIGHBORHOODS WITH A ROAD NETWORK ENSURES THE °
EFFICIENT FLOW AND DISPERSAL OF TRAFFIC AND PROVIDES FOR ADDITIONAL POINTS OF INGRESS N o
AND EGRESS FOR EMERGENCY VEHICLES. Ink No. °
15. NO C.O. WILL BE ISSUED UNTIL THE WATER AND /OR SEWER SYSTEM IS OPERATIONAL AND c s
CERTIIFIED BY AN ENGINEER. 36851 N
16. THERE ARE NO PROTECTED TREES LOCATED WHERE BLACK SPRUCE WAY AND BIG SUNDROP v n
LANE INTERSECT THE TREE AND VEGATATION PROTECTION ZONE. SHEET NO. a
35 62.0 _c c
USE: VACANT
'n
00
ZONING: R -30
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Right -of -Way
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B' 20' -
8'
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Shoulder
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°
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1 „ per Ft. 1/4" Per Ft.
1 "Per Ft.
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c s'o e _
2;1
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" • SUBJECT TO STANDARDS OUTLINED ON
U PACE 23 OF TBE NC SUBDIVISION ROADS
? MINIMUM CONSMUC77ON STANDARDS
G < < {
c a a /
AND ENGDVEERED FIELD 90779 TESTS
a a
0
RESIDENTIAL COLLECTOR
I
ROAD
L0 NOT TO SCALE
'*2" SF -9.5 A Superpave Asphalt Mix
9" STBC, 7gpe A or C
j
2" SF -9.5 A Superpave Asphalt Mix
N
B" ABC, 7gpe B
O
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°QV\ p 00000004G
C AIk® °
SITE DATA - ALL PHASES ©N' q•��'sss
TOTAL SITE AREA 158.83 AC :4
Jz' S E AL TOTAL APPROVED IMPERVIOUS 23.82 AC +
PHASE 1 AREA 59.59 AC 034374
PHASE 2 AREA 34.27 AC
RESIDUAL AREA 66.97 AC
o •. I� .•tio
IMPERVIOUS AREA - PHASE 1 0 °oo�Q'O•••�•���G oo °o
IMPERVIOUS AREA IN LOTS 252,955 SF ��0 I'' 0
�
IMPERVIOUS AREA IN ROADWAY 119,453 SF Op
IMPERVIOUS AREA IN WELL LOT AND ACCESS ROAD 19,644 SF
IMPERVIOUS AREA IN ACTIVE RECREATION AREA 10,680 SF � /2 57 !'S
TOTAL IMPERVIOUS AREA - PHASE 1 9.25 AC
PROPOSED IMPERVIOUS AREA - PHASE 2
00
IMPERVIOUS AREA IN LOTS 128,700 SF 0 E
IMPERVIOUS AREA IN ROADWAY 62,493 SF Z 0
TOTAL IMPERVIOUS AREA - PHASE 2 4.39 AC
C c
RESIDUAL IMPERVIOUS AREA 10.19 AC N E
w U
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OPEN SPACE z o 0
AREA A t+ ++ \ T O DATE
112,012 S.F. 21 >
2.57 AC E + + o! 08125115
+ 22 +� + +i O
+ + + + } DRAWN BY
+ + ++ 20
+ + + +
+ S. TERRY /BLM
+ +
+ + DESIGNED BY
+ ++ + + + +
fi • S. TERRY /BLM
+• •
+ CHECKED BY
+ 23 • K. ROBERTS
+ + +
+ + + • SCALE
+ / 18 • PER PLAN
+ TEMPORARY
2" BLOW OFF \- AI X S •
+ + + EA ME
ASSEMBLY TO
BE REMOVED \� MAILBOX EASEMENT ;
2,500 S.F IMPERVIOU3 _
\ _ L
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NOTES: Lu
/ z
1. BOUNDARY & TOPOGRAPHIC INFORMATION FROM STANCIL & ASSOCIATES, PROFESSIONAL o 0 LU LAND SURVEYORS.
31 42 2. DETAILED SOIL EVALUATIONS PROVIDED BY CENTRAL CAROLINA SOIL CONSULTING, PLLC. Q Q a o
3. EACH LOT WILL BE SERVED BY A COMMUNITY WELL SYSTEM. z J z i--i E
/ 4. EACH LOT WILL BE SERVED BY AN INDIVIDUAL SEPTIC SYSTEM. (n a L
5. DUE TO SOIL VARIABILITY, THERE MAY BE AREAS OF SOILS 24 -29 INCHES TO PROHIBITIVE O OU a
- SOIL CHARACTERISTICS THAT CAN ONLY SUPPORT LPP OR ULTRA - SHALLOW CONVENTIONAL SEPTIC ° Lu SYSTEMS. THE LOTS PLANNED IN THIS AREA WILL NEED A MINIMUM OF 25,000 S.F. o
of 0
32 ' 6. WAKE COUNTY FLOOD HAZARD AND EROSION CONTROL REGULATIONS WILL BE COMPLIED Q Q
41 { WITH. U Z o
7. THE HOMEOWNERS ASSOCIATION WILL BE RESPONSIBLE FOR MAINTENANCE OF OPEN SPACE. = r l 6
u
8. OPEN SPACE SHALL BE DEDICATED FOR PROVISION OF ACTIVE AND /OR PASSIVE OUTDOOR
RECREATION OPPORTUNITIES FOR THE SUBDIVISION'S RESIDENTS AND THEIR GUESTS. THE OPEN 0C o
SPACE SHOULD BE LEFT IN A NATURAL VEGETATED STATE. O ,,c
33 N 9, UNDEVELOPED OPEN SPACE SHALL REMAIN UNDISTURBED. z ; °-
10. BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED WITH " * ", THE BUILDER MAY z o
NEED TO OBTAIN A FLOOD HAZARD PERMIT FROM WAKE COUNTY ENVIRONMENTAL SERVICES. THE °
BUILDER'S ENGINEER, ARCHITECT, AND /OR SURVEYOR (AS APPROPRIATE) MUST CERTIFY THAT ALL O �, °
FLOOD HAZARD REQUIREMENTS ARE MET. THERE SHALL BE NO FILLING OR ERECTION OF ° o
o
40 PERMANENT STRUCTURES IN THE AREAS OF WAKE COUNTY FLOOD HAZARD SOILS OR FEDERAL = 0
EMERGENCY MANAGEMENT AGENCY (FEMA) 100 YEAR FLOOD ZONES UNTIL A FLOOD STUDY IS
APPROVED BY WAKE COUNTY AND /OR FEMA. '
34 a 11. THIS SITE IS NOT LOCATED IN A FEMA FLOOD ZONE PER FEMA MAP #3720068400K o 0
{ 12. STREET NAMES MUST BE APPROVED BY GIS PRIOR TO FINAL PLAT. °
13. THE DEVELOPER OF THE ADJACENT PROPERTY MAKING A ROAD CONNECTION TO THE
EXISTING STUB ROAD IS RESPONSIBLE FOR THE REMOVAL OF THE TURNAROUND AND FOR THE E a;
I RESTORATION OF THE AREA AT THE TIME THAT THE ROAD CONNECTION IS MADE. o cn
14. THE ROAD SYSTEM SHOWN ON THIS PLAT INCLUDES ONE OR MORE STUB ROADS THAT ARE
i INTENDED TO BE CONNECTED TO THE ADJACENT PROPERTY AT SUCH TIME THAT THE PROPERTY IS
DEVELOPED. THE INTERCONNECTION OF NEIGHBORHOODS WITH A ROAD NETWORK ENSURES THE °
EFFICIENT FLOW AND DISPERSAL OF TRAFFIC AND PROVIDES FOR ADDITIONAL POINTS OF INGRESS N o
AND EGRESS FOR EMERGENCY VEHICLES. Ink No. °
15. NO C.O. WILL BE ISSUED UNTIL THE WATER AND /OR SEWER SYSTEM IS OPERATIONAL AND c s
CERTIIFIED BY AN ENGINEER. 36851 N
16. THERE ARE NO PROTECTED TREES LOCATED WHERE BLACK SPRUCE WAY AND BIG SUNDROP v n
LANE INTERSECT THE TREE AND VEGATATION PROTECTION ZONE. SHEET NO. a
35 62.0 _c c

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ID Outlet Q10 Pipe Size equivalent (in) Base Width (ft) Rip Rap Side Slope Rip Rap Thickness (ft) Depth (ft) °oo °kv, CA.1% el.,°
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SCOUR HOLE #1 @ Pipe A 5.10 18 4.5 Class B, d50= 8 i nches 2H:1V 1 2 o O •.•HESS j� ,1✓j�o °o
SCOUR HOLE #2 BLACK SPRUCE WAY LEFT SIDE STATION 22 +40 18.75 24 6 Class B d50 = 8 i nches 2H:1V 1 2 �:•4p �9
STORM PIPE TABLE SCOUR HOLE #3 BLACK SPRUCE WAY RIGHT SIDE STATION 22 +70 2.64 18 4.5 Class B, d50 = 8 inches 2H:1V 1 2 ! 4 034374 2
UPSTREAM DOWNSTREAM
SCOUR HOLE #4 BLACK SPRUCE WAY LEFT SIDE STATION 25 +10 9.00 24 6 Class B, d50 = 8 i nches 2H:1V 1 2 LEGEND
•
PIPE # DIA FROM - TO SLOPE LENGTH DESCRIPTION SCOUR HOLE #5 BLACK SPRUCE WAY RIGHT SIDE STATION 25 +00 1.17 18 4.5 Class B, d50= 8 inches 2HAV 1 2 0� Vv' 1 INE�'• o
INVERT INVERT \ I °o � '•� � o°
SCOUR HOLE #6 RED HEMLOCK DRIVE LEFT SIDE STATION 17 +10 2.40 18 4.5 Class B,d50= flinches 2H:1V 1 2 OPEN SPACE °o Qol
CROSSING 1 (PIPE B) 48" - 307.00 306.50 1.14% 44.00 LF 48 inch RCP I SCOUR HOLE #7 RED HEMLOCK DRIVERIGHT SIDE STATION 17 +10 0.61 18 4.5 Class B, d50= 8 inches 2HAV 1 2 / °01110 o ooa
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CROSSING 2 (PIPE C) 30" - 323.00 322.00 1.67% 60.00 LF 30 inch RCP TYNDALL, BRYANT & JUDITH G G`�ON MUST C,, ❑ 30" SUITABLE SOILS
SWALE PIPE A 18" - 312.00 308.00 2.67% 150.00 LF 18" CORRUGATED PLASTIC
PIN: USE: VACANT 1 �� O v� \L I TY p��,�0
\ ZONIN R -30 O��J� o ��0 ® 24"-29" SUITABLE SOILS o E
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9Y P \ SCALE 1 " =80' ° w LU d LU LU z
Outlet @ Q (cfs) Pipe Size Slope Vel (fps) Dissipator D50 + U C1102 N
PIPE A 5.1 18 3.33% 3.4 4.5'x9'x18" 6" "s %5° \ BACKWATER + ++ WETLANDS Q LL - o z w
PIPE B 80.8 48 0.74% 5.3 12'x24'x18" 6" \\, �R�e4z�"�' ¢l� 6,8, EVATION= 327.09 / BEFORE YOU DIG! o so' 160' a U. a O o 0
PIPE C 31.8 30 1.67% 5.2 7.5'x 15'x 18" 6" v rn a � � U
\�P�EC CONTACT ONE -CALL CENTER z , � Z Z z
135 N 1- 800 - 632^4949 X U o o w
\\ �ZONE (a � w v v o
22,989 S.F. \ _ _ ° Y Y z
3, 900 SF l �-- o w w U
/ DAVID P LIPSCOMB, SR & FAYE R LIPSCOMB E� O Q Q LU
\\ = v � w
DORSEY FISH, HERBERT FISH III, & NANCY 136 L PIN: 0685 -99 -1864 F- 00 > LU
TEMPORARY o CO w o- a 0
i USE: AGRICULTURAL ZONING: HC / rY o o LQ
ROWLAND 29,354 S.F. 34 `� CONSTRUCTION
PIN: 0685 -77 -1715 EASEMENT /
USE: AGRICULTURAL 3,900 SF 32,056 S. w w
ZONING: R -30 ��� 3,900 SF 1 - LU LU
\\ MIN FFE _ / !� �
328.1 2, 3 S.F. / 132
M
3,900 SF / 25 S M
MIN FFE = 19,259 S.F rR 1809„ / o
328.1 3,900 SF / 131 `EE rEC T 1 �y9 4 =
21,121 S. F/ i /ON o a
3, 900 SF n
/ / M �-
32, 130
137 ®
211, 251 S.F. / \ ° Ln `n Ln
OUTLETS � ��S w LU
27,513 '15 TECTION �� ; 3,900 SF / 129 / / = Q M N o
3,900 SF 8 19, 510 S.F. U o
_'` / p `/ / Q 000000
@ PIPE C ` ._ ` � '' 3, 900 SF 128 / z
Ros I IF' � 19,579 S.F / 127 / / + ++
OPEN SPACE ASSN ? 330 3,900 SF 19,652 S.F / / + + + + + DATE
AREA C
104,404 S.F. + 60.00 OF T`?�� 3,900 SF / 126 + + + + + + + + � 08/25/15
2.40 AC 30 RCP / �2 ; 21, 051 S.F. + + o
+ + + + + T @ 1.67 /° 9 ��, 3,900 SF / + + + + DRAWN BY
+ + + 138 / / ��� _ 1 / ` S. TERRY /BLM
+ 21, 013 S. F. 139 �a�� �� / / +
+ + + 3,900 SF 20,000 S.F//7 � , s � � � / 33 90 SF S. + � + + + + + DESIGNED BY
+ + 3,900 SF 1��+ , l ! 32 `��w�� SCOUR + \ �\ • S. TERRY /BLM
++ 21,867 S.F. �� �3ti�� HOLE #2 + F + + + \ •
+ +
+ 3,900 SF �" o� + + /a \ • CHECKED BY
+ 1 / 172 �� 32 \. M� OPEN SPACE + +
/21 86 5 S. F. / 3�� �, / AREA A + + + • K. ROBERTS
' / 173 BACKWATER, 112,012 S.F. +
/
3,900 SF / ��� 3�a / +
2.57 AC 21 • SCALE
20,000 S.F �3��, �� ELEVATION= 310.92 +
3,900 SF l 174 / �`� ` i + 22 • PER PLAN
20,000 S.F 316
\ 3, 900 SF / 175 +
\ ;
142 = 23,079 S.F. 315 r� / -n +
_ �. 1 _i _� / �_�, + +
"'� ? 3,900 SF OUR
11, \ _�\�� 01 S. F. 141 �� 176 oLE #3
�� 'y 3.900 SF I 21,799 S.F. 3 4
MIN FFE - 24 24 F.
OUR 3, 900 SF � �-- i � � _
/ 1
315.9 _ �I 6 � � I � I 171 � 3,9 0 F �; - -�
LO L 3 I 24,913 S.F. / ' \ \_� `-� 0
1 - 0
/ FUT F BACKWATER, ,G�2 -I 3,900 SF `� \ ;r- �_ �>- \__ o
ELL \ ATION= 314.88 C _ �= / 3�s .\\ \ _{ 23 V
170 / ,1 -� ^' 0
/ + + + `�� r! / SCOUR / l V o �
J� 23,768 S.F. �� + + 313 / /HOLE #4
O
UT =318.5 3,900 /
o SCOUR v 162 3 0 169 HOLE #5 -0
C
+
/ 21,721 S.F. \ '� 34,031 S.F.
TEMPORARY 3,900 SF 3 3,900 SF + " ,-- Ln < Z
/ 19 INLET #6 + + INV. IN =320.2 T DA =1.85 a L ac ' D CONSTRUCTIO s
ce) EASEMERIT ROSNV1 R168 + + + +
44.00OF
/
34,398 S.F. + 48" RCP \ \ 0 a)
I ' \ , g" lv Q o a)
SCOUR 163 �'� O 3,900 SF + + + + + + @ 1.14% \_\ \ O r n Z W 3 0-
/ ++ HOLE #ZOO 548 S.F. s17� _ \� z v o (�
M + 24 25 / LU Z Q I
/
3,900 SF \ � � _ � � � °�'
FUTURE + + ~ o
/ PHASE 3 /' / + ++ W Q �' 3
932,513.73 S.F. + + U Y
/ 21.41 AC 3� + + z z Q .-, o
N / 164 167 + + + 4- ./ 55 Q Q ' 0 o
z + 24, 424 S. � �'� F. 26 56 Z J z z E
Y. \ / Z)
/ +
3,900 SF O �, i 3, 900 SF l + + + + J O Q a
U + SCOUR ��p� \° !I / 27 0 U rl o C:
#1 Z). Y. + + / v
J �,
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a / �" ' GO + 28 0
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/ + ?
29,129 E:T S.F.
166 / + / o
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44,288 Z w o
N OTECTION 3,900 SF 29 54 P 0 CL 0
\ + @ EA INV. IN= 314.5, a
\
DA =5.88
\ � / 53 /
52 =
-= E
+ + + _ OPEN SPACE + + 30 � - _
v AREA B `v E
\ 316,354 SF + + INLET #7A \ \
I I\ \ 7.26 ACRES / / INV. D =314.0
a� n
WAYNE GRIFFIS & LEWIS I GRIFFIS \ A =6.47 \ E
a�
I + / \ o 'F)
PIN: 0685 -76 -6264 I I Z�
USE: VACANT I \ 31 42 v. u =
ZONING: R -30 N ° \ / •° L
I \
54 31 + l
I ` 82�1� \ �� JOB NO. v s
NATHAN PAGE, JR. � •''
PIN: 0685 -76 -9722 \ -
a 3
I USE: VACANT DONALD & DIANE PAGE + + 36851
PIN: 0685 -86 -0693 + I a °
32 T SHEET NO. a Q.
I ZONING: R -30 +
I I USE: MOBILE HOME + I 41 C3. 0 rl
ZONING: R -30
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LEGEND � - \ � I I I 1
` \ \ / / I I , \ \ / \ / I SEDIMENT BASIN DESIGN , r ( ` \ N \ \ \ \ \
Skimmer
FIOPEN SPACE \ // 1 I , \\ \ \ \ volume Basin Skimmer \ \
\ \ � � 1 I 1 Basin DIST. AREA Da (Ac.) C Q10 S.F. orifice Weir
` \ 3�j I � I I \ I (cf) Dimensions size (in) \ \ \ \ \ \
` \ \ \ r r I \ \ \\ \ size (in)
30" SUITABLE SOILS SKIMMER BASIN 1 0.38 1.22 0.50 4.4 1,918 2,196 64'1 3 0.75 10 / At
SKIMMER BASIN 2 0.60 2.97 0.50 10.7 4,670 5,346 98'1 3 1.25 10 _ _ z /
\\ CUSTOM BASIN 3 0.45 0.45 0.60 1.9 849 810 42'x21'x3' NA NA 10
® 24 "- 29" SUITABLE SOILS \ \ \ _ \ ` _ \ /' TY�IDALL, BRYAN& JUDIT\ H\G \ I I CUSTOM BASIN 4 0.50 0.74 0.50 2.7 1,164 1,332 50'x25'x3' NA NA 10
DITH G \ \ ' ' / I PIN: b685 =88 -0421 \ c�' I I I SKIMMER BASIN 5 1.00 1.27 0.50 4.6 1,997 2,286 64'x32'x3' 3 0.75 10 I I I I 1 \
®FLOOD HAZARD SOILS \ \ \ \ I USE:)VACANT ' - I I I ► / - - ' _ I I \ \
\ \ \ \ I ZON/IN
\\ \ \TYNDALL, O- BRYANT & JUDITH G \ I r I
\ PIN: 0686\-7,8-8430 I I \
NEUSE RIPARIAN BUFFER USE: VACANT
I
\
\� \ZONING: R -30
+ ++ WETLANDS \ \ I I / \ I \ \ \ \� \ \ I / / / I 1 \J /- _--- - - - ---
I 1 111 ' ' i I i\ SCALE 1 " =80'
II \
�\ 2�, \ 801\ 160'
\ ,' \
EROSION CONTROL LEGEND � , \ TR 4jo.
\ \ 1 \
ffm ENITRAONCE Y CONSTRUCTION - \ \ � \ ` \ � \�C 13 ON // I I \ \ \ \
5 \, �ZQivE � 11 /' �' /' --------
-X-X- SILT FENCE \ ` \ \ 2�, 989 S.F.
\ \ \ \ \
\ 3, 900 SF / ' I �0 ' I \ I � v /
, I ` \ _ , DAVID P LIPS� COMB, SR & f2rAYE R LIPSqOMB
CLR LIMIT OF DISTURBANCE y'FISH I I I�& NANCY \ \136 \ \ _ - �' / , I 1 ` \ L - , _ , ( PIN: 0685;99 -1864 /
ND `\ - ` / - *134 / \ _ r USE: AGRICULTURAL ZONING: KC
PIPE INLET PROTECTION 7 -1715 \ \ 29,354 S. F� ; J I \\ - \ \ / IN,
\ \ \ \ \ \
1LTURAL � 3,900�f \ /330 32,056 S: I I / / / � I I , \ \
R -30 \ \ _ 3,900 SR 1 \ r \ _ - I / / , / I I I I ' -
44 TEMPORARY DIVERSION DITCH \ \ \ \ 3ti _ _ MIN _
\ \ / 328.1 , 2,3 S. F. \ 11132 r /' ,' / I' I I I
3,900S l / \ _ 2 j S i/a. / l 1 �32�
' CHECK DAM \ \\ \ \\ - 'c \\ _ - _ C - MINFFE= / �9,2 � _S.F / 131 `f I iRE/, 18'09,E
328.1 \� Ro T /
1 SKIMMER�1 9U 1\ _ - EC 41 / / J I \ I
21,121 S.F. i - y /UN I I
- 3,900 \SF - o, _i�]n _ 0/ji
_ \ \ _ \
LIMITS OF DISTURBANCE 6 ACRES \ _
\ \ 137 I \ 2� 251 S.F.
\ \\ 27,�1�3 � uti" N_ �>r\� - 11 � '3,900 SF / 129
\ \\ 3,900 SF _ ;
\ @�IPEC _ 3,900 SF 128,/
19,5Z9� S.F / 17 / / , , - I I I
I I / UFLN SPACE/ - I ASS IVI I �- 330, 3,900 SF ' + + + + + +\ II I I
AREA C 60.00' OFI I \ s - \��� _ _ 1 9,852 S.F / 126 / , _ + + +\
1(4,404 S.F1 + 3 \ 30" RCP I 1 \ \ �� , / 3,900 SF l / > \ _ + + + + + I I I II l 1
2.40 AC + I ` @ 1.67% 21,051 sF . �. r \ + + I ,
I + + + 138 /\ �- o + + t \
�1 013 S.F./ \139 ///
\3,900SFi \ / \ SKIMMER 32,8 S.F.
20100Q S. F / 140 �/ �,� 90 SF I \ \ \
II
3,900 F I / 32 ���'� SCOUR I + + + \ //� \ - _ _ \
21,867 S. , _ _ _ 32ti` HOLE J(2
III + + + \ \ \ 3,900 SF J 172
III
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// 173 / - 31�� / 114 012 S.F.
3, 900 SF 3\a _ _ x.57 AC
20,000 S.F � / - � J 3��, + / 1 I
-3, -900 SF / 174 , / + + \+ I 22 ,
2 0, 0 -S.F / -'� X316
` I I I I !\
3, 900 SF / 175 _ +
142 � \ \\ � �� � 23,Q79-
�\1 S.F. I 141 / 3,900 SF / �' OUR
3,96Q SF \ I \ / _ , - -' 176 , OLE #3
MIN FF�E - CC�R1 3,900 SF\ . F.\ _ ��� - - - - ' , - 2,4-,24- F.
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PHASE 3 I \ \ \ ` � / / / /' / + / , / / -'GRAVEL / I 1 '/ I\ \\ LU 3
\ \ \ \ I I I \ \� /' / / // /� + + ++ + ' // CONSTRUCTION / >/ \\ \\ U O Z Q Y
0 1 \ \ / I I 92,513.7 S.F. I \ \ _ - \ \ SKIMMER / \ ENTRANCE 50X30 - I Z
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Q o USE: VACANT 311 42
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/ ^ PIN: 0685 -76 -9722 / I / \ \ ` `�� + \ I I I _
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co r , , / / I USE: VACANT I \ IDONALDI& DIANE PAGE �I \ \ \ I 1 \ \ I 1 \ \ \ / ,
CONTACT ONE- CALL'`CENTE� I / / / I ZONING: R -30 I \I PIN: 0685 -86 -069 32c"y \ \ \ / \ ' \ SHEET NO. a
N 1 8( 32= 949 / I \ , ,' / I _ _ USE: 40BIl HONE I 1 \ \ \ \ \ \ \ \ / \ + + I \ \ \ \ p \ I / , \ 1 a�
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REFER TO CHART
FOR BAR SIZE
SIDE
+,25
+,08
-0.08
+,16
5' -0"
DRIVEWAY TURNOUT GRADES
NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS
AT 8" CTS.THE CONTRACTOR WILL HAVE THE OPTION
TO INCREASE THIS BAR SIZE AS NEEDED.
Z
BOLTS SHALL BE 5/8" UNC ROLLED THREAD, STAINLESS STEEL
oC0
ANSI CLASS 150 LB.
a
NOTES:
FT.
MINIMUM
a��c .
* THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING
I._j V
STANDARDS: 838.01, 838.11, 838.21, 838.27, 838.33,
LL J X1--1 Z
838.39, 838.51, 838.57, 838.63 AND 838.69.
O 0 =
* INSTALL PRECAST ENDWALLS WITH WINGS AND PAY
W Q Q LL =
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 838.
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* USE 4000 PSI CONCRETE.
F0-1
_ ~ Z W
* PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615
0 LL O J
#5
Q
0
FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING
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TO ASTM A185 WITH 2" MIN. CLEARANCE.
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* PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH
N
~ 1>-1 -1
OSHA STANDARD 1926.704.
T
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* PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY
r
0
CONTRACTOR
#5
* ALL ELEMENTS PRECAST TO MEET ASTM C913.
1.25/2.00
* WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR
1.50/2.50
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
6.50/6.75
* CHAMFER ALL CORNERS 1" OR HAVE A RADIUS OF 1 ".
#5
NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS
AT 8" CTS.THE CONTRACTOR WILL HAVE THE OPTION
TO INCREASE THIS BAR SIZE AS NEEDED.
3
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SHEET 1 OF 1
838.80
C
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BOLTS SHALL BE 5/8" UNC ROLLED THREAD, STAINLESS STEEL
ENDWALL DIMENSIONS
ANSI CLASS 150 LB.
0
- -- -n -
FT.
MINIMUM
b
MIN. /MAX.
MIN. /MAX.
MIN. /MAX.
MIN. /MAX.
MIN. /MAX.
IPIPE DIA.
BAR
SIZE
H1(FT.)
H2(FT.)
D (FT.)
W1
W2
I 1.0
#5
@ 8"
1.25/2.00
2.00/3.75
1.25/1.75
3.00/3.75
5.50/6.00
1.25
#5
@ 8"
1.25/2.00
3.00/3.75
1.25/2.00
3.50/3.75
6.50/6.75
1.50
#5
@ 8"
1.25/2.00
3.00/4.25
1.50/2.50
3.50/3.75
6.50/6.75
2.0
#5
@ 8"
1.50/2.50
4.00/4.75
1.75/2.50
4.00/4.25
7.50/8.25
2.5
#5
@ 8"
2.50/3.50
4.00/6.00
2.00/3.00
4.50/5.50
10.00/11.50
3.0
#5
@ 8"
3.00/3.50
5.00/6.00
2.75/3.50
5.25/5.75
11.50/11.75
3.5
#5
@ 8"
3.25/4.50
6.00/6.75
3.25/3.50
6.00/6.75
12.00/13.25
4.0
#5
@ 8"
3.50/4.50
6.50/7.00
3.25/3.50
6.50/6.75
13.00/13.25
4.5
#5
@ 8"
4.00/5.00
6.50/8.50
3.25/4.00
7.00/9.25
13.50/15.75
5.0
#5
@ 8"
4.50/5.00
7.00/8.50
3.25/4.00
7.25/9.25
13.75/15.75
5.5
#5
@ 8"
4.50/5.00
7.50/8.50
3.25/4.00
7.25/9.25
14.00/15.75
6.0
#5
@ 8"
4.50/5.00
7.50/8.50
3.25/4.00
7.75/9.25
14.75/16.75
3
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SHEET 1 OF 1
838.80
C
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BOLTS SHALL BE 5/8" UNC ROLLED THREAD, STAINLESS STEEL
NOTES:
ANSI CLASS 150 LB.
0
- -- -n -
--
Oj
1. ALL MATERIALS SHALL BE IN ACCORDANCE WITH AQUA NORTH
b
NOMINAL PIPE
w�
VARIES
CAROLINA STANDARDS.
-`
SIZE (INCH)
-
TYPICAL UTILITY
O.D. (TYP. UTILITY)
2. TAPPING SLEEVES SHALL BE AS MANUFACTURED BY ROMAC,
NOTES:
w z
TYPE 304.
1. THIS DETAIL SHALL BE USED TO AVOID
t 20' -0" PROPOSED UTILITY
EXISTING UTILITIES THAT ARE SHOWN ON THE
CENTERED ON UTILITY
28,30
DRAWINGS.
-
lV ^L1/
6"
3 ",4 ",6"
TYPICAL CONFLICT RESOLUTION BY DEFLECTION
TAPPING OF MAINS UP TO AND INCLUDING 24" DIAMETER WITH
12" OR LESS BRANCH. BRANCH GREATER THAN 12" SHALL
2. PIPE DEFLECTION MUST NOT EXCEED
SEE NOTES
3 ",4 ",6 ",8"
MANUFACTURER'S RECOMMENDATION.
REQUIRE FULL BODY D.I. M.J. TAPPING SLEEVE, (SEE DETAIL
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3',4",6',8',10'
VARIES -
0
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12"
3 ",4 ",6 ",8 ",10 ",12"
TYPICAL UTILITY
65- 45 -12: OR STAINLESS STEEL PER ASTM A -240, TYPE 304.
w
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O.D. (TYP.
PROPOSED UTILITY
UTILITY)-
U
4. SHELL AND LUGS SHALL BE STAINLESS STEEL PER ASTM A 240,
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24"
3 ",4 ",6 ",8 ",10 ",12"
1
TYPE 304 AND 304L.
NOTES:
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PER PLAN
I. 1. THIS DETAIL SHALL BE USED UNDER THE FOLLOWING CONDITIONS:
- -
TO THAT SHOWN AND SHALL NOT DEVIATE IN ESSENTIAL
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a. WHERE IT IS SPECIFICALLY SHOWN ON THE DRAWINGS.
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NUTS
RESTRAINED JOINTS, SEE
t. WHEN UTIUDES NOT SHOWN ON THE PLAN, ARE ENCOUNTERED.
t 20' -0"
CENTERED ON UTILITY
RESTRAINED JOINT DETAIL
a
FLANGE
GASKET
TEST PLUG
FULL
CIRCUMFERENTIAL
GASKET
ARMORS
5.
BOLTS SHALL BE 5/8" UNC ROLLED THREAD, STAINLESS STEEL
NOTES:
ANSI CLASS 150 LB.
0
PER ASTM A 193 TYPE 304 4" NOM. PIPE SIZE SHALL HAVE
DI PIPE
1. ALL MATERIALS SHALL BE IN ACCORDANCE WITH AQUA NORTH
b
NOMINAL PIPE
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SHALL BE COATED TO PROTECT
CAROLINA STANDARDS.
-`
SIZE (INCH)
BRANCH SIZE
APPROX. WT. LBS.
2. TAPPING SLEEVES SHALL BE AS MANUFACTURED BY ROMAC,
LU
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TYPE 304.
SMITH - BLAIR, OR APPROVED EQUAL.
/ U
4"
3 ",4"
28,30
3. STAINLESS STEEL TAPPING SLEEVE MAY BE UTILIZED FOR ALL
-
lV ^L1/
6"
3 ",4 ",6"
36,38,45
TAPPING OF MAINS UP TO AND INCLUDING 24" DIAMETER WITH
12" OR LESS BRANCH. BRANCH GREATER THAN 12" SHALL
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8"
3 ",4 ",6 ",8"
42,44,48,66
REQUIRE FULL BODY D.I. M.J. TAPPING SLEEVE, (SEE DETAIL
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10"
3',4",6',8',10'
45,48,55,70,80,
W.9),
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12"
3 ",4 ",6 ",8 ",10 ",12"
50,52,60,81,96,143
65- 45 -12: OR STAINLESS STEEL PER ASTM A -240, TYPE 304.
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16"
3 ",4 ",6 ",8 ",10 ",12"
78,80,85,100,115,172
4. SHELL AND LUGS SHALL BE STAINLESS STEEL PER ASTM A 240,
N
24"
3 ",4 ",6 ",8 ",10 ",12"
85,87,90,100,145,230
TYPE 304 AND 304L.
U U
FLANGE
GASKET
TEST PLUG
FULL
CIRCUMFERENTIAL
GASKET
ARMORS
HDPE PIPE HDPE PIPE
8' MIN. PAVEMENT CROSSING 8' MIN.
GRADE GRADE
3' MIN i4�z_
"R" (SEE NOTE 2) -• 3' MIN
4' MIN /
- -- ..1111
HDPE PIPE ----- - I --.-
DIP OR PVC PIPE -
DIP OR PVC PIPE
DIP OR PVC PIPE
CONNECTION DETAIL (TYP. BOTH SIDES)
DIMJ SOLID TRANSITION SLEEVE W/ MJ
RESTRAINT SYSTEM ON BOTH ENDS
HDPE PIPE
INTERNAL PIPE STIFFENER AS
MANUFACTURED BY SMITH -BLAIR OR
EQUAL
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NOTES:
5.
BOLTS SHALL BE 5/8" UNC ROLLED THREAD, STAINLESS STEEL
O
ANSI CLASS 150 LB.
0
PER ASTM A 193 TYPE 304 4" NOM. PIPE SIZE SHALL HAVE
DI PIPE
DRILLING FLANGE. DI FLANGE
b
MIN. 1/2" BOLTS.
w�
SHALL BE COATED TO PROTECT
a
3. WHEN CONSTRUCTION IS WITHIN THE NCDOT JURISDICTION, ADDITIONAL
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AGAINST CORROSION
6.
NUTS SHALL BE HEAVY HEX STAINLESS STEEL PER ASTM A -194,
LU
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TYPE 304.
ri ri
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7.
WASHERS SHALL BE STEEL AND PLASTIC LUBRICATING WASHER.
H 1 �
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8.
GASKETS SHALL BE VIRGIN SBR PER ASTM D 2000 MAA 610,
00
SHELL
0 L tpd
COMPOUNDED FOR WATER AND SEWER SERVICE.
LU LU
PIPE X BRANCH
6X6
8X6
0
12X6
BOLTS
9•
FLANGE SHALL BE DUCTILE IRON PER ASTM 536, GRADE
v
24X8
24X12
24X16
65- 45 -12: OR STAINLESS STEEL PER ASTM A -240, TYPE 304.
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30X8
30X12
10.
DIMENSIONS SHOWN ARE FOR REFERENCE AND MAY VARY BASED
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UPON MANUFACTURER. SLEEVES SHALL BE SIMILAR IN NATURE
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PER PLAN
W W
TO THAT SHOWN AND SHALL NOT DEVIATE IN ESSENTIAL
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DETAILS.
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11.
PIPE SURFACES SHALL BE CLEANED THOROUGHLY TO PERMIT A
7.016
7.016
9.016
GOOD SEAL PRIOR TO INSTALLATION.
9.016 13.016
7.016
9.016 13.016
11.00
13.5
19.0
23.5
12.
ALL TAPPING SLEEVES SHALL BE HYDROSTATICALLY PRESSURE
13.5
�g
23.5
32.0
LU LU
TESTED PRIOR TO THE TAP BEING ACCOMPLISHED. TEST SHALL
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BE APPROVED BY AQUA NORTH CAROLINA PROJECT
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COORDINATOR PRIOR TO BEGINNING TAPPING PROCESS.
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13.
THE NUMBER OF BOLTS, NUTS AND WASHERS SHOWN ARE FOR
9
11 -5 /e
11 -7/e 12 -7/e
ILLUSTRATION ONLY, ACTUAL QUANTITY SHALL BE AS
14 -1/2 14 -7/8
WASHERS
19.5
RECOMMENDED BY THE SLEEVE MANUFACTURER FOR THE
W_',
20 -5
2325
REQUIRED SERVICE.
23.25
23.75
23.75 I
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f _
13 -7/8
13 -7/8
1R -1/2
LIFTER BAR
14.
SEE TAPPING VALVE DETAIL (W.9) FOR ADDITIONAL INFORMATION.
35.5
35.5
35.5
35.5
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43.37
m �
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F
13 -1 /2
15
15
19-119
A
22-1/2
22-1/2 22-1/2
18.0
18.0
HDPE PIPE HDPE PIPE
8' MIN. PAVEMENT CROSSING 8' MIN.
GRADE GRADE
3' MIN i4�z_
"R" (SEE NOTE 2) -• 3' MIN
4' MIN /
- -- ..1111
HDPE PIPE ----- - I --.-
DIP OR PVC PIPE -
DIP OR PVC PIPE
DIP OR PVC PIPE
CONNECTION DETAIL (TYP. BOTH SIDES)
DIMJ SOLID TRANSITION SLEEVE W/ MJ
RESTRAINT SYSTEM ON BOTH ENDS
HDPE PIPE
INTERNAL PIPE STIFFENER AS
MANUFACTURED BY SMITH -BLAIR OR
EQUAL
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NOTES:
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1. CONTRACTOR TO SUBMIT CALCULATIONS APPROVED BY PIPE
O
MANUFACTURER FOR DETERMINATION OF REQUIRED HDPE PIPE THICKNESS
0
FOR EACH INSTALLATION.
DI PIPE
2. "R" IS TO BE BASED ON 125% OF MANUFACTURER'S RECOMMENDED
b
MINIMUM RADIUS.
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3. WHEN CONSTRUCTION IS WITHIN THE NCDOT JURISDICTION, ADDITIONAL
m
REQUIREMENTS OF THE ENCROACHMENT AGREEMENT SHALL BE MET.
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SANITARY GRAVITY, FORCE MAIN, REUSE MAIN, STORM 9. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH FINISHED GRADE ¢
ANY PART OF A SANITARY SEWER MANHOLE OR STORM SEWER I -I I =
SEWER, & POTABLE WATER MAIN SEPARATION NOTES & STRUCTURE. I I - III - III -I I , I I I= I = 1
SOLUTIONS -I I I I -1 I- ITT I ( -III - 3' MIN
:I = 10.00' MIN -i
FINISHED GRADE I
1= 111- IJ =11=, _
1. A MINIMUM HORIZONTAL SEPARATION OF TEN (10) FEET OUTSIDE TO -
III - III -I I IT- III - I SANITARY GRAVITY MAIN -1 I I -I -I
OUTSIDE SHALL BE MAINTAINED BETWEEN WATER MAINS AND SANITARY -Lu_�II I I I=II( =111 OR STORM SEWER -I I I -I I=
GRAVITY SEVER OR STORM SEVER UNES. ��TI I�.J I POTABLE WATER M - I =� I-
2. A MINIMUM HORIZONTAL SEPARATION OF THREE (3) FEET OUTSIDE TO 1 WATER MAIN r�
OUTSIDE SHALL BE MAINTAINED BETWEEN WATER MAINS AND RECLAIMED 1111 _
WATER UNES CARRYING UNRESTRICTED PUBLIC ACCESS REUSE WATER. �- 18" MINIMUM
,i 1 =1 i FINISHED GRADE
3. IN AREAS WHERE IT IS NOT PRACTICAL TO MAINTAIN THE REWIRED REUSE WATER MAIN' SHALL BE _- a�--yy
SEPARATION, THE WATER MAIN MUST BE LAID IN A SEPARATE TRENCH OR BURIED TO 6' AT INTERSECTIONS CROSSING HAZARD
-I I -I - I -I I I, �I -1 I I I II II =I I =III -�
ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE OR WHERE CROSSING WITH �� � i .III = III -III =1 -I I �I I -III= S MIN
SANITARY GRAVITY SEWER, STORM SEWER OR RECLAIMED WATER UNE AT POTABLE WATER UNE AND WILL I II;II= -III =III J
SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT MAINTAIN EIGHTEEN (18) INCH - -
LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF THE OTHER LINE. CLEARANCE -
I 1= o
4. IF THE MINIMUM ALLOWABLE TEN (10) FOOT HORIZONTAL SEPARATION 18' MINIMUM I j z
OR EIGHTEEN (18) INCH VERTICAL SEPARATION IN A SEPARATE TRENCH -III t F
CANNOT BE MAINTAINED, UPGRADE THE WATER MAIN TO DUCTILE IRON, IF 10. A MINIMUM OF VERTICAL SEPARATION OF EIGHTEEN (18) IN _=
THE OTHER LINE IS A STORM SEWER. OUTSIDE TO OUTSIDE SHALL BE MAINTAINED BETWEEN WATER MAIN,
SANITARY GRAVITY SEWER, STORM SEWER OR RECLAIMED WATER UNES. -I -I POTABLE WATER M ¢
5. IF THE NON - CONFORMING LINE IS A GRAVITY SANITARY SEWER, AND
TEN (10) FEET OF HORIZONTAL SEPARATION OR EIGHTEEN (18) INCHES 11. WHEN THERE IS LESS THAN EIGHTEEN (18) INCHES VERTICAL -III =III SANITARY GRAVITY MAIN N
VERTICAL SEPARATION IN A SEPARATE TRENCH CANNOT BE MAINTAINED. CLEARANCE BETWEEN THE WATER MAIN AND STORM SEWER, THE WATER OR STORM SEWER
UPGRADE THE GRAVITY SANITARY SEWER (IF BEING NEWLY INSTALLED) TO MAIN SHALL BE UPGRADED TO DUCTILE IRON. ONE FULL LENGTH OF PIPE F
AWWA C -900, D.R. 18 PVC AND HYDROSTATICALLY TEST IT TO 150pi. SHALL BE CENTERED AT THE POINT OF CROSSING.
6. IF THE OTHER UNE IS A RECLAIMED WATER LINE AND THE ABOVE 12. IF THE NON - CONFORMING IS A SANITARY GRAVITY SEWER WHERE
SEPARATION REQUIREMENTS ARE NOT MET, UPGRADE THE RECLAIMED THERE IS LESS THAN EIGHTEEN (18) INCHES VERTICAL CLEARANCE FROM 16. DEVIATIONS AND OTHER ALTERNATIVES SHALL BE CONSIDERED ON
WATER LINE MATERIAL TO DUCTILE IRON. THE WATER MAIN, UPGRADE THE SANITARY GRAVITY SEWER TO DIP PVC CASE -BY -CASE BASIS AND MUST RECEIVE SPECIFIC APPROVAL BY
AND HYDROSTATICALLY TEST IT TO WATER MAIN STANDARDS. PIPES NCDENR PRIOR TO IMPLEMENTATION
7. DEVIATIONS AND OTHER ALTERNATIVES SHALL BE CONSIDERED ON SHALL BE LOCATED SO THAT JOINTS ARE AS FAR AS POSSIBLE FROM
CASE -BY -CASE BASIS AND MUST RECEIVE SPECIFIC APPROVAL BY EACH OTHER. 17. THERE SHALL BE AN EIGHTEEN (18) INCH VERTICAL SEPARATION
NCDENR PRIOR TO IMPLEMENTATION. BETWEEN WATER MAINS AND SANITARY SEWER FORCE MAINS AT
13. IF THE OTHER UNE IS A RECLAIMED WATER LINE AND THE ABOVE CROSSINGS WTHOUT EXCEPTION. CONFLICTS WITH EXISTING LINES, WHERE
8. THERE SHALL BE AT LEAST A TEN (10) FOOT SEPARATION BETWEEN MINIMUM SEPARATION IS NOT MET, UPGRADE THE RECLAIMED WATER UNE IT IS NOT POSSIBLE TO MAINTAIN THE REQUIRED SEPARATION, IT SHALL
WATER MAINS AND SANITARY SEWER FORCE MAINS WTHOUT EXCEPTION. MATERIAL TO DUCTILE IRON. BE REPORTED TO AQUA NORTH CAROLINA, INC- ANGINEER. SPECIAL
FIELD PROBLEMS SHALL BE REPORTED TO NCDENR/ENGINEER. SPECIAL SOLUTIONS MUST BE ACCEPTED BY NCDENR PRIOR TO IMPLEMENTATION.
SOLUTIONS MUST BE ACCEPTED BY NCDENR PRIOR TO IMPLEMENTATI0N. 14. SPECIAL STRUCTURAL SUPPORT OR CONCRETE SADDLES MAY BE
NECESSARY AT THE CROSSING LOCATION.
15. IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE CROSSING -
HAZARD.
A (DIA) rB T -HEAD GLAND BOLT
3/4' NPT BRONZE TIGHTEN TO 75 -90 FT. LBS.
SQ. HEAD PIPE PLUG y--I -�
TAPPING SLEEVE -
FRONT -
U
7 = 5/8" STEEL ZINC PLATED
HEX HEAD BOLT & NUT
TIGHTEN TO 75 -90 FT. LBS.
TAPPING SLEEVE - ~
BACK
T -HEAD BOLT
TIGHTEN TO 90 FT. LBS.
- F =
=1 ° 0
E400�0
I 1 O O of
JJ �G (GASKET THICKNESS)
M.J. RUBBER END M.J. RUBBER SIDE SEE NOTE 2
GASKET GASKET
b�
a
c
Q c
o
R o
U
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Z
Q
1. ALL MATERIALS SHALL BE IN ACCORDANCE NTH AQUA NORTH CAROLINA
STANDARDS. SLEEVE BODY SHALL BE DUCTILE IRON ASTM A536.
2. MECHANICAL JOINT TAPPING SLEEVES SHALL BE AS MANUFACTURED BY
CLOW, M & H, MUELLER, OR AMERICAN AND SHALL BE FURNISHED WTH
SPLIT GLANDS, SPUT END GASKET, BOLTS, ETC. THE OUTLET FLANGE SHALL 0
BE CL 125 PER ANSI B16.1 COMPATIBLE NTH APPROVED TAPPING VALVES.
3. DIMENSIONS SHOWN ARE FOR REFERENCE AND MAY VARY BASED UPON
MANUFACTURER. SLEEVES SHALL BE SIMILAR IN NATURE TO THAT SHOWN
AND SHALL NOT DEVIATE IN ESSENTIAL DETAILS. rJ
N
4. PI PE SURFACES SHALL BE CLEANED THOROUGHLY TO PERMIT FOR A GO c.2
SEAL PRIOR TO INSTALLATION. Z
a
5. EXTERIOR OF TAPPING SLEEVE SHALL BE COATED "/2 COATS ASPHALTIC a
VARNISH MIL -C450.
6. ALL TAPPING SLEEVES SHALL BE HYDROSTATICALLY PRESSURE TESTED PRIOR
TO THE TAP BEING ACCOMPLISHED. TEST SHALL BE APPROVED BY AQUA
NORTH CAROUNA PROJECT COORDINATOR PRIOR TO BEGINNING TAPPING
PROCESS.
7. SEE TAPPING VALVE FOR ADDITIONAL INFORMATION.
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SLEEVE SIZE
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PIPE X BRANCH
6X6
8X6
8X8
12X6
12X8 12X12
16X6
16XB 16X12
24X6
24X8
24X12
24X16
24X24
30X6
30X8
30X12
30X16
3OX24
_
A DIA
Ix
LU
U U
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PER PLAN
W W
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7.016
7.016
9.016
7.016
9.016 13.016
7.016
9.016 13.016
11.00
13.5
19.0
23.5
32.0
11.00
13.5
19.0
23.5
32.0
LU LU
8
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7 -7/8
9 -1/16
9
11 -5 /e
11 -7/e 12 -7/e
14 -1/8
14 -1/2 14 -7/8
19.5
19.5
19.5
W_',
20 -5
2325
23.25
23.25
23.75
23.75 I
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11 -3/4
13 -7/8
13 -7/8
1R -1/2
iR -1/2 18 -1/2
23 -1/2
23 -1/2 23 -1/2
35.5
35.5
35.5
35.5
35.5
43.37
N
F
13 -1 /2
15
15
19-119
19-1/2 19-1/2
22-1/2
22-1/2 22-1/2
18.0
18.0
24.0
30.0
36.0
24.0
24.0
24.0
36.0
3610
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PLANS.
2. ALL BENDS, TEES, VALVES AND BLOW -OFFS SHALL BE BLOCKED IN ACCORDANCE WITH AWWA STANDARDS.
3. BLOW -OFF TO BE APPROVED BY UTILITY PRIOR TO INSTALLATION. //�\
DRAWNG N0. A '°` V U A
12
REVISION DATE BLOW -OFF DETAIL
12/2011
Aqua North Carolina, Inc.
NOTES:
1. GATE VALVES SHALL COMPLY WITH AWWA C -500 AND BE IRON BODY, PARALLEL SEAT TYPE,
BRONZE FITTED W/ RESILIENT SEAT. LEFT HAND OPEN (CCW).
2. BROOKS 24" VALVE BOX COLLAR MAY BE USED.
DRANTNG NO.
10
REVISION DATE GATE VALVE AND EXTENSION
12/2011
36" MIN
SHEETED OPEN
TRENCH TRENCH
EARLY WARNING Z a
TAPE WITH METALLIC
DETECTOR STRIP
y
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\/ 0
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DETERMINED BY METHOD TE99 ~ \\x FREER301L M
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j\ 12" 12"
x x x x A / / x x x x x x x x x
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\\ /-x x x X x X x X X X X X X X M
#16 THHN COATED
OR LARGER LOCATING WIRE.
TERMINATED AT VALVE BOXES
SHAPE TRENCH TO FIT
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SEE NOTES
1
M FINISHED
N GRADE UNDISTURBED EARTH EARLY
WARNING
TAPE
\ ,\ �/\ �/ �/\ �/\ �/\ �/\
\_#12 THHN COATED
LOCATING WIRE
N OTES:
1. WHERE ROCK OR NON- CUSHIONING MATERIAL IS ENCOUNTERED IN TRENCH, USE #5 STONE FOR A DEPTH OF 8" UNDER PIPE.
2. WHERE UNSUITABLE SOIL OR MUCK IS ENCOUNTERED, EXCAVATE THE SOIL AND BACKFILL WITH #5 STONE TO FORM A PIPE BED.
3. PVC AND DUCTILE IRON MAINS SHALL MEET ALL STANDARDS AS CALLED OUT IN THE SPECIFICATIONS (DIVISION 5, SECTION 1.3.3).
4. ALL WATER MAINS SHALL HAVE A "EARLY WARNING" PROTECTION TAPE AND THHN LOCATING WIRE INSTALLED CONTINUOUSLY ALONG THE
ALIGNMENT. THE PROTECTION TAPE AND WIRE SHALL BE INSTALLED DURING BACKFILLED 6 " -12" INCHES BELOW FINISHED GRADE DIRECTLY
OVER THE PIPE AND BE CONTINUOUSLY MARKED" CAUTION, WATER MAIN BURIED BELOW." THE TAPE SHALL HAVE A METALLIC DETECTABLE
STRIP INCLUDED AND BE GREEN IN COLOR. ALL PROTECTION TAPE SHALL BE AS TERRA -TAPE OR EQUAL.
5. ALL P.V.C. WATER MAINS SHALL BE EITHER A SOLID BLUE COLOR OR WHITE BLUE LETTERING. ALL LETTERING SHALL APPEAR ON THREE SIDES
OF THE PIPE AND SHALL RUN THE ENTIRE LENGTH OF THE PIPE AND SHALL BE A MINIMUM 3/4 INCH IN HEIGHT WITH THE APPROPRIATE
WORDING APPEARING ONE OR MORE TIMES EVERY 21 INCHES ALONG THE LENGTH OF THE PIPE. THE LETTERING MUST BE PERMANENTLY
STENCILED TO THE PIPE SURFACE. LETTERING SHALL READ AS IS ACCEPTABLE FOR THE INTENDED USE. ALL LETTERING SHALL BE APPLIED
BY THE PIPE MANUFACTURER DURING PRODUCTION.
6. ALL DUCTILE IRON WATER MAINS SHALL BE MARKED WITH A CONTINUOUS STRIPE LOCATED WITHIN THE 90' OF THE PIPE. SAID STRIPE SHALL
BE A MINIMUM 2- INCHES IN WIDTH AND SHALL BE BLUE IN COLOR. BACKFILL SHALL NOT BE PLACED FOR 30 MINUTES FOLLOWING PAINT
APPLICATION.
7. ALL P.V.C. PIPE SHALL BEAR THE NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL FOR POTABLE WATER PIPE.
DRANING N0.
,4 AQUA
REVISION DATE TRENCH DETAIL
12/2011
Aqua North Carolina, Inc.
r--ROADWAY
3' -0" MIN. TYP.
WATER I..,,..,
MUELLER, FORD, OR EQUAL SINGLE
STRAP SADDLE WITH COMPRESSION -
CORPORATION STOPS
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- DUAL BACKFLOW PREVENTION
METER BOX
SEE SPECIFICATIONS"
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1" FOR SERVICE
UNDISTURBED SOIL
I i I I 1I fm1UELLER I I III -I I I I I I MODEL #1404 -2 METER YOKE
NOTES:
1. LOCATING WIRE SHALL TERMINATE AT MAIN AND METER BOX.
2. ALL FITTINGS SHALL BE BRASS MUELLER COMPRESSION TYPE OR STAINLESS STEEL. A PLASTIC
INSERT SHALL BE INSTALLED AT ALL TERMINATIONS WHERE POLYETHYLENE PIPE IS USED.
3. ALL SERVICE PIPES UNDER ROADS OR DRIVEWAYS SHALL BE SLEEVED WITH SCH 40 PVC A
MINIMUM 1 FOOT OUTSIDE OF PAVEMENT EDGE.
DRAXING N0.
AQUA
7
REVISION DATE SERVICE CONNECTION
12/2011
Aqua North Carolina, Inc.
AQUA
Aqua North Carolina, Inc.
VARIES
SEE
MANUFACTURER
CLASS 1, ASSE 1060 HEATED & a
INSULATED WEATHERPROOF ENCLOSURE v
ANCHORED TO CONCRETE OR APPROVED ~ T VARIES
FIBERGLASS MOUNTING PAD SEE
`° CO MANUFACTURER
BALL VALVE 4" T 1' -0" MIN
OR GATE VALVE - UNION +
PLASTIC IRRIGA110w - 1 Fii
VALVE BOX 1" 18"
MIN 6" OPENING
FROM r r( ; TO
IRRIGA110N �I � •"'III- -I�Lyj�'' IRRIGATION
METER
4" X57 WASHED STONE 4" 3000 PSI CONCRETE SLAB.
DIMENSIONS PER BOX MANUFACTURER
SPECIFICATIONS OR PROPERLY
ANCHORED FIBERGLASS MOUNTING PAD
NOTES:
1. BACKFLOW ASSEMBLY SHALL COMPLY WITH ASSE 1013 & AWWA C511.
2. ASSEMBLY SHALL BE INSTALLED WITHIN 5' OF THE IRRIGATION METER WITH NO PRIOR
CONNECTIONS ON THE LINE.
3. ASSEMBLY SHALL BE CENTERED ON CONCRETE MOUNTING PAD AND CENTERED WITHIN
ENCLOSURE.
4. MINIMUM CLASS 1, ASSE 1060 HEATED & INSULATED WEATHERPROOF ENCLOSURE REQUIRED.
5. PIPE MATERIAL SHALL BE PVC (SCH. 80 OR BETTER)
6. INSTALLATION SHALL BE IN COMPLIANCE WITH N.C. PLUMBING CODE.
7. PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE AND OPERATION OF BACKFLOW
ASSEMBLY AND COMPLIANCE WITH REPORTING AND TESTING REQUIREMENTS.
DRANTNG N0.
18
REVISION DATE
12/2011
.1'
REDUCED PRESSURE BACKFLOW PREVENTER, 2" SERVICES & SMALLER
ELBOW
L
PIPE
SIZE
6"
8-
12"
HORIZONTAL BEND
SIDE EXCAVATIONS (TYP)
�. ALL BEARING SURF„Lr-3
SHALL BE AGAINST
-UNDISTURBED GROUND
(TYP)
AQUA
Aqua North Carolina, Inc.
MIN. BEARING AREA EACH DIRECTION
OF THRUST IN SQUARE FEET
(based on soil supporting value of 2000 psf ® 200 psig test pressure)
TEES & 90' 45' ELBOW 22
DEAD ENDS ELBOWS & CROSSES ELBOWS
4 6 3 2
7 10 5 3
15 21 11 6
CONCRETE THRUST
M.J. PLUG -\ I BLOCK (TYP)
,II
DEAD END
TEE
ELBOW
DRANTNG NO.
16
REVISON DATE
12/2011
CONCRETE SHALL BE
KEPT CLEAR OF
PIPE JOINTS (TYP)
CROSS
TYPICAL THRUST BLOCK
NOTES:
1. THRUST BLOCKS SHALL BE INSTALLED ON
PVC WATER DISTRIBUTION LINES 6" THRU
12" DIA. IN THE MANNER SHOWN.
2. PIPE GREATER THAN 12 INCH DIAMETER
SHALL REQUIRE RESTRAINT JOINT PIPE FOR
THE PROPER LENGTH.
3. COMPACT FITTINGS ARE NOT ACCEPTABLE.
STANDARD FITTINGS SHALL BE USED WITH
CONCRETE THRUST BLOCKING.
4. THRUST BLOCKS SHALL BE INSTALLED ON
WATER MAIN IN THE MANNER SHOWN.
-CRETE IS USED, MIXING MUST BE ON
5. IF SAC
SITE UTILIZING A MECHANICAL MIXER AND
THE MIX APPROVED BY AN ACI LEVEL II
OPERATOR.
6. NO CONCRETE SHALL BE PLACED ON BOLTS.
WRAP JOINT FITTINGS WITH PLASTIC.
7. CONCRETE SHALL BE A MINIMUM 3,000 psi
AND THE TICKETS TURNED INTO THE UTILITY.
8. ALL BEARING SURFACES SHALL BE AGAINST
UNDISTURBED SOIL AND SHALL BE
APPROVED BY AQUA PROJECT COORDINATOR
PRIOR TO PLACEMENT OF CONCRETE.
9. USE OF RESTRAINED JOINT DUCTILE IRON
WILL BE REQUIRED IF SOIL CONDITIONS DO
NOT ALLOW THE USE OF THRUST BLOCKS.
10. ALL VERTICAL BENDS SHALL BE RESTRAINED
USING RESTRAINED JOINT DUCTILE IRON
PIPE.
AQUA
Aqua North Carolina, Inc.
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BRONZE FITTED W/ RESILIENT SEAT. LEFT HAND OPEN (CCW).
2. BROOKS 24" VALVE BOX COLLAR MAY BE USED.
DRANTNG NO.
10
REVISION DATE GATE VALVE AND EXTENSION
12/2011
36" MIN
SHEETED OPEN
TRENCH TRENCH
EARLY WARNING Z a
TAPE WITH METALLIC
DETECTOR STRIP
y
i //
\/ 0
o
/ U
\ -z
BACKFILL IN 6" LIFTS AND
COMPACT TO 95% DENSITY AS 1� /
DETERMINED BY METHOD TE99 ~ \\x FREER301L M
/
j\ 12" 12"
x x x x A / / x x x x x x x x x
j / /xxxxxxxxxxxxxxx
\\ /-x x x X x X x X X X X X X X M
#16 THHN COATED
OR LARGER LOCATING WIRE.
TERMINATED AT VALVE BOXES
SHAPE TRENCH TO FIT
BOTTOM OF PIPE
SEE NOTES
1
M FINISHED
N GRADE UNDISTURBED EARTH EARLY
WARNING
TAPE
\ ,\ �/\ �/ �/\ �/\ �/\ �/\
\_#12 THHN COATED
LOCATING WIRE
N OTES:
1. WHERE ROCK OR NON- CUSHIONING MATERIAL IS ENCOUNTERED IN TRENCH, USE #5 STONE FOR A DEPTH OF 8" UNDER PIPE.
2. WHERE UNSUITABLE SOIL OR MUCK IS ENCOUNTERED, EXCAVATE THE SOIL AND BACKFILL WITH #5 STONE TO FORM A PIPE BED.
3. PVC AND DUCTILE IRON MAINS SHALL MEET ALL STANDARDS AS CALLED OUT IN THE SPECIFICATIONS (DIVISION 5, SECTION 1.3.3).
4. ALL WATER MAINS SHALL HAVE A "EARLY WARNING" PROTECTION TAPE AND THHN LOCATING WIRE INSTALLED CONTINUOUSLY ALONG THE
ALIGNMENT. THE PROTECTION TAPE AND WIRE SHALL BE INSTALLED DURING BACKFILLED 6 " -12" INCHES BELOW FINISHED GRADE DIRECTLY
OVER THE PIPE AND BE CONTINUOUSLY MARKED" CAUTION, WATER MAIN BURIED BELOW." THE TAPE SHALL HAVE A METALLIC DETECTABLE
STRIP INCLUDED AND BE GREEN IN COLOR. ALL PROTECTION TAPE SHALL BE AS TERRA -TAPE OR EQUAL.
5. ALL P.V.C. WATER MAINS SHALL BE EITHER A SOLID BLUE COLOR OR WHITE BLUE LETTERING. ALL LETTERING SHALL APPEAR ON THREE SIDES
OF THE PIPE AND SHALL RUN THE ENTIRE LENGTH OF THE PIPE AND SHALL BE A MINIMUM 3/4 INCH IN HEIGHT WITH THE APPROPRIATE
WORDING APPEARING ONE OR MORE TIMES EVERY 21 INCHES ALONG THE LENGTH OF THE PIPE. THE LETTERING MUST BE PERMANENTLY
STENCILED TO THE PIPE SURFACE. LETTERING SHALL READ AS IS ACCEPTABLE FOR THE INTENDED USE. ALL LETTERING SHALL BE APPLIED
BY THE PIPE MANUFACTURER DURING PRODUCTION.
6. ALL DUCTILE IRON WATER MAINS SHALL BE MARKED WITH A CONTINUOUS STRIPE LOCATED WITHIN THE 90' OF THE PIPE. SAID STRIPE SHALL
BE A MINIMUM 2- INCHES IN WIDTH AND SHALL BE BLUE IN COLOR. BACKFILL SHALL NOT BE PLACED FOR 30 MINUTES FOLLOWING PAINT
APPLICATION.
7. ALL P.V.C. PIPE SHALL BEAR THE NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL FOR POTABLE WATER PIPE.
DRANING N0.
,4 AQUA
REVISION DATE TRENCH DETAIL
12/2011
Aqua North Carolina, Inc.
r--ROADWAY
3' -0" MIN. TYP.
WATER I..,,..,
MUELLER, FORD, OR EQUAL SINGLE
STRAP SADDLE WITH COMPRESSION -
CORPORATION STOPS
- METER PROVIDED BY UTILITY
- DUAL BACKFLOW PREVENTION
METER BOX
SEE SPECIFICATIONS"
,,,, ,,,,,,,�),,,,, rr,,,,,,,,,,, r k`
LOCKABLE
VALVE 8,.
J
36" MIN
J
F,
BACKFILL, TAMPED IN 6" LIFTS ,
I
#12 THHN COATED
LOCATING
,1VIWIRE
CTS, 200 psi
1" FOR SERVICE
UNDISTURBED SOIL
I i I I 1I fm1UELLER I I III -I I I I I I MODEL #1404 -2 METER YOKE
NOTES:
1. LOCATING WIRE SHALL TERMINATE AT MAIN AND METER BOX.
2. ALL FITTINGS SHALL BE BRASS MUELLER COMPRESSION TYPE OR STAINLESS STEEL. A PLASTIC
INSERT SHALL BE INSTALLED AT ALL TERMINATIONS WHERE POLYETHYLENE PIPE IS USED.
3. ALL SERVICE PIPES UNDER ROADS OR DRIVEWAYS SHALL BE SLEEVED WITH SCH 40 PVC A
MINIMUM 1 FOOT OUTSIDE OF PAVEMENT EDGE.
DRAXING N0.
AQUA
7
REVISION DATE SERVICE CONNECTION
12/2011
Aqua North Carolina, Inc.
AQUA
Aqua North Carolina, Inc.
VARIES
SEE
MANUFACTURER
CLASS 1, ASSE 1060 HEATED & a
INSULATED WEATHERPROOF ENCLOSURE v
ANCHORED TO CONCRETE OR APPROVED ~ T VARIES
FIBERGLASS MOUNTING PAD SEE
`° CO MANUFACTURER
BALL VALVE 4" T 1' -0" MIN
OR GATE VALVE - UNION +
PLASTIC IRRIGA110w - 1 Fii
VALVE BOX 1" 18"
MIN 6" OPENING
FROM r r( ; TO
IRRIGA110N �I � •"'III- -I�Lyj�'' IRRIGATION
METER
4" X57 WASHED STONE 4" 3000 PSI CONCRETE SLAB.
DIMENSIONS PER BOX MANUFACTURER
SPECIFICATIONS OR PROPERLY
ANCHORED FIBERGLASS MOUNTING PAD
NOTES:
1. BACKFLOW ASSEMBLY SHALL COMPLY WITH ASSE 1013 & AWWA C511.
2. ASSEMBLY SHALL BE INSTALLED WITHIN 5' OF THE IRRIGATION METER WITH NO PRIOR
CONNECTIONS ON THE LINE.
3. ASSEMBLY SHALL BE CENTERED ON CONCRETE MOUNTING PAD AND CENTERED WITHIN
ENCLOSURE.
4. MINIMUM CLASS 1, ASSE 1060 HEATED & INSULATED WEATHERPROOF ENCLOSURE REQUIRED.
5. PIPE MATERIAL SHALL BE PVC (SCH. 80 OR BETTER)
6. INSTALLATION SHALL BE IN COMPLIANCE WITH N.C. PLUMBING CODE.
7. PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE AND OPERATION OF BACKFLOW
ASSEMBLY AND COMPLIANCE WITH REPORTING AND TESTING REQUIREMENTS.
DRANTNG N0.
18
REVISION DATE
12/2011
.1'
REDUCED PRESSURE BACKFLOW PREVENTER, 2" SERVICES & SMALLER
ELBOW
L
PIPE
SIZE
6"
8-
12"
HORIZONTAL BEND
SIDE EXCAVATIONS (TYP)
�. ALL BEARING SURF„Lr-3
SHALL BE AGAINST
-UNDISTURBED GROUND
(TYP)
AQUA
Aqua North Carolina, Inc.
MIN. BEARING AREA EACH DIRECTION
OF THRUST IN SQUARE FEET
(based on soil supporting value of 2000 psf ® 200 psig test pressure)
TEES & 90' 45' ELBOW 22
DEAD ENDS ELBOWS & CROSSES ELBOWS
4 6 3 2
7 10 5 3
15 21 11 6
CONCRETE THRUST
M.J. PLUG -\ I BLOCK (TYP)
,II
DEAD END
TEE
ELBOW
DRANTNG NO.
16
REVISON DATE
12/2011
CONCRETE SHALL BE
KEPT CLEAR OF
PIPE JOINTS (TYP)
CROSS
TYPICAL THRUST BLOCK
NOTES:
1. THRUST BLOCKS SHALL BE INSTALLED ON
PVC WATER DISTRIBUTION LINES 6" THRU
12" DIA. IN THE MANNER SHOWN.
2. PIPE GREATER THAN 12 INCH DIAMETER
SHALL REQUIRE RESTRAINT JOINT PIPE FOR
THE PROPER LENGTH.
3. COMPACT FITTINGS ARE NOT ACCEPTABLE.
STANDARD FITTINGS SHALL BE USED WITH
CONCRETE THRUST BLOCKING.
4. THRUST BLOCKS SHALL BE INSTALLED ON
WATER MAIN IN THE MANNER SHOWN.
-CRETE IS USED, MIXING MUST BE ON
5. IF SAC
SITE UTILIZING A MECHANICAL MIXER AND
THE MIX APPROVED BY AN ACI LEVEL II
OPERATOR.
6. NO CONCRETE SHALL BE PLACED ON BOLTS.
WRAP JOINT FITTINGS WITH PLASTIC.
7. CONCRETE SHALL BE A MINIMUM 3,000 psi
AND THE TICKETS TURNED INTO THE UTILITY.
8. ALL BEARING SURFACES SHALL BE AGAINST
UNDISTURBED SOIL AND SHALL BE
APPROVED BY AQUA PROJECT COORDINATOR
PRIOR TO PLACEMENT OF CONCRETE.
9. USE OF RESTRAINED JOINT DUCTILE IRON
WILL BE REQUIRED IF SOIL CONDITIONS DO
NOT ALLOW THE USE OF THRUST BLOCKS.
10. ALL VERTICAL BENDS SHALL BE RESTRAINED
USING RESTRAINED JOINT DUCTILE IRON
PIPE.
AQUA
Aqua North Carolina, Inc.
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TOP ELEVATION OF STORMWATER
- - _ _ - - - - - - - - -
5 WASHED
STONE
EXISTING SLOPE
WAKE
COUNTY
NORTH CAROLINA
EFFECTIVE: 01/31/08
EXISTING
ROADWAY
WAKE
COUNTY
NORTH CAROLINA
EFFECTIVE: 01/31/08
FRONT VIEW
NOTE: REMOVE SEDIMENT ACCUMULATION FROM BEHIND CHECK DAMS TO
PREVENT DAMAGE TO CHANNEL VEGETATION. FLOW SHOULD BE MAINTAINED
THROUGH THE DAM.
50' MIN.
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
2 " -3" STONE TO BE USED
(SURGE STONE OR RAILROAD
BALLAST)
PLAN VIEW
EXISTING ROADWAY
6" MIN.
PIPE
3 TIMES I.D.
1
WAKE
COUNTY
NORTH CAROLINA
EFFECTIVE: 01/31/08
ZAP
STANDARD CHECK DAM
0.5' -1
MAX. y
1 �
M
I� In
#1 RIP-RAP
VARIES
SIDE VIEW
CONSTRUCTION NOTE
HEIGHT & WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED.
KEY RIP RAP INTO THE DAM
FOR STABILIZATION.
EXISTING GROUND
STEP SEQUENCE
NOTES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE
CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD
IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
STONE, THEN THE 11RES OF THE VEHICLES MUST BE WASHED
25' OR WIDTH OF BEFORE ENTERING THE PUBLIC ROAD.
PROPOSED STREET,
WHICHEVER IS 3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT
GREATER. FROM LEAVING CONSTRUCTION SITE. ENTRANCE WILL REQUIRE PERIODIC
REMOVAL OF SEDIMENT -LADEN STONE AND REPLACEMENT WITH FRESH STONE.
35' MIN.
\\-FABRIC UNDER STONE
CROSS SECTION
15' MIN. } NEW CONSTRUCTION
I _
12" MIN.
iii �i�� ✓i.�i�.
STANDARD CONSTRUCTION ENTRANCE
FLAN V It W
NOTES:
1. L = THE LENGTH OF THE RIPRAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
LESS THAN 6" (INCHES).
3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
STANDARD PIPE OUTLET TO FLAT AREA
NO WELL - DEFINED CHANNEL
PREFORMED SCOUR HOLE
LINER: CLASS B RIPRAP (D5
N TS WITH TYPE 2 FILTER F
INFLOW
STRUCTURE
DEN
BAFFLES
PLAN VIEW
1ERGENCY
PILLWAY
18' MIN
TOP OF DAM
TARP PROTECTION\ / / //L
DITCH AND BURY TARP
EDGE (MIN. 12')
0' MIN
WEIR LENGTH
SECTI ❑N THRU WEIR
V MIN FREEBOARD TOP OF BERM
BAFFLES (STD)
EMERGENCY
S SPILLWAY
KIMME
ELEVATION
DISSIPATER
PAD
RIP RAP
INLET SHALL BE CMP OUTLET PIPE
PROTECTED (AS NEEDED) CROSS SECTION
FROM ER❑SI ❑N WITH
RIPRAP, TARP, MATTING
OR EQUIVALENT,
NOTES:
1) BASIN SHOULD BE CLEANED OUT WHEN CAPACITY REACHES AN ELEVATION REPRESENTING THAT THE BASIN IS HALF -FULL.
2) THE TARP USED TO PROTECT THE WEIR SHALL BE THE WIDTH SPECIFIED. THE LENGTH OF THE TARP SHALL BE ACCORDING
TO AVAILABLE SUPPLY. IF MULTIPLE TARPS ARE TO BE USED, THEN TARPS SHALL BE OVERLAPPED AT LEAST 12 ". THE
UPSTREAM 12" TARP SHALL OVERLAP THE DOWNSTREAM TARP. THE TARP SHALL BE 50 MIL. HEAVY DUTY SILVER TARPAULINS
OR EQUIVALENT FOR U.V. RESISTANCE.
3) PROVIDE A MINIMUM OF THREE POROUS BAFFLES TO EVENLY DISTRIBUTE FLOW ACROSS THE BASIN, REDUCING TURBULENCE.
0Z 4) BAFFLE MATERIAL MUST BE SECURED AT THE BOTTOM AND SIDES USING STAPLES OR BY TRENCHING AS FOR A SILT FENCE.
5) MOST OF THE SEDIMENT WILL ACCUMULATE IN THE FIRST BAY, SO THIS SHOULD BE READILY AVAILABLE FOR MAINTENANCE.
6) DURING THE CONSTRUCTION PHASE OF THE PROJECT, PERMANENT STORMWATER RISER SHALL ONLY DEWATER FROM THE TOP OF PIPE
WAKE 7) POND SHALL NOT BE CONVERTED FOR STORMWATER USE UNTIL APPROVED BY ENVIRONMENTAL ENGINEER.
COUNTY
NORTH CAaOI.PVA STANDARD SKIMMER BASIN
EFFECTIVE: 01/31/08
8/ -01/ MAXIMUM
1 -
_ 1 I I I
- SILT FENCE FABRIC
MINIMUM 10 GAUGE - INSTALLED TO SECOND WIRE
LINE WIRES FROM TOP I MINIMUM 12 -1/2 GAUGE
- INTERMEDIATE WIRES
GRADE
FRONT VIEW
STEEL POST
NOTE: WOVEN WIRE FABRIC
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT SILT FENCE FABRIC
EXCEED 1/4 ACRE AND NEVER IN AREAS OF
CONCENTRATED FLOW. - 0/
2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO PROVIDE FILL SLOPE
STORAGE VOLUME FOR THE NEXT RAIN AND TO REMOVE
PRESSURE ON THE SILT FENCE.
M GRADE
6" MINIMUM COVER OVER
SKIRT *
ANCHOR SKIRT AS DIRECTED
II BY ENGINEER
0Z 2 SIDE VIEW
WAKE
COUNTY
NORTH CAROLINA STANDARD TEMPORARY SILT FENCE
EFFECTIVE: 01/31/08
NOTES:
1. TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND /OR DIVERT TO A SEDIMENT CONTROL MEASURE OR BMP.
2. SILT SHALL BE REMOVED WHEN DITCH IS ONE -HALF FULL.
3. DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL.
4. STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING, MULCH WITH TAC, AND /OR EROSION CONTROL NETTING.
12 -
CROSS SECTIONAL VIEW
WAKE
COUNTY
NORTH CAROLINA STANDARD TEMPORARY DIVERSION DITCH
EFFECTIVE: 01/31/08
18" RCP OUTLET PIPE STANDARD WIDTH OF PSRM ROLL
OR CHANNEL RIPRAP
1' DEPTH 0 PSRM - INSTALL LEVEL AND FLUSH
WITH NATURAL GROUND
• PSRM SHALL BE SEEDED WITH
VEGETATION AT INSTALLATION.
- - 2ti. f ' I- III - III - III - III - III - III - III - III - 11=
2.00' ZN1�J I I I - W
-III -I - . , I - III -I I I �I- III - III - III - III - III - III - III -I I I� I I_
BASE WIDTH
1' TU
NATURAL
0Z
WAKE
COUNTY
NORTH CAROLINA
EFFECTIVE: 01/31/08
INLET SHALL BE
PROTECTED (AS NEEDED)
FROM EROSDT" uTTu
RIPRAP, TAP
EQUIVALENT
POROUS BAFFLE (T'I
6' PVC '
OUTLET END CONNECTION
TO OUTLET PIPE OR RISER
STANDARD SKIMMER DETAIL
NO!
4T
18' FREEBOARD MIN-
CAP TOP OF 6' PVC PIPE TOP OF BERM
(USE 8' PIPE FOR DRAINAGES
GREATER THAN 10 ACRES)
TOP ELEVATION OF STORMWATER, \ 5' MIN \�
�. \\ \i V
III } TARP
III IIII I r
4' MAX DEPTH, 2' MINA DEPTH �. EMBED 9
I I -III TARP 12'
6' PVC (NO
-' 11� 1 El 6 0 0 SLOTS)
-1 I -I I -I _ °° 994
,. , ,-, , ,
1 =1 I 1 I a 111 � 11=1 11=I I IEI I a 11=I 1 � 1 =I
III' 111 1111��' i i l l lili i I I li, i I 111, i I 111, i i 11, i i 1' i i I I li i i I I li i i �� � 1i 1 I�I I ILI I Illl 1 1 1 1 1 11� I I I -111= 11= 111 =111 11= 111 =1 I
I--�I I- 111 =_ll 11 -1I I- III - III - III - III - III -1J-1I I -I I1 =_L -1I I -I I I I #5 WASHED STONE TARP EXTENDS BEYO
II �,III,;,IIII III;IIII,;IIII,;,III,�,III II,;,IIII;, III„ IIII,;,III,�,III II,;,III
FILTER
TOP OF HOLES TOE OF BACK SLOPE
SECTI ❑N THRU BASIN & FILTER SEE NOTE i
FOR HOLE SPECS
DISSIPATER PAD
RIP RbP
EMBED
TARP 12'
18' MIN
TOP OF DAM
TARP PROTECTS / L
DITCH AND BURY TARP
[�40,
EDGE CMIN. 12')
WEIR MIN
LENGTH
SECTI ❑N THRU WUR
PERSPECTIVE VIEW
GENERAL NOTES
1. DRAW DOWN RISER & BARREL SHALL BE 6' SCH. 40 PVC
WITH CLEAN -OUT CAP AND 3/4' HOLES, SEE NOTE 1 FOR
NUMBER AND SPACING OF HOLES.
2. THE TARP USED TO PROTECT THE WEIR SHALL BE THE
WIDTH SPECIFIED. THE LENGTH OF THE TARP SHALL BE
ACCORDING TO AVAILABLE SUPPLY, IF MULTIPLE TARPS ARE
TO BE USED, THEN TARPS SHALL BE OVERLAPPED AT LEAST
12'. THE UPSTREAM 12' TARP SHALL OVERLAP THE
DOWNSTREAM TARP, THE TARP SHALL BE 50 MIL, HEAVY DUTY
- SILVER TARPAULINS OR EQUIVALENT FOR U.V. RESISTANCE.
3. MAIINTENANCE, SEDIMENT TO BE REMOVED AND PROPERLY
DISPOSED OF WHEN BASIN IS HALF FULL. GRAVEL FILTER
WAKE AROUND RISER SHOULD BE REPLACED AS NEEDED TO ENSURE
DEWATERING.
COUNTY
NORTH CAROLINA STANDARD CUSTOM BASIN
EFFECTIVE: 01/31/08
HOLE SPECS,
DEWATERING HOLES WILL BE INSTALLED IN SETS OF HORIZONTAL
RINGS. THE FIRST SET OF HOLES WILL BE SET 6 INCHES FROM THE
BOTTOM OF THE RISER. RINGS WILL CONTINUE UP THE RISER IN
INTERVALS OF 3 INCHES. HOLES WILL BE 3/4 INCH IN DIAMETER AND
WILL BE SPACED EQUALLY AROUND THE RISER. THE NUMBER OF HOLES
PER RING WILL EQUAL TO THE DRAINAGE AREA.
A BASIN DRAINING 2.0 ACRES SHOULD HAVE 2 HOLES PER RING EVERY
3 INCHES ON THE RISER PIPE. THE FIRST RING (2 HOLES) WILL BE
SET 6 INCHES FROM THE BOTTOM OF THE RISER.
NOTE, ROUND DRAINAGE AREA TO THE NEAREST WHOLE NUMBER TO
DETERMINE NUMBER OF HOLES.
SEEDING SCHEDULE
(REVISED: 1 -1 -86)
SHOULDERS, SIDE DITCHES, SLOPES (MAX 3:1)
DATE TYPE PLANTING RATE
AUG 15 - NOV 1 TALL FESCUE 300 LBS /ACRE
NOV 1 - MAR 1 TALL FESCUE 300 LBS /ACRE
& ABRUZZI RYE 25 LBS /ACRE
MAR 1 - APR 15 TALL FESCUE 300 LBS /ACRE
APR 15 - JUN 30 HULLED COMMON BERMUDAGRASS 25 LBS /ACRE
JUL 1 - AUG 15 TALL FESCUE AND 120 LBS /ACRE
* * *BROWNTOP MILLET 35 LBS /ACRE
* * *OR SORGHUM -SUDAN HYBRIDS 30 LBS /ACRE
SLOPES (3:1 TO 2:1)
MAR 1 - JUN 1 SERICEA LESPEDEZA (SCARIFIED) 50 LBS /ACRE
&
(MAR 1 - APR 15) ADD TALL FESCUE 120 LBS /ACRE
(MAR 1 - JUN 30) OR ADD WEEPING LOVEGRASS 10 LBS /ACRE
(MAR 1 - JUN 30) OR ADD HULLED COMMON BERMUDAGRASS 25 LBS /ACRE
JUN 1 - SEP 1 ** *TALL FESCUE AND 120 LBS /ACRE
* * *BROWNTOP MILLET 35 LBS /ACRE
* * *OR SORGHUM -SUDAN HYBRIDS 30 LBS /ACRE
SEP 1 - MAR 1 SERICEA LESPEDEZA (UNHULLED- UNSCARIFIED) 70 LBS /ACRE
AND TALL FESCUE 120 LBS /ACRE
(NOV 1 - MAR 1) ADD ABRUZZI RYE 25 LBS /ACRE
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL
INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS.
THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS;
OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.
** *TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT
VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12" IN HEIGHT
BEFORE MOWING, OTHERWISE FESCUE MAY BE SHADED OUT.
SEEDBED PREPARATION
1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3.) REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
SUPERPHOSPHATE
4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND UNIFORMLY AND MIX WITH SOIL (SEE BELOW *).
5.) CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM INCHES DEEP. REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6
6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER AFTER SEEDING. SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK
7.) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND
SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
9.) CONSULT CONVERSATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
* APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS /ACRE IN CLAY SOILS)
FERTILIZER - 1,000 Ibs. / ACRE - 10 -10 -10
SUPERPHOSPHATE- 500 Ibs> / ACRE -20% ANALYSIS
MULCH -2 TONS / ACRE - SMALL GRAIN STRAW
ANOTHER - ASPHALT EMULSION ® 300 GALS./ ACRE
Wake County Construction Sequence
1. Schedule a preconstruction conference with the
Watershed Manger, Betsy Pearce (919) 868 -6414. Obtain a
land- disturbing permit.
2. Install gravel construction pad, temporary diversions, silt
fence, sediment basins or other measures as shown on the
approved plan. Clear only as necessary to install these devices.
Seed temporary diversions, berms and basins immediately after
construction.
3. Call (919) 868 -6414 for an onsite inspection by the
Watershed Manager to obtain a Certificate of Compliance.
4. Begin clearing and grubbing. Maintain devices as needed.
Rough grade site.
5. Install storm sewer, if shown, and protect inlets with block
and gravel inlet controls, sediment traps or other approved
measures as shown on the plan. Begin construction, building,
etc.
6. Stabilize site as areas are brought up to finish grade with
vegetation, paving, ditch linings, etc. Seed and mulch denuded
areas per Ground Stabilization Time Frames.
7. When construction is complete and all areas are stabilized
completely, call (919) 868 -6414 for an inspection by the
Watershed Manager.
8. If site is approved, remove temporary diversions, silt
fence, sediment basins, etc., and seed out or stabilize any
resulting bare areas. All remaining permanent erosion control
devices, such as velocity dissipators, should now be installed.
9. When vegetation has become established, call for a final
site inspection by the Watershed Manager, Betsy Pearce (919)
868 -6414. Obtain a Certificate of Completion.
BASIN REMOVAL SEQUENCE
1) SCHEDULE A SITE MEETING WITH THE ENVIRONMENTAL
ENGINEER /CONSULTANT TO DETERMINE IF A BASIN CAN
BE REMOVED. INSTALL SILT FENCING OR OTHER
TEMPORARY EROSION CONTROL MEASURES AS NEEDED
PRIOR TO REMOVAL OF THE BASIN.
2) REMOVE BASIN(S) AND ASSOCIATED TEMPORARY
DIVERSION DITCHES. IF CULVERT PIPES NEED TO BE
EXTENDED, PERFORM THIS OPERATION AT THIS TIME.
FINE GRADE AREA IN PREPARATION OF SEEDING.
3) PERFORM SEEDBED PREPARATION, SEED, MULCH AND
ASPHALT TACK ANY RESULTING BARE AREAS
IMMEDIATELY.
4) INSTALL VELOCITY DISSIPATORS AND /OR LEVEL
SPREADERS AS REQUIRED ON THE EROSION CONTROL
PLAN.
5) WHEN SITE IS FULLY STABILIZED, CALL ENVIRONMENTAL
ENGINEER /CONSULTANT FOR APPROVAL OF REMOVING
REMAINING TEMPORARY EROSION CONTROL MEASURES
AND ADVICE ON WHEN SITE CAN BE ISSUED A
CERTIFICATE OF COMPLETION.
NOTE: A MEETING SHOULD ALSO BE SCHEDULED WITH
THE ENVIRONMENTAL ENGINEER /CONSULTANT TO
DETERMINE WHEN A BASIN MAY BE CONVERTED FOR
STORMWATER USE. SOME MUNICIPALITIES MAY ALSO
REQUIRE THIS.
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DRAWN BY
S. TERRY /BLM
•
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•
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•
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K. ROBERTS
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DIFFUSE FLOW CALCULATIONS

Honeycutt Landing - Phase 2
PREFORMED SCOUR HOLE
ID
Outlet
Q10
Pipe Size equivalent (in)
Base Width (ft)
Rip Rap
Side Slope
Rip Rap Thickness (ft)
Depth (ft)
SCOUR HOLE #1
@ Pipe A
5.10
18
4.5
Class B, d50 = 8 inches
2H:1V
1
2
SCOUR HOLE #2
BLACK SPRUCE WAY LEFT SIDE STATION 22 +40
18.75
24
6
Class B, d50 = 8 inches
2H:1V
1
2
SCOUR HOLE #3
BLACK SPRUCE WAY RIGHT SIDE STATION 22 +70
2.64
18
4.5
Class B, d50 = 8 inches
2H:1V
1
2
SCOUR HOLE #4
BLACK SPRUCE WAY LEFT SIDE STATION 25 +10
9.00
24
6
Class B, d50 = 8 inches
2H:1V
1
2
SCOUR HOLE #5
BLACK SPRUCE WAY RIGHT SIDE STATION 25 +00
1.17
18
4.5
Class B, d50 = 8 inches
2H:1V
1
2
SCOUR HOLE #6
RED HEMLOCK DRIVE LEFT SIDE STATION 17 +10
2.40
18
4.5
Class B, d50 = 8 inches
2H:1V
1
2
SCOUR HOLE #7
RED HEMLOCK DRIVERIGHT SIDE STATION 17 +10
0.61
18
4.5
Class B, d50 = 8 inches
2H:1V
1
2
DESIGN CRITERIA SUMMARY
❑ The base of the scour hole is square (See Figure 4 -3). The width is calculated
as follows:
Base width = 3 x Discharge pipe size
❑ Riprap must be Class B (dFG = 8 inches).
❑ Minimum width of the PSRM apron is the standard PERM roll width.
❑ PSRM must be tucked a minimum of 1 foot underneath the filter fabric and
natural ground around the perimeter of the scour hole.
❑ Scour hole must be installed in a flat area.
❑ Side slope for all four sides of the scour hole is 2:1.
❑ Minimum depth of the scour hole is 1 foot.
❑ Maximum depth of the scour hole is 3 feet.
*For channels, use design guidance equivalent to an 18" pipe.

AGENCY COORESPONDANCE